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HomeMy WebLinkAboutMayflower Place Reports (2) i Of Massachusetts ILIR dr., -The Construction Testing People' r Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-31-2016 Report No. 19 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 4000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 28 SET I LOCATION: Slab: east side sidewalk -Total Unit Slump(in.) 6 1/2 Lab -Size ,.Area Date Date Age Load Load Fracture Air Temp.(F.) 78 No. (In.) (sq.in.) Condition Cast Tested - Days (lbs.) (psi.) Type '' Conc Temp(F) 80 D911 4.00 x 8.00 12.57 Good 08/31/16 09/07/16 7 41,000 3,260 2 Truck No. 71 _ 0912 9.00 x 8.00 12.57 Good 08/31/16 09/14/16 19 51,500 4,100 2 Ticket No. 8783 0913 9.00 x 8.00 12.57 Good 08/31/16 09/28/16 28 62,000 4,930 1 Time 1:30 D919 4.00 x 8.00 12.57 Good 08/31/16 09/28/16 28 64,000 5,090 2 Unit Wtlbs/eu ft 915 4.00 x 8.00 12.57 Good 08/31/16 09/28/16 28 66,000 5,250 2 Air Content(%) 6.8 GENERAL REMARKS: Same Day Call In. Inspector Premium Travel Name Time Hours Time Dave Mussulli No Min Day 2.5 Hr(s) REVIEWED BY: Bryan M. Crabtree g�y(///e FRACTURE TYPES (' ‘r)I Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well.fonned Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder Is 125 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 111. Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. lr �;1 Of Massachusetts �� 11 .14..1, 'The Construction Testing People' . %r t Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-31-2016 Report No. 1 g Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix , Cc: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost Accounts Payable Liana Dahnke • 411 J. ...it i Of Massachusetts 041 'The Construction Testing People' • "a?' Page 3 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-31-2016 Report No. 19 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT •Total Pour: Slab: east side of sidewalk Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ❑Vibrator ® Other Other: Cylinder Fabrication Location: 0 Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket ❑Hay/Straw ❑Trailer ® Field •❑ Other Placement Protection: 0 Thermal Blankets 0 Heat ® None ❑ Other Slump Specification(In.) 6 - 8 Number of slumps out of specification reported to If rejected Approved by Remarks: S ' UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) • Report Date 08-31-2016 Report No. 19 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA Sep 02 16 06:26p Lynne Mussulli 5084763199 p.9 1 • ;...rl Of Massachusetts Inc. . ii: 'moil 0x,;.;17, The Construction Testi Peep!? ``V1 Testing '- Page DAILY REPORT OF CONCRETE POUR PROJECT NAME: %% n;: % �L/�,r:'1 :/./. :i r irel . PROJECT NO.: DATE: 'T�i f • :u AIR TEMP.: 78 TOTAL YARDS: D< LOCATION OF POUR_ 0..2.t r^i: -� t..ox _./..C.• Load & Slump Batching BatchingTime In Yards Concrete of Ticket# No.of Truck 4 Inches In Out I Minutes Temp. I %Air I Cy:inders 7I_ 19 $ lavfl i ;;.r1 60 . < < Si. 6•y ez S 5 121 /,-s� ;aa i 22 1% , 0785 • coy a : at 3:ac 611 /Ør .. gl5; I I 1 + I I 1 I . I I I I I . I I I I 1 • 1 I 1 I I • INSPECTOR: /477,.-• ..•r REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (T81) 438.6216 . L� ,. ,;i Of Massachusetts "1 me-1 'The Construction Testing People' • �sF; -Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-31-2016 Report No. 19 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 4000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 28 SET 1 LOCATION: Slab: east side sidewalk Total Unit Slump(in.) 6 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 78 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) : :Type Conc Temp(F) 80 D911 4.00 x 8.00 12.57 Good 08/31/16 09/07/16 7 41,000 3,260 2 Truck No. 71 0912 4.00 x 8.00 12.57 Good 08/31/16 09/14/16 14 51,500 4,100 2 Ticket No. 8783 0913 4 x 8 12.57 Good 08/31/16 09/28/16 28 Time 1:30 D914 4 x 8 12.57 Good 08/31/16 09/28/16 28 Unit Wtlbs/CUR 915 4 x 8 12.57 Good 08/31/16 09/28/16 28 Air Content(%) 6.8 GENERAL REMARKS: Same Day Call In. inspector Premium Travel Name Time Hours Time Dave Mussulli No Min Day 2.5 Hr(s) REVIEWED BY: Bryan M. Crabtree //C FRACTURE TYPES / �/( / I / N X A i i \ Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder Is [25 mmj of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught capson other end distinguish from • TYM 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. A. ...11,11 Of Massachusetts 1;1;7 -The Construction Testing People' ePaye 2 , 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-31-2016 Report No. 19 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor MEI General Contracting Concrete Co. Cape Cod Ready Mix cc: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE - Mark Troost Accounts Payable Liana Dahnke • • • L ..;1 Of Massachusetts ; � l 'The Construction Testing People' •; a Page 3 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-31-2016 Report No. 19 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Slab: east side of sidewalk Method of Placement: ❑Pump ®Chute Discharge 0 Bucket ❑Other Other: Method of Concrete Consolidation: 0 Vibrator ® Other Other: Cylinder Fabrication Location: ❑ Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ® Field •❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ® None ❑ Other Slump Specification(In.) 6 - 8 Number of slumps out of specification reported to If rejected Approved by Remarks: • ' UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 08-31-2016 Report No. 19 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA Sep 021606:26p Lynne Mussulli 5084763199 p.9 ;non Of Massachusetts inc. . . ter" 7'i The Construction Testing People Page# - DAILY REPORT OF CONCRETE POUR PROJECT NAME: %1' n::,?. ,�.7c+ -';If i ' J , PROJECTNO.: DATE: ' Z ' • !u AIR TEMP.: 72 TOTAL YARDS: Oc 4. LOCATION OFPOUR:s'n,1j" ``.::;,t^L: '�`ula,..).4) - Load & Slump Batching Batching Time In Yards Concrete % of Ticket# No.of Truck# Inches In Out Minutes Temp. I Air Cy:inders 7L La * G: I ,'.21 &O . I t 85 4.S engi s 61 _ ia:5 ;, 4, ,a 1,4 I '',c �09� • toy 9. : al 305 bel I /$' $°?S6 1 I 1 I • I I . I I 1 1 i I . I . I . T • INSPECTOR: ..4 ..-•. .'.!i REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438.6215 �� Of Massachusetts rye Ira ` 7 'The Construction Testing People' -Page 1 " i 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Steel Inspection Report Report Date 08-31-2016 Report No. 4 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting WEATHER: TIME: 2:00 PM CONTACT:Mitch Finn SUMMARY: Attached please find the steel inspection report prepared by UTS inspector Andrea Flaherty Lyons for the above referenced project. GENERAL REMARKS: Inspector Premium '. Travel ame Time Hours Time Andrea Flaherty-Lyons No Min Day 2.5 fir(s) REVIEWED BY: William P. Crabtree idee Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young • NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost Accounts Payable Liana Dahnke • • BUTS of Massachusetts, Inc. Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 08-31-2016 Report No. 4 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA U5 Richardson Lane • T of Massachusetts Inc. Stoneham,MA S 781-438-7755 Project:Maplewood Memory Care Inspector:A.Flaherty-Lyons Contact:Mitch Finn-NEI Date: 8-31-16 • Structural Inspection Report A visit was made to the above referenced project for the purpose of performing a visual steel inspection. The following was observed: 1-South Bldg. Foundation/First Level Framing, dwgs. S1.0, S2.0, S5.1,and 54.1,lines 1-36 at G.6-D.4, 1-36 at A-C: a) Anchor bolts with nuts and washers were found complete and acceptable(dwg. S5.1,detail P2).with exceptions of(X4)columns. b) Anchor bolts/welded plates were found in progress; a re-inspection to be performed upon completion(dwg. S5.1,detail P2). c) A490 1" T.C. type bolts were tensioned, torqued, complete and acceptable. d) Brace connections were found in progress; a re-inspection to be performed upon completion(dwg. S-4.1). e) Beam to beam connections were found complete and acceptable. I) Beam to column connections were found complete and acceptable. g) Deck placement and laps were found complete and acceptable. h) Hilti pin fasteners were found complete and acceptable. i) #10 fasteners were found complete and acceptable. j) Pour stop was found complete and acceptable. k) Deck support placement was found complete and acceptable. • I) Shear studs were found complete and acceptable. These observations were discussed with Mr.Finn prior to departure. Li J- � sit Of Massachusetts I y w, 'The Construction Testing People" Oatt• Wilde -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-31-2016 Report No. 19 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: c-172 C-31 c-143 C-1064 C-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 9000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 28 SET I LOCATION: Slab: east side sidewalk : i Total Unit Slump(in.) 6 1/2 Lab size Area Date Date Age Load Load Fracture( ' Air Temp.(F.) 78 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 80 D911 4.00 x 8.00 12.57 Good 08/31/16 09/07/16 7 41,000 3,260 2 Truck No. 71 D912 4 x 8 12.57 Good 08/31/16 09/14/16 14 Ticket No. 8783 D913 4 x 8 12.57 Good 08/31/16 09/28/16 28 Time 1:30 D919 4 x 8 12.57 Good 08/31/16 09/28/16 28 Unit Wtlbs/cu ff 915 4 x 8 12.57 Good 08/31/16 09/28/16 28 Air Content(%) 6.8 GENERAL REMARKS: Same Day Call In. Inspector Premium Travel Name Time ` Hours Time Dave Mussulli No Min Day 2.5 Hr(s) -REVIEWED BY: Bryan M. Crabtree �,//e FRACTURE TYPES / �((� // \ i iz, A )11; \ Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder Is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reports€utsofmass.com for more information. �- �;1 Of Massachusetts L. + , 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-31-2016 Report No. 19 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor MEI General Contracting Concrete Co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost Accounts Payable Liana Dahnke • • " ,. ;a Of Massachusetts « , 'The Construction Testing People' • Ate" Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-31-2016 Report No. 19 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Slab: east side of sidewalk Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: 0 Vibrator ® Other Other: Cylinder Fabrication Location: 0 Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket ❑Hay/Straw 0 Trailer ® Field ❑ Other Wlacement Protection: 0 Thermal Blankets 0 Heat ® None ❑ Other Slump Specification(in.) 6 - 8 Number of slumps out of specification reported to If rejected Approved by Remarks: • • • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781.438-6216(Fax) • Report Date 08-31-2016 Report No. 19 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA Sep 02 16.06:26p - Lynne Mussulli 5084763199 p.9 1' • f-ankh/®f Massachusetts h>Ic. . • • +\;:„$' "The Construction TestingPeapW `t -_Q rte+f..t Page# DAILY REPORT OF CONCRETE POUR PROJECT NAME: %; or.'J, t...44,,—;r•-•;t...44,,—;r•-•;1 :/';I - Ad • PROJECT NO.: DATE: 9• ` l• ,, AIR TEMP.: 72 TOTAL YARDS: 624, LOCATION OF POURS 'L',t '1.1,:^i:% :Site.'.W1/ Load & Slump Batching Batching Time In Yards Concrete % of Ticket# No.of Truck# Inches In Out Minutes Temp. Air # 1No. '7 L c. * ia:on I r21 ‘6 . It 8,,5 6•n .z 15 41 Ia:s4, (,-,a C. I r>a 07FS • coy g : al 3SSI 6ti 154‘7i- I 1 gie • • ! I I • I • I I I . I I 1 I _ I I j • INSPECTOR: 4/•,-. • • REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax 17811 438-6215 : '- 1. ., 1 Of Massachusetts � y�.e` 3 'The Construction Testing People' ` r Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 08-31-2016 Report No. 10 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting CONTACT: Mitch Finn .TIME OF INSPECTION: 2: 00 PM TIME OF CONCRETE PLACEMENT: Unscheduled SPECIFICATION: ASTM A615 Grade 40 Grade 60 x Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: REVISION NUMBER: DATED: ' HOP DRAWING(S):Ro2 ROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES x NO AREA REVIEWED: Second level slab on deck: lines 1-36 at G-D9; 1-36 at A-C (with exception of depressed area) ; ATTRIBUTES: REVIEWED Yes No Coverage(Top x Bottom x and/or Inside Face x Outside Face x ) x Clearance x Cleanliness(heavy rust,scale,mud,dirt,oil,etc.not permitted) x Bar Supports x Bar Spacing x Bar Quantity x Placement and tying x ® The details in the above described area(s)were complete at the time of this inspection. The results of this Inspection were discussed with the aforementioned contact persons prior to departure from the project site. ENERAL REMARKS: Reinforcing steel installation is complete and acceptable. Inspector 7,Premium ! Travel Name -- Time Hours Time Andrea Flaherty-Lyons No ;� �;l Of Massachusetts s;a*vs, 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 08-31-2016 Report No. 10 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NE/ General Contracting .REVIEWED BY: William P. Crabtree 4j1X Our reports are available in PDF form via email. Please email us at reportsgutsofmass.com for more information. CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs oil of Yarmouth Mark Grylls • Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost Accounts Payable Liana Dahnke OS • 1111"x Of Massachusetts �� " , 'The Construction Testing People' Page 1 • ' �r� 9 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) Steel Inspection Report Report Date 08-30-2016 Report No. 3 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting WEATHER: TIME: 9:00 AM CONTACT: Mitch SUMMARY: Attached please find the steel inspection report prepared by UTS inspector Andrea Flaherty Lyons for the above referenced project. GENERAL REMARKS: Inspector Premium. Travel Ili,- Name - Time Hours Time drea Flaherty-Lyons No Min Day 2.5 Pr(s) REVIEWED BY: William P. Crabtree �QC l(/T Our reports are available in PDF form via email. Please email us at reportaeutsofmass.com for more information. CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost Accounts Payable Liana Dahnke • UTS of Massachusetts, Inc. Page 2 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781.438.6216(Fax) • Report Date 08-30-2016 Report No. 3 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA •U 5 Richardson Lane T of Massachusetts Inc. Stoneham,MA S 781-438-7755 Project:Maplewood Manor Care Inspector.A Flaherty-iynna Contact:Mitch Finn-NEI Date: 8-30-16 • Structural Inspection Report A visit was made to the above referenced project for the purpose of performing a visual steel inspection. The following was observed: 1-South Bldg. Foundation/First Level Framing,dwgs.51.0,S2.0,S5.1,and S4.1,lines 1-36 at G.6-D.4, 1-36 at A-C: a) Anchor bolts with nut and washer were found complete and acceptable(dwg.S5.1,detail P2). b) Anchor bolts/welded plates were found in progress;a re-inspection to be performed upon completion(dwg.S5.1,detail P2). c) A490 1" T.C. type bolts were tensioned, torqued, complete and acceptable. d) Brace connections were found in progress; a re-inspection to be performed upon completion(dwg.S-4.1). e) Beam to beam connections were found complete and acceptable. f) Beam to column connections were found complete and acceptable. g) Deck placement and laps were found complete and acceptable. h) Hilti pin fasteners were found complete and acceptable. i) #10 fasteners were found complete and acceptable. j) Pour stop was found complete and acceptable. k) Deck support placement was found complete and acceptable. I) Shear studs were found complete and acceptable. • These observations were discussed with Mr.Finn prior to departure. L� ,. ,,x Of Massachusetts •y1 �g}+.�J ' ;The Construction Testing PeoplePa e1 g 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 08-30-2016 Report No. 9 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting CONTACT: Mitch Finn TIME OF INSPECTION: 9: 00 AM TIME OF CONCRETE PLACEMENT: Unscheduled SPECIFICATION: ASTM A615 Grade 40 Grade 60 x Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: REVISION NUMBER: I DATED: SHOP DRAWING(S):R-02 ROJECT SPECIFICATIONS:03300 OTHER: DRAWINGS STAMPED: YES x NO AREA REVIEWED: Second floor slab on deck: lines 1-36 at G-D9; 1-36, A-C; ATTRIBUTES: REVIEWED Yes No Coverage(Top x Bottom x and/or Inside Face x Outside Face x ) x Clearance x Cleanliness(heavy rust,scale,mud,dirt,oil,etc.not permitted) Bar Supports x Bar Spacing x Bar Quantity x Placement and tying x 9 The details in the above described area(s)were complete/in process at the time of this Inspection. •® The results of this Inspection were discussed with the aforementioned contact persons prior to departure from the project site. Reinforcing steel installation is complete and acceptable with the exception of lines 1-36 at A-C, which was found in process. A reinspection will be performed upon completion. GENERAL REMARKS: This was a same day call-in inspection. r- ` ;1 Of Massachusetts • % A ai" :The Construction Testing People' Nr {frPage 2 5 Richardson Lane, Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 08-30-2016 Report No. 9 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting ,Inspector �.Premium- Travel Name Time Hours Time Andrea Flaherty-Lyons No REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Maplewood Senior Living Jocelyn Isabelle • NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost Accounts Payable Liana Dahnke • ; �T Massachusetts ��` Lei .'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Steel Inspection Report Report Date 08-30-2016 Report No. 3 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting WEATHER: .TIME: 9: 00 AM CONTACT: Mitch SUMMARY: Attached please find the steel inspection report prepared by UTS inspector Andrea Flaherty Lyons for the above referenced project. GENERAL REMARKS: Inspector Premium Travel ame '. 7ime ,. Hours Time Andrea Flaherty-Lyons No Min Day 2.5 Hr(s) REVIEWED BY: William P. Crabtree Wi C/ Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost Accounts Payable Liana Dahnke 4111 UTS ofjMas§achusetts, Inc. Page 2 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781-438-6216(Fax) Report Date 08-30-2016 Report No. 3 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA • U 5 Richardson Lane T of Massachusetts Inc. Stoneham,MA S 781-438-7755 Project:Maplewood Manor Care inspector:A.Flaherty-Lyons Contact:Mitch Finn-NEI Date: 8-30-16 Structural Inspection Report A visit was made to the above referenced project for the purpose of performing a visual steel inspection. The following was observed: 1-South Bldg. Foundation/First Level Framing,dwgs. S1.0, S2.0, S5.1,and S4.1,lines 1-36 at G.6-D.4, 1-36 at A-C: a) Anchor bolts with nut and washer were found complete and acceptable(dwg. S5.1,detail P2). b) Anchor bolts/welded plates were found in progress;a re-inspection to be performed upon completion(dwg. S5.1,detail P2). c) A490 1" T.C. type bolts were tensioned, torqued, complete and acceptable. d) Brace connections were found in progress; a re-inspection to be performed upon completion(dwg.S-4.1). e) Beam to beam connections were found complete and acceptable. f) Beam to column connections were found complete and acceptable. g) Deck placement and laps were found complete and acceptable. h) Hilti pin fasteners were found complete and acceptable. i) #10 fasteners were found complete and acceptable. j) Pour stop was found complete and acceptable. k) Deck support placement was found complete and acceptable. • I) Shear studs were found complete and acceptable. These observations were discussed with Mr.Finn prior to departure. L " Of Massachusetts l; ;e7 'The Construction Testing People" Page 1 I 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Steel Inspection Report Report Date 08-29-2016 Report No. 2 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting WEATHER: TIME: 11:30 AM CONTACT: Mitch Finn SUMMARY: Attached please find the steel inspection report prepared by UTS inspector Andrea Flahety Lyons for the above referenced project. GENERAL REMARKS: inspector Premium Travel ame Time Hours Time ndrea Flaherty-Lyons No Min Day 2.5 Er(s) REVIEWED BY: William P. tOPC#' Our reports arm available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost Accounts Payable Liana Dahnke • UTS of Massachusetts, Inc. Page 2 5 Rfti ardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) • Report Date 08-29-2016 Report No. 2 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA U 5 Richardson Lane T of Massachusetts Inc. Stoneham,MA 781-438-7755 Project:Maplewood Manor Care Inspector:A.Flaherty-Lyons Contact: Mitch Finn-NEI Date: 8-29-16 • Structural Inspection Report A visit was made to the above referenced project for the purpose of performing a visual steel inspection. The following was observed: 1-South Bldg,Foundation/First Level Framing,dwgs. S1.0,S2.0,S5.1,and S4.1,lines 1-36 at G.6-D.4, 1-36 at A-C: a) Anchor bolts with nut and washer, were found in progress; a re-inspection to be performed upon completion(dwg. S5.1,detail P2). b) Anchor bolts/welded plates were found in progress;a re-inspection to be performed upon completion(dwg. S5.1,detail P2). c) A490 1" T.C. type bolts were tensioned, torqued, complete and acceptable. d) Brace connections were found in progress; a re-inspection to be performed upon completion(dwg. S-4.1). e) Beam to beam connections were found complete and acceptable. I) Beam to column connections were found complete and acceptable. g) Deck placement and laps were found complete and acceptable. h) Hilti pin fasteners were found complete and acceptable. i) ti 10 fasteners were found complete and acceptable. j) Pour stop was found complete and acceptable. k) Deck support placement was found complete and acceptable. I) Shear stud was found in progress; a re-inspection to be performed upon completion. • These observations were discussed with Mr.Finn prior to departure. +�II*IAMassachusetts :1.7';, 'The Construction Testing People' • NIA•S- Page 1 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Cores Report Date 08-19-2016 Report No. 1 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting The following are results of compressive strength tests performed on concrete cores .obtained at the above site. Testing in accordance with ASTM C-42. Lengt Height Corrected Core After to Area Total Unit Unit Mark Cap Height Diameter Diameter (Sq. Date Date Age Required Load Load Load Fracture No. (In.) (in.) (Inches) Ratio In.) Cast Tested - Days PSI (Ibs.) (PSI) - (PSI) Type 1 8.2 8.0 4.0 2.0 12.6 08/19/16 Unknown 66,000 5,254 5,250 2 _ 2 8.2 8.0 4.0 2.0 12.6 08/19/16 Unknown 67,500 5,374 5,370 1 3 8.2 8.0 4.0 2.0 12.6 08/19/16 Unknown 71,000 5,652 5,650 2 GENERAL REMARKS: Three cores-came to the UTS lab to be tested for compression testing; All cores met the 2:1 ratio. No correction factor was applied per ASTM C-42 . nspector - Premium - Travel' Name .Time :. Hours Time R. Granada No REVIEWED BY: Bryan M. Crabtree Bile FRACTURE TYPES - \ / I I I ' x A , I I i I (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Our reports are available in PDF form via email. Please email us at reportsOutsofmass.com for more information. CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE • Mark Troost �p x Of Massachusetts ` f5i 'The Construction Testing People' r Pagel 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Cores Report Date 08-19-2016 Report No. 1 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting The following are results of compressive strength tests performed on concrete cores ,obtained at the above site. Testing in accordance with ASTM C-42. Lengt Height Corrected Core After to Area Total Unit Unit Mark Cap Height Diameter , Diameter (Sq. Date Date Age Required Load Load Load Fracture No. (In.) (in.) (Inches) Ratio in.) " Cast Tested Days PSI (lbs.) (PSI) (PSI) Type 1 8.2 8.0 4.0 2.0 12.6 08/19/16 Unknown 66,000 5,254 5,250 2 2 8.2 8.0 4.0 2.0 12.6 08/19/16 Unknown 67,500— 5,374 5,370 1 3 8.2 8.0 4.0 2.0 12.6 08/19/16 Unknown 71,000 5,652 5,650 2 GENERAL REMARKS: Three cores-came to the UTS lab to be tested for compression Illtesting; All cores met the 2:1 ratio. No correction factor was applied per ASTM C-42. Inspector Premium Travel Name Time Hours Time R. Granada No REVIEWED BY: Bryan M. Crabtree AC FRACTURE TYPES i 1 i I / 1 I t / , / I X. / � � / / II I I / i I (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Our reports are available in PDF form via email. Please email us at reportseutaofmass.com for more information. Cc: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd • Szewczak Associates Alan Chandler, PE Mark Troost f.. ti L� a. ; Of Massachusetts ��,« � 'The Construction Testing People" Page 1 • Q.••�!� 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 08-17-2016 Report No. 4 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting WEATHER: TIME: CONTACT: PURPOSE: EQUIPMENT: TEST METHOD: ❑ Sand Cone 0 Nuclear Densometer TITLE: 0 Inspector D Staff Engineer 0 Engineer OBSERVATIONS: Enclosed you will find the document prepared by our Geotechnical Department for the above referenced •roject. Inspector k Premium Travel Name - '. Time Hours '. Time J. McCarthy No 2.00 2.5 Er(s) REVIEWED BY: Chuck Fraser .Our reports are available in PDF form via email. Please email us at reportsgutsofmass.com forormore information. CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • t,. •UTS of Massachusetts, Inc. Page 2 5 Richardson Lana,Stoneham,MA 02180 781-438-7755(Voice)781.438.6216(Fax) • Report Date 08-17-2016 Report No. 4 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA i ,: c- .toia Maar� i `%ter GEOTECHNICAL FIELD REPORT PROJECT: Maplewood Memory Care-West Yarmouth,MA DATE:August 17,2016 PREPARED BY:John C.McCarthy,Geotechnical Staff Engineer Project No.19569 RE:GEOTECHNICAL REVIEW:EVALUATION OF FILL MATERIAL It is our technical opinion that the material presents adequate strength for use as fill conditionally in the following applications: • Sample 815 • Gravel Base below Pavement Sample 814 • Ordinary/Common Fill defined as material required to achieve subgrade elevation in low lying non-structural zones such as in pavement areas. Material not to serve as substitute for Gravel Base directly beneath pavement. Remarks/Conditions The fill material shall be placed atop competent subgrade conditions,in a controlled lift sequence and vibratory compacted such that the specified density required for each application is achieved. - The fill placement,grading and compaction means and methods should be subject to observation and verified by field density testing,maintained within±2-3%of optimum moisture content,and protected from disturbance throughout construction. Provided the fill is prepared and maintained in a controlled,moisture conditioned and stable compact manner atop competent subgrade conditions, and protected from disturbance, it should be considered a suitable fill component in providing subgrade support. Attachments:Gradation Report End of Report jcm/ • UTS OF Massachusetts,Inc. 5 Richardson Lane-Stoneham,MA 02180 Phone(781)438-7755 Fax(781)850-0026 -, • UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) • Report Date 08-17-2016 Report No. 4 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA Particle Size Distribution Report gx ° x ss s a : a ; Co 100 r I I r F I I I I 90 J 1 I-i 9 „ �77r11.; �,/� I � 1'Imo/'-r-`-'- _ . 80 L �i� H 70 > CC U-1 80 (% I w Z 80 iii C ! � W (40 I "I i 01 s 1 a • 20 + -4 I I' / 10 d• /' I I T I .. I I 0 I 1 I 100 10 1 0.1 0.01 0.001 • GRAIN SIZE-mm. %♦S^ %Gravel %Sand Y.Fines _ Coarse Fine Coarse Medium Fine Silt I Clay 0.0 6.6 4.7 4.6 45.0 30.4 8.7 SIEVE PERCENT SPEC.' PASS? Material Description SIZE FINER PERCENT (XsN0) F-M SAND,LITTLE GRAVEL,TRACE SILT 2" 100.0 1.5" 96.1 I" 94.2 Atterberg Limits 3/4" 93.4 PL= NP LL= NV PI= NP 3/8" 90.9 #4 88.7 Coefcients #10 84.1 D90=7.3173 Dee=2.1811 Dfir=0.7225 #20 65.6 D50=0.5573 D30=0.3333 Dte=0.1740 #40 39.1 Die=0.0979 Cr 7.38 Cr 1.57 #50 26.5 Classification #100 13.2 USCS= SW-SM AASHTO= A-I-b #200 8.7 Remarks (no specification provided) Source of Sample:1W DUBIS PIT,CHATHAM,MA-ORDINARY FILL • Sample Number.814 Date: 8/11/2016 UTS OF MASSACHUSETTS, INC. u Client: NEI GENERAL CONTRACTING 5 Richardson Lane Project: MAPLEWOOD MEMORY CARE,WEST YARMOUTH,MA I Stoneham,MA 02180 _ pro est No: 19569 F7 ure ,UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438.6216(Fax) • Report Date 08-17-2016 Report No. 9 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA Particle Size Distribution Report m x .cxx � z EE1 II c ' g - 100 e - I 1 I T i I I I I i I I I I I ' i I I I e6 " e0 1 M et Iq .1 'cry. ry =' -w ' II l 70 T _1.__-1 I k 1 I 1, , --- 7 A Z 60 1 1 d i aa.c� Z 50 1 r - r w� Y �I ✓ W I I W 40 I a a J^�_ N. • 20 I 1 10 - T I 0 I 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm. %.0" %Gravel %Sand %Fines Coarse Fine Coen. Medium Fine Silt ) Clay 0.0 10.3 28.9 6.9 26.9 21.8 5.2 SIEVE PERCENT SPEC.* PASS? Material Description " SIZE FINER PERCENT (X=NO) F-M SAND,AND GRAVEL,TRACE SILT 1.5" 100.0 I" 95.5 3/4" 89.7 Atterber9 Limits 3/8" 72.7 PL= NP 'LL= NV P1= NP #4 60.8 #10 53.9 Coefficients #20 42.5 D90=19.2939 D85= 15.6819 D602 4.4292 #40 27.0 Ds0= 1.3761 D30=0A801 D15=0.2522 #50 18.4 Di 0=0.1745 Cu- 25.38 Cr 0.30 #100 8.6 Classification #200 5.2 USCS= SP-SM AASHTO= A-1-b Remarks (no specification provided) - • Source of Sample:3W DUBIS PIT,CHATHAM,MA-RECYCLED ASPHALT - Sample Number:815 Date: 8/11/2016 UTS OF MASSACHUSETTS, INC. Client: NEI GENERAL CONTRACTING 5 Richardson Lane Project: MAPLEWOOD MEMORY CARE,WEST YARMOUTH,MA • Stoneham, MA 02180 Project No: 19569 Fi.ure .e.." ,. -;a Of Massachusetts +�'« , 'The Construction Testing People'rari Page 1 5 Richardson Lane, Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Steel Inspection Report Report Date 08-15-2016 Report No. 1 Distribution Copy Job Number 19569 ., Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting WEATHER: TIME: 11 :00 AM CONTACT:Mitch Finn SUMMARY: Attached please find the steel inspection report prepared by UTS inspector Keith Lassonde for the above referenced project. GENERAL REMARKS: Same day call-in inspection. IKnspector Premium Travel m ae Time Hours Time . Lassonde No Min Day 2.5 Kr(s) REVIEWED BY: William P. Crabtree "C' Our reports are available in PDF form via email. Please email us at reports€utso£mass.com for more information. cc: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • eiTS of Massachusetts, Inc. Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781-438.6216(Fax) • Report Date 08-15-2016 Report No. 1 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA Of Massachusetts Inc. t aaw1I . tz.017" 'The Construction Testing People 5 Richardson Lane Stoneham,Ma 02180 , STRUCTURAL STEEL INSPECTION REPORT Project Name:Maplewood,Yarmouth,MA Date:8/15/16 Contractor.NEI Contact:Mitch Finn of NEI Drawings:EI.1,E2-2 and S-2.0 Area Reviewed:I"floor(2"floor framing)@ 1 to I2/A to G.6 lines Summary: • This writer of this report met with Mitch Finn of NEI.The purpose of this visit was to perform a structural steel initial progress inspection,at the above named site. General Remarks:Performed a structural steel inspection. Anchor-Bolts:the visual inspection of the anchor bolt connections are not tightened to a snug tight condition yet;work hi progress. T.C.-Bolts:The visual inspection of the field bolted T.C.type bolted column to beam and beam to beam connections included the verification of the bolt size,grade and nut engagement in conformance with ASTM A325 High strength bolts. • 'A inch A325 TC bolts @ 3/0.4 line-3 are not snapped,@ 6/F line-3 TC bolts are not snapped and @ D.42 line-4 TC bolts are not snapped;work in progress. • I inch A325 TC bolts @ D.4/near 8.9 line-6 are not snapped and @ E.2/near 12 line-5 TC bolts are not snapped;work in progress. Brace framing:the visual inspection of the field welded brace gusset to tube connections revealed quality I/4-inch fillet welds at contact points to the AWS standards-complete. Moment connections:the visual inspection of the field welded moment at the canopy beam connections revealed quality multi-pass 1/4-inch fillet welds at the top and bottom contact points that conform to the AWS D1.1 standards;complete. • at lines D.4 to E.22,at G.6 to G.4/3,at 0.6/12 and at 15.5 to 16/G.6-complete. The details at the above location(s)are found to be a work In proeress at the conclusion of this inspection unless specified otherwise.The results of this inspection were discussed with the aforementioned contact person prior to departure from the project site. • Signed: K.Lassonde ti6l7 / Le ,"ii Of Massachusetts t+k�" g11 'The Construction Testing People Page 1 • 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Soil Testing Results -Transmittal Report Report Date 08-11-2016 Report No. 6 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Sample Submitted By Sample No. 817 .El Our Representative: Paul sirignano Date Submitted: 08/04/2016 n Other. Source of Sample ❑ On-Site Existing @ location: El OffSite Borrowfrom: Cape Cod Aggregate - Hyannis, MA - 1 1/2 double washed crushed stone Proposed Use: Drainage Material Submitted As: ❑ Structural/Granular Fill: ❑ Ordinary Borrow: MHD M1.01.0 (Shall be approved by the Architect) IDGravel Borrow: MHD M1.03.0 Type: Processed Gravel For Base Course: MHD Ml.03.1 Sand Borrow: MHD M1.04.0 Type: O Reclaimed Pavement Borrow for Base Course: MHD M1.11.0 ❑ Crushed Stone: MHD M2.01.0 O Dense Graded Crushed Stone for Base Course: MHD M2.01.7 0 Common Borrow: ❑ Drainage Fill: ® Other: Drainage stone Requested Testing ❑ Atterberg Limits El Gradation Analysis 0 Hydrometer ▪ 0 Modified Proctor 0 Permeability 0 Wash Sieve Analysis ❑ Other: Material Classification:1 1/2" double washed crushed stone Project Specification Conformance Results 0 Does conform: ❑ Does NOT conform: ❑ Marginally does nor conform...Basis: El No Specifications provided to our office. 0 Specifications provided to our office but sample not submitted to a specific use. ❑ Sample submitted without Indication of Intended use and without specifications. GENERAL REMARKS: •EVIEWED BY: Geotechnical Department e4.___ Our reports are available in PDF form via email. Please email us at reportseuteofmass.com for more information. i L , ," of Massachusetts "Losip, 'The Construction Testing People' Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Testing Results -Transmittal Report Report Date 08-11-2016 Report No. 6 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost Accounts Payable Liana Dahnke • • lits of Massachusetts, Inc. Page 3 ' 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6218(Fax) • Report Date 08-11-2016 Report No. 6 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA • Particle Size Distribution Report '. al S s I alfa 818 ' - WO • 1 I 1 I I r I I I I 1 • 1 I go I I I • 1 I I I 50 1 1 + 4 .I I I I . 70re u.1 ea i -- T. Z 50 F + 8 Icc I I I 1 I I 40 1 I 1 I 1 30 1 1 — I• 1 I I 20 1 1 I I 10 1 1 1 1 T I I I I 0 l 1. I I 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm. %N' %Orel %Sand %Fine Corm _ Fie Cote I Medium I Fins Silt I Clay 0.0 96.3 3.7 • SIEVE PERCENT SPEC.' PASS? Material Description SIZE FINER PERCENT (X.NO) 1 1/2"DOUBLE WASHED CRUSHED STONE 2" 100.0 1.5" 94.1 1" 19.8 Atterberg Limits 3/4" 3.7 Pt= LL= P1= coefficient* Dg0=36.8815 D85=35.6894 D80=31.3792 D50=29.9416 030=27.0865 D15=24.4032 Dip=23.0122 •Cu= 136 Cc= 1.02 C1asslflcatio0 USCS= AASHTO= Remarks . (no specification provided) Source of Sample:CAPE COD AGGREGATE,HYANNIS,MA-I 1/2"DOUBLE WASHED CR.STONE . — Sample Number.817 Date: 8/11/2016 UTS OF MASSACHUSETTS,INC. 1Cllent: NEI GENERAL CONTRACTING 5 Richardson Lane Project: MAPLEWOOD MEMORY CARE,WEST YARMOUTH,MA I Stoneham, MA 02180 Prefect No: 19569 Figure 6.0 ,ms it Of Massachusetts a ill� + 'The Construction Testing People' • r Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Testing Results -Transmittal Report Report Date 08-11-2016 Report No. 5 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Sample Submitted By Sample No. 8 16 .® Our Representative: Paul sirignano Date Submitted: 8/4/16 n Other: Source of Sample ❑ On-Site Existing @ location: ® OffSite Borrow from: Cape Cod aggregate, Hyannis, MA 3/4" crushed stone Proposed Use: below slab Material Submitted As: ❑ Structural/Granular Fill: ❑ Ordinary Borrow: MED M1.01.0 (Shall be approved by the Architect) 0 GraveIBOITOw: MHD M1.03.0 Type: Processed Gravel For Base Course: MHD 141.03.1 Sand Borrow: MHD M1.04.0 Type: O Reclaimed Pavement Borrow for Base Course: MHD M1.11.0 ❑ Crushed Stone: MHD M2.01.0 O Dense Graded Crushed Stone for Base Course: MHD M2.01.7 O Common Borrow: ❑ Drainage Fill: El Other crushed stone Requested Testing ❑ Atterberg Limits El Gradation Analysis 0 Hydrometer ▪ 0 Modified Proctor 0 Permeability 0 Wash Sieve Analysis ❑ Other: Material Classification:crushed stone Project Specification Conformance Results O Does conform: ❑ Does NOT conform: O Marginally does nor conform...Basis: El No Specifications provided to our office. O Specifications provided to our office but sample not submitted to a specific use. ❑ Sample submitted without indication of intended use and without specifications. GENERAL REMARKS: •EVIEWED BY: Geotechnical Department ^ / ' Our reports are available in PDP form via email. Please email us at reportseutsofmass.com for _more information. -fi"l Of Massachusetts stirai ii e 'The Construction Testing People' ter Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Testing Results -Transmittal Report Report Date 08-11-2016 Report No. 5 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • 4111 UTS of Massachusetts, Inc. Page 3 F Rlc1lardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) • Report Date 08-11-2016 Report No. 5 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Attachment Particle Size Distribution Report 1A tX. G : c I: II ! 1 CEO 100 1 • 1 I 11 1 I II I 1 I I I J I So I I I I INe0 1 1 _ I LL I # = 60 I I CC 40 I 1 I I Bo 1 1 I I I I 20 + # # I I I 10 1 I I i T 1 . I I I I 0 J 1 I 1 J L 100 10 1 0.01 0.001 GRAIN SIZE-mm. %�J- . %Gaol %S.nd %Ann Cons An Como I Medium I An SIR I Cly 0.0 29.1 69.4 1.5 SIEVE PERCENT SPEC.' PABST Material Description 812E FRIER PERCENT (%.NO) 3/4"CRUSHED STONE 1.5 100.0 I" 98.3 3/4" 70.9 1/2 9.4 PL= LLL PIS 3/5" 2.1 84 1.5 Coefcient% Dg0=22.4453 '085=213157 Der 17.7748 D5o 16.7583 D30= 14.8912 D15= 133986 13t0= 12.7807 Cu= 1.39 Cc= 0.98 USCS= ClassM AASHTO = Remark. (n specification provided) • Source of Sample:CAPE COD AGGREGATE,HYANNIS,MA 3/4"CRUSHED STONE Sample Number.816 Date: 8/11/2016 UTS OF MASSACHUSETTS,INC. Client HEI GENERAL CONTRACTING SRichardson Lane ProjectMAPLEWOODMEMORYCARE,WESTYARMOUTH,MA Stoneham,MA 02180 Project No: 19569 Figure �. •; Of Massachusetts • I. :��4i 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781438-6216(Fax) Soil Testing Results - Transmittal Report Report Date 08-11-2016 Report No. 4 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Sample Submitted By Sample No. 814 ,9 Our Representative: Paul sirignano Date Submitted: 8/9/16 n Other: Source of Sample ❑ On-Site Existing @ location: O Off-Site Borrow from: JW Dubis Pit, Chatham,MA ordinary fill Proposed Use: miscellaneous grading Material Submitted As: ❑ Structural/Granular Fill: ❑ Ordinary Borrow: MHD M1.01.0 (Shall be approved by the Architect) lip Gravel Borrow: MHD M1.03.0 Type: 0 Processed Gravel For Base Course: MHD M1.03.1 ❑ Sand Borrow: MHD M1.09.0 Type: O Reclaimed Pavement Borrow for Base Course: MHD Ml.11.0 ❑ Crushed Stone: MHD M2.01.0 O Dense Graded Crushed Stone for Base Course: MHD M2.01.7 9 Common Borrow: ❑ Drainage Fill: ❑ Other: Requested Testing ❑ Atterberg Limits 0 Gradation Analysis 0 Hydrometer ▪ ® Modified Proctor 0 Permeability ® Wash Sieve Analysis ❑ Other: Material Classification:sand Project Specification Conformance Results 0 Does conform: 0 Does NOT conform: 0 Marginally does not*conform...Basis: ® No Specifications provided to our office. 0 Specifications provided to our office but sample not submitted to a specific use. ❑ Sample submitted without Indication of intended use and without specifications. •GENERAL REMARKS: REVIEWED BY: Geotechnical Department (l,✓/,tom Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. L /. ../..11,t 1 Of Massachusetts • +;+'writee -The Construction Testing People' Page 2 5 Richardson Lane, Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) Soil Testing Results -Transmittal Report Report Date 08-11-2016 Report No. 4 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting - CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02190 781-438-7755(Voice)781-438-6216(Fax) • Report Date 08-11-2016 Report No. 4 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA Particle Size Distribution Report m0 i I 90 SO 70 LU LL z SD LU CD 40 O. • 30 • 20 1 • I 10 I 1 I I I 0 1 100 10 1 0.1 0.01 0.001 • GRAIN SIZE-mm. $�0" %Gravel %Sand %Floes Coati• Fine Coarse Medium Fina Silt I Clay 0.0 6.6 4.7 4.6 45.0 30.4 8.7 SIEVE PERCENT SPEC' PASS? Material Description SIZE FINER PERCENT (X=NO) F-M SAND,LITTLE GRAVEL,TRACE SILT 2" 100.0 1.5" 96.1 1' 94.2 Atterbera LImits 314' 93.4 PL= NP LL= NV PI= NP 3/8" 90.9 #4 88.7 Coefficients #10 84.1 090=7.3173 065=2.1811 060=0.7225 420 65.6 050=0.5573 030=0.3333 D15=0.1740 #40 39.1 D10=0.0979 Cu- 7.38 Cr 1.57 #50 26.5 Classification #100 13.2 USCS= SW-SM AASHTO= A-1-b #200 8.7 Remarks ' (no specification provided) • Source of Sample:JW DUBIS PIT,CHATHAM,MA-ORDINARY FILL 814 Date: 8/11/2016 Sample Number. UTS OF MASSACHUSETTS, INC. Client: NEI GENERAL CONTRACTING 5 Richardson Lane Project MAPLEWOOD MEMORY CARE,WEST YARMOUTH,MA Stoneham,MA 02180 project No: 19569 Figure ____ UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) • Report Date 08-11-2016 Report No. 4 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA COMPACTION TEST REPORT 135 •o 132.5 , 1r .2. 130 . ' IraZAV for • c . NI a 2.75.75 O 127.5 125 122.5 • 3 4.5 6 7.5 9 10.5 12 Water content,% —41--Rock Corrected —0--Uncorrected Test specification: ASTM D 1557-91 Procedure A Modified ASTM D 4716-87 Oversize Corn Applied to Each Test Point Elev/ Classification Nat. %' %< Depth USCS AASHTO Moist Sp.G. LL PI 114 No.200 SW-SM A-1-b 2.75 NV NP 11.3 8.7 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density=134.3 pcf 131.1 pcf F-M SAND,LITTLETRAVEL.TRACE Optimum moisture=7.6% 83% • I Project No. 19569 Client: NEI GENERAL CONTRACTING Remarks: Project: MAPLEWOOD MEMORY CARE,WEST YARMOUTH,MA 10 Source:IW DUBIS PIT,CHATHAM,MA-ORDINARY FILL UTS OF MASSACHUSETTS,INC. 5 Richardson Lane I Stoneham MA 02180 Figure ,. �;1 Of Massachusetts stats`s7 'The Construction Testing People' • `,.a r Page 1 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Soil Testing Results -Transmittal Report Report Date 08-11-2016 Report No. 3 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Sample Submitted By Sample No. 815 ▪® Our Representative: Paul Sirignano Date Submitted: 8-9-16 n Other: Source of Sample ❑ On-Site Existing @ location: ® Off-Site Borrow from: JW Dubis Pit, Chatham, MA - recycled ashpalt Proposed Use: Below pavement Material Submitted As: ❑ Structural/Granular Fill: ❑ Ordinary Borrow: MHD M1.01.0 (Shall be approved by the Architect) o Gravel Borrow: MHD M1.03.0 Type: Processed Gravel For Base Course: MHD M1.03.1 0 Sand Borrow: MHD M1.09.0 Type: O Reclaimed Pavement Borrow for Base Course: MHD Ml.11.0 ❑ Crushed Stone: MHD M2.01.0 ❑ Dense Graded Crushed Stone for Base Course: MHD M2.01.7 O Common Borrow: ❑ Drainage Fill: El Other Pavement base Requested Testing ❑ Atterberg Limits ® Gradation Analysis 0 Hydrometer • El Modified Proctor 0 Permeability ® Wash Sieve Analysis ❑ Other Material Classification: Reclaimed asphalt Project Specification Conformance Results 0 Does conform: 0 Does NOT conform: 0 Marginally does not`conform...Basis: ® No Specifications provided to our office. O Specifications provided to our office but sample not submitted to a specific use. ❑ Sample submitted without indication of Intended use and without specifications. GENERAL REMARKS: •EVIEWED BY: Geotechnical Department Our reports aro available in PDD form via email. Please email us at reports@utsofmass.co(m`J�for r more information. Of Massachusetts a �r -The Construction Testing People' vorI Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Testing Results - Transmittal Report Report Date 08-11-2016 Report No. 3 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781-438-6216(Fax) • Report Date 08-11-2016 Report No. 3 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA Particle Size Distribution Report e .N sX xz e a a * a a : 103 1 r I I 1 90 • I I I I 80 -1 + t I I I 70 T I I Z 1 aD I I I I Z V I W 40 T a I J0 J 1 • 2D 10 j 0 I L 103 10 1 0.1 0.01 0.001 GRAIN SIZE-mm. "5, ie.Gravel V.Sand V.Finn Cone Fine Caine Medium Fine Silt I Clay 0.0 10.3 28.9 6.9 26.9 21.8 52 SIEVE PERCENT SPEC" PASS? Material Description SIZE FINER PERCENT (X-NO) F-M SAND,AND GRAVEL,TRACE SILT 1.5" 100.0 I" 95.5 3/4" 89.7 Atterbsnlimits 318" 72'7 PL= NP 'LL= NV PI= NP #4 60.8 #10 53.9 Coefficients *20 423 Dgo= 19.2939 D55= 15.6819 D50=4.4292 #40 27.0 D50= 1.3761 D30=0.4801 D15=0.2522 #50 18.4 D10=0.1745 Cr 25.38 Cc= 0.30 #100 8.6 Classification #200 5.2 USCS= SP-SM AASHTO= A-1-b Remarks (no specification provided) • _ Source of Sample:JW DUBIS PIT,CHATHAM,MA-RECYCLED ASPHALT Sample Number.815 Date: 8/11/2016 UTS OF MASSACHUSETTS, INC. Client NEI GENERAL CONTRACTING 5 Richardson Lane Project MAPLEWOOD MEMORY CARE,WEST YARMOUTH,MA Stoneham, MA 02180 _ Project No: 19569 Figure _ UTS.of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781-438-6216(Fax) . Report Date 08-11-2016 Report No. 3 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA COMPACTION TEST REPORT ZAV for 132.5 Sp.G.= 2.75 • % 13)1 poi 130 127.5 • • 125 • 122.5 1201.5 3 4.5 6 7.5 9 10.5 Water content,% -Rock Corrected —O--Uncorrected Test specification: ASTM D 1557-91 Procedure C Modified ASTM D 4718-87 Oversize Corr.Applied to Each Test Point Elevl Classification Nat. %> %< Depth USCS AASHTO Moist. Sp.G- LL PI 3M In. No.200 SP-SM A-I-b 2.75 NV NP 10.3 5.2 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density=130.1 pcf 126.8 pcf F-M SAND,AND GRAVEL,TRACE SILT Optimum moisture=6.8% 7.5% 'Project No. 19569 Client: NEI GENERAL CONTRACTING Remarks: • Project: MAPLEWOOD MEMORY CARE,WEST YARMOUTH,MA o Source:JW DUBIS PIT,CHATHAM,MA-RECYCLED ASPHALT UTS OF MASSACHUSETTS,INC. 5 Richardson Lane Stoneham,MA 02180 Figure l "11 fi Of Massachusetts 11t , Il 'The Construction Testing People' „onto, -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-04-2016 Report No. 18 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 25 SET 1LOCATION: Wall, column line 36 at E .,.Total Unit Slump(in.) 5 1/2 Lab Size Area Date. Date Age Load load Fracture- Air Temp.(F.) 82 No. (in.) (sq.in.) Condition Cast Tested - Days (lbs.) (psi.) Type - Conc Temp(F) 70 x654 4.00 x 8.00 12.57 Good 08/04/16 08/11/16 7 31,000 2,470 2 Truck No. 66 X655 4.00 x 8.00 12.57 Good 08/04/16 08/18/16 14 42,000 3,340 1 Ticket No. 9454 X656 4.00 x 8.00 12.57 Good 08/04/16 09/01/16 28 55,000 4,380 1 Time 2:30 657 4.00 x 8.00 12.57 Good 08/04/16 09/01/16 28 56,000 4,460 2 Unit Wtlb3/CU ft 658 4.00 x 8.00 12.57 Good 08/04/16 09/01/16 28 53,500 4,260 1 A1C Content(%) GENERAL REMARKS: inspector Premium Travel Name Time Hours - Time Paul Sirignano No Min Day 2.5 Hr(a) REVIEWED BY: Bryan M. Crabtree />�/� FRACTURE TYPES jj/! (� , ( r fN R / A 1 \ / Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mm)of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from • Type 1 Our reports are available in PDF form via email. Please email us at reports9utsofmast.com for store information. Of Massachusetts +" 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-04-2016 Report No. 18 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost Accounts Payable Liana Dahnke • • �� �- � ta r Of Massachusetts L l's-1 "The Construction Testing People'lfr Page 3 Illr 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-04-2016 Report No. 18 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Wall, column lines 36-90 at E-F.6 Method of Placement: ❑Pump ®Chute Discharge 0 Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: 9 Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer ® Field •❑ Other Placement Protection: 0 Thermal Blankets 0 Heat 0 None ® Other Slump Specification(in.) 5 +/- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: 41111 URS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) • Report Date 08-09-2016 Report No. 18 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA a , '- !+i.iC4 Ia Of ssachusens Inc. 'S4" The Construction Testing People" Page# I. On DAILY REPORT OF CONCRETE POUR PROJECT NAME: 1%3?\CUJoco bykem.1W C+a C PROJECT NO.: W .`/1.tu-*0-ct DATE: 4:6 I6 AIR TEMP.; Q?° TOTAL YARDS: �}S LOCATION OF POUR: UJQ\\ 1671-\o Load & Slump Batching Batching Time In Yards Concrete % of Ticket# No.of Truck# Inches In Out Minutes Temp. Air Cylinders Ei g S%. \'.3o a;ss egg 1a ']o' 4s&( A-s • 7a a:So vsN gl-i s/ 64163 . • • _ INSPECTOR: QA.w\ S tn^48Jb.P REMARKS: 30'1-1 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (7811 438-6216 40 r.. : �� J. -, l Of Massachusetts Ilii:+;�i "The Construction Testing People' •r 14s Fiji -Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-04-2016 Report No. 18 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: c-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 25 SET I LOCATION: Wall, column line 36 at E .Total Unit Slump(in.) 5 1/2 Lab " Size 'Area Date Date Age Load Load Fracture. Air Temp.(F.) 82 No. -(in.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) f Type Conc Temp(F) 70 X654 4.00 x 8.00 12.57 Good 08/04/16 08/11/16 7 31,000 2,470 2 Truck No. 66 X655 9.00 x 8.00 12.57 Good 08/04/16 08/18/16 14 42,000 3,340 1 Ticket No. 9959 X656 4 x 8 12.57 Good 08/04/16 09/01/16 28 Time 2:30 X657 4 x 8 12.57 Good 08/04/16 09/01/16 28 Unit Wtlbs/CU ft 658 9 x 8 12.57 Good 08/09/16 09/01/16 28 Air Content(%) GENERAL REMARKS: Inspector Premium Travel Name Time ` Hours Time Paul Sirignano No Min Day 2.5 Erlsl REVIEWED BY: Bryan M. Crabtree ///� FRACTURE TYPES /{/�(' : 1).\\ X ,\ / Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder Is (25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reporta@utsofmasa.com for more information. ,, ,, ., Of Massachusetts req:`'7 'The Construction Testing People' • `y i" Page 2 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-04-2016 Report No. 18 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • Of Massachusetts VI" ws-1 'The Construction Testing People' Page 3 fle 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-04-2016 Report No. 1 8 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 29 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT •Total Pour: Wall, column lines 36-90 at E-F.6 Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: 0 Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ® Field •❑ Other Placement Protection: 0 Thermal Blankets 0 Heat ❑ None ® Other Slump Specification(In.) 5 +1- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-436.7755(Voice)781.438.6216(Fax) • Report Date 08-09-2016 Report No. 18 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA s . ;";s a®'t Massachusetts Inc. IL�::`.it The Construction Testing9 ��=y Page# � On • - DAILY REPORT OF CONCRETE POUR PROJECT NAME: NP` woe ).Aal.11,/ C444.4. PROJECT NO.: L) Waco-at'. DATE: c6-.1:+- 16 AIR TEMP.: $?° TOTAL YARDS: 2-S LOCATION OF POUR: W4.\\ j ';b Mo " C - F'6 • Load & Slump Batching Batching Time In Yards Concrete % of Ticket# No. of Truck# Inches In Out Minutes Temp. Air Cylinders 66 -41g. ,x30 wss8 gg . 10 10' / Q4 L A-5 S5 ?:O° 4: an 8'1 -IF weigi • '12• a:3o 3:61-1 Q4 q/463 • I • INSPECTOR: Qiw� S tM ty VMIt* REMARKS: ..50-61 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 C .-- ti L. ,- siith • - • 0 Of Massachusetts L "u " 1 'The Construction Testing People' Ny 46% Page 1 5 Richardson Lane, Stoneham, MA 02180 781438-7755(Voice)781-43B-6216(Fax) Compressive Strength Report - Concrete Report Date 08-04-2016 Report No. 18 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 c-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: i I CUBIC YARDS: 25 SET 1 LOCATION: Wall, column line 36 at E Total Unit Slump(in.) 5 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 82 No. (in.) (sq.in.) Condition Cast Tested Days ' (lbs.) (psi.) Type '' Conc Temp(F) '70 X659 9.00 x 8.00 12.57 Good 08/04/16 08/11/16 7 31,000 2,970 2 Truck No. 66 X655 4 x 8 12.57 Good 08/04/16 08/18/16 19 Ticket NO. 9959 X656 4 x 8 12.57 Good 08/04/16 09/01/16 28 Time 2:30 X657 4 x 8 12.57 Good 08/04/16 09/01/16 28 Unit Wtlbs/cu ft 658 4 x 8 12.57 Good 08/04/16 09/01/16 28 Air Content(%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Paul Sirignano No Min Day 2.5 Hr(s) REVIEWED BY: Bryan M. Crabtree ///� • FRACTURE TYPES �/((' / ) kt ir it i X \ l Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder Is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. L� ,. -hit Of Massachusetts me �ir -The Construction Testing People' .. r Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-04-2016 Report No. 18 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • �;1 Of Massachusetts 06 7 'The Construction Testing People' 0.<0,11/7411Pane 3 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-04-2016 Report No. 18 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Wall, column lines 36-90 at E-F.6 Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: ' Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 HaylStraw 0 Trailer ® Field ❑ Other •IacementProtection: 0 Thermal Blankets 0 Heat 0 None 9 Other Slump Specification (in.) 5 +1- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: • • i UYS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) • Report Date 08-04-2016 Report No. 18 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Attachment ♦ � `I 111i �Of Massachusetts hu. �� %$��IM The Construction Testing ng Pea*~ Page# I On DAILY REPORT OF CONCRETE POUR PROJECT NAME: jA Is•R CM-C PROJECT NO W .yAtWc+.etN DATE: ,- 16 AIR TEMP.:- cti-° TOTAL YARDS: 'aS LOCATION OF POUR: JAM\ / 3 'Mo —Y_ - b Load & Slump Batching Batching Time In Yards Concrete % of Ticket# No. of Truck# Inches In Out Minutes Temp. Air Cylinders 6 6 S15' 16.3° a:st g8 . 1a /o' / q4 & I A-s 55 a.0' 3: an Si Vtiy • eras a:30 3:49-1 $1-1 gl-ta I ' • • • • INSPECTOR: QA.w\ S tM fj(%Ws' REMARKS: 3021 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 L�w� Of Massachusetts �� ./ 'The Construction Testing People' Nr rj -Page 1 5 Richardson Lane, Stoneham,MA 02180 781438.7755(Voice)781438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-02-2016 Report No. 17 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 300041 3/4" I No. Of Sets: 1 I CUBIC YARDS: 6 SET 1 LOCATION: Footing at Southwest side of building J '.Total Unit Slump(in.) 5 1/2 Lab Size Area Date Date Age Load Load Fracture, Air Temp.(F.) 75 No. (In.) '(sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 76 X061 4.00 x 8.00 12.57 Good 08/02/16 08/09/16 7 31,000 2,470 2 Truck No. 53 X062 4.00 x 8.00 12.57 Good 08/02/16 08/16/16 19 91,000 3,260 2 Ticket No. 8921 X063 4.00 x 8.00 12.57 Good 08/02/16 08/30/16 28 53,000 4,220 1 Time 2:10 069 4.00 x 8.00 12.57 Good 08/02/16 08/30/16 28 55,000 4,380 2 Unit Wtlbs/CU ft .065 9.00 x 8.00 12.57 Good 08/02/16 08/30/16 28 56,000 9,960 1 Alr Content(%) GENERAL REMARKS: *Same day call in Inspector Premium Travel Name Time Hours Time Dave Mussulli No Min Day 2.5 Hr(s) REVIEWED BY: Bryan M. Crabtree side FRACTURE TYPES �r(' X )\ k ,?) \ 7 / / N Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder Is (25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from • Typal Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. rs of Massachusetts "1 tr-I 'The Construction Testing People' % Paget 5 Richardson Lane,Stoneham, MA 02180 781.438.7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-02-2016 Report No. 17 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost Accounts Payable Liana Dahnke • 410 �er Z a Of Massachusetts g.+ is �y� ? 'The Construction Testing People' N. . Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-02-2016 Report No. 17 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Footing at Southwest side of building Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ® Field 4.13 Other Placement Protection: ❑Thermal Blankets 0 Heat ❑ None ® Other Slump Specification(in.) 4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: • UTS of tAassachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) • Report Date 08-02-2016 Report No. 17 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA Aug 101605:42a Lynne Mussulli 5084763199 p.3 '. Of Massachusetts Inc. i ,IV eop The Construction Testing PPage* VIA n / DAILY REPORT OF CONCRETE POUR • PROJECT NAME: `V A1;& k) 0.s k / PROJECT NO.: DATE: 6 , - \ AIR TEMP.: -2% TOTAL YARDS: Co LOCATION OF POUR: a ' ) 3Ic !C\€.R ', Oo`1 r o 5 Load & Slump Batching Batching Time In Yards Concrete %of Ticket 4' -No.of Truck# Inches In Out Minutes Temp. Air Cylinders_ • I - . I i • I I . I i I I I j I • I INSPECTOR: 4/1701/4,I/le ) REMARKS: i 5 Richardson Lane,((( Stoneham, Massachusetts 02180 (781) 438-7755 Fax 1781) 438-6216 if . ,in Of Massachusetts v hams j1 'The Construction Testing People' -Page 1 VIA I, •Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Concrete Field Report Report Date 08-02-2016 Report No. 7 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting WEATHER: .TIME: CONTACT: SUMMARY: Transported one set of cylinders cast on 08/01/2016 to the lab for testing. GENERAL REMARKS: Inspector - - Premium - Travel Name - Time Hours Time Dave Mussulli No •EVIEWED BY: William P. Crabtree tQr Wi Our reports are available in PDF form via email. Please email us at reportseutsofmass.com for more information. Cc: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs • Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost Accounts Payable Liana Dahnke • Let:-... ,,,‘,i Of Massachusetts „;::`s.r , 'The Construction Testing People' -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.4384216(Fax) Compressive Strength Report -Concrete Report Date 08-02-2016 Report No. 17 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete CO. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4” I No. Of Sets: 1 I CUBIC YARDS: 6 SET 1 LOCATION: Footing at Southwest side of building Total Unit Slump(in.) 5 1/2 Lab Size - Area Date Date Age -:Load Load Fracture L ipir Temp.(F.) 75 No. . (In.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Cone Temp(F) 76 X061 4.00 x 8.00 12.57 Good 08/02/16 08/09/16 7 31,000 2,470 2 z 1 Truck No. 53 X062 4.00 x 8.00 12.57 Good 08/02/16 08/16/16 14 41,000 3,260 Ticket No. 8421 X063 4.00 x 8.00 12.57 Good 08/02/16 08/30/16 28 53,000 4,220 Time 2:10 X064 4.00 x 8.00 12.57 Good 08/02/16 08/30/16 28 55,000 4,380 2 Unit Wtlbs/cu ft 065 4.00 x 8.00 12.57 Good 08/02/16 08/30/16 28 56,000 4,460 1 Air Content(%) GENERAL REMARKS: *Same day call in Inspector Premium Travel Name Time Hours Time Dave Mussulli No Min Day 2.5 Hr(s) REVIEWED BY: Bryan M. Crabtree '/e FRACTURE TYPES / M / X X 1 ' R Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Types cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is (25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. At Of Massachusetts t l I u'`, 'The Construction TestingPeople' N. !I Page 2 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-02-2016 Report No. 17 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost Accounts Payable Liana Dahnke • • 1,1ItL ,,Ni, Of Massachusetts at � .,���' 'Tho Construction Testing People' • V. !i Page 3 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-02-2016 Report No. 17 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete CO. Cape Cod Ready Mix FIELD SUMMARY REPORT •Total Pour: Footing at Southwest side of building Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other. Method of Concrete Consolidation: El Vibrator 0 Other Other: Cylinder Fabrication Location: 9 Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer 9 Field ❑ Other •iacement Protection: 0 Thermal Blankets 0 Heat 0 None ® Other Slump Specification(in.) 4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: • UTS otMassachusetts, Inc. Page 4 5 IUchardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 08-02-2016 Report No. 17 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA Aug 10 16 05:42e Lynne Museum 5084763199 p.3 / - rit all Of Massachusetts Inc. s t." The Construction TestingPeoples �' ,�i DAItLYREPORTOFNCRr People" Page PROJECT NAME: '1 AitAL� N o.)2A PROJECT NO.: Q DATE: L7 •D. tt t`o ''� ll 'sick AIR TEMP.: —2, TOTAL YARDS: Co LOCATION OF POUR: $. U-I Sic .0R 64[% i o 04!r o 5 Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No.of Truck: Inches In Out Minutes Temp. Air Cylinders c 3 I -. . • Sc) _ ?elf, • • • 1 INSPECTOR:ezilltr i./fir REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (7811 438.6216 1.-; �. ...11: Of Massachusetts +�«� 7 'The Construction Testing People' • ` � % Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-02-2016 Report No. 17 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: c-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 6 SET 1 LOCATION: Footing at Southwest side of building ;Total .Unit Slump(in.) 5 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 75 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 76 X061 4.00 x 8.00 12.57 Good 08/02/16 08/09/16 7 31,000 2,470 2 Truck No. 53 x062 4.00 x 8.00 12.57 Good 08/02/16 08/16/16 14 41,000 3,260 2 Ticket No. 8921 X063 4 x 8 12.57 Good 08/02/16 08/30/16 28 Time 2:10 x064 4 x 8 12.57 Good 08/02/16 08/30/16 28 Unit Wtlbs/Cu ft 065 4 x 8 12.57 Good 08/02/16 08/30/16 28 Air Content(%) GENERAL REMARKS: *Same day call in Inspector ` Premium Travel Name - Time Hours -. Time . . Dave Mussulli No Min Day 2.5 Urfa) REVIEWED BY: Bryan M. Crabtreeg ///a • FRACTURE TYPES (/ /Y((' / N. ) R A )\, , \ \ J / Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. �� s•.?,x Of Massachusetts t "T `rl 'The Construction Testing People' �, ide Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781-438.6216(Fax) Compressive Strength Report - Concrete Report Date 08-02-2016 Report No. 17 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NET General Contracting Concrete Co. Cape Cod Ready Mix OC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • 110 we; Of Massachusetts rti� 7l 'The Construction Testing People" •`'jJee Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-02-2016 Report No. 17 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Footing at Southwest side of building Method of Placement: 0 Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer ® Field ❑ Other Wlacement Protection: 0 Thermal Blankets 0 Heat 0 None ® Other Slump Specification(In.) 4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: • • .,UTS`of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-439.6216(Fax) • Report Date 08-02-2016 Report No. 17 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA Aug 101605:42a Lynne Musaulli 5084763199 p.3 Of Massachusetts Inc. * " �� I� The Construction Testing '9s Page ^fl J DAILY REPORT OF CONCRETE POUR • PROJECT NAME: `CJI e? !O o ek PROJECT NO.: Q DATE: ' ' tD+ • tr }} AIR TEMP.: 7% o $. TOTAL YARDS: C LOCATION OF POUR: LL) S r 0R b';(,{.Q ', qD?,.f a 5 Load & S!urnp Batching Batching Time In Yards Concrete %of Ticket: I No. of Truck# Inches In Out Minutes Temp. Air Cylinders • I . Ia • i I 1 I 1 I I I I • INSPECTOR:y ./7111/41 Lf.it tilt 1 REMARKS: ' 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438.6216 1 %Cr ,. �;1 Of Massachusetts IL 4511 601 +."? 'The Construction Testing People' • , r Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-02-2016 Report No. 17 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" INo. Of Sets: 1 I CUBIC YARDS: 6 SET 1 LOCATION: Footin. at Southwest side of building Total Unit Slump(in.) 5 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 75 No. `(in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) - Type Conc Temp(F) 76 X061 4.00 x 8.00 12.57 Good 08/02/16 08/09/16 7 31,000 2,470 2 Truck No. 53 x062 9 x 8 12.57 Good 08/02/16 08/16/16 19 Ticket No. 8421 x063 4 x 8 12.57 Good 08/02/16 08/30/16 28 Time 2:10 X069 9 x 8 12.57 Good 08/02/16 08/30/16 28 Unit Wtlbs/Cu ft 065 9 x 8 12.57 Good 08/02/16 08/30/16 28 Air Content(%) GENERAL REMARKS: *Same day call in inspector Premium Travel Name ' Time Hours r. Time Dave Mussulli No Min Day 2.5 Hr(s) REVIEWED BY: Bryan M. Crabtreeig ,//e FRACTURE TYPES / fie f/ ),;., I N X /t\ A // Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mm]of cracking no welldeflned cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. � ,. �;is Of Massachusetts ��;Ill 'The Construction Testing People' �y e, Page 2 . 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-02-2016 Report No. 17 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix cc: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • 111'L ,;1 Of Massachusetts o+�a1 'The Construction Testing People' �, / Page 3 • 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-02-2016 Report No. 17 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT •Total Pour: Footing at Southwest side of building Method of Placement: 0 Pump ®Chute Discharge 0 Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ® Field El Other S'lacement Protection: 0 Thermal Blankets ❑ Heat ❑ None ® Other Slump Specification(in.) 4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: • 0 ' UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781438-6216(Fax) • Report Date 08-02-2016 Report No. 17 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA Aug 101605:42a Lynne Musaulli 5084763199 p.3 L >401 Massachusetts Inc. *g..n�7i "The Construction Testing Peop'° Page _ �n r DAILY REPORT OF CONCRETE POUR • PROJECT NAME: Y'✓� /e k) , ,ek PROJECT NO.: DATE: t• •pc. ie AIR TEMP.: 7TOTAL YARDS: Co LOCATION OF POUR: GJ) /AO 0-1? 'Oct !, 1DT`Yo5 Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No.of Truck# Inches In Out Minutes Temp. Air Cylinders c3 �,1Ir {1 ; ,�.GO - : . - I __ Q., i J 1 I • I 1 1 1 I _ 1 1 1 i 1 1 1 1 •I • INSPECTOR: i//�/r: •f-1� REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 1 ire N. L ,e.tt Of Massachusetts 11 4`x.7 wiri 'The Construction Testing People' r -Page 1 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-4384216(Fax) Compressive Strength Report-Concrete Report Date 08-01-2016 Report No. 16 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: c-in c-n C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 33 SET 1 LOCATION: Foundation Footings Total ,Unit Slump(in.) 5 Lab - Size Area Date Date Age Load Load Fracture Air Temp.(F.) 83 No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 65 W077 4.00 x 8.00 12.57 Good 08/01/16 08/08/16 7 31,000 2,470 2 2 1 2 Truck No. 66 W078 4.00 x 8.00 12.57 Good 08/01/16 08/15/16 14 41,000 3,260 Ticket No. 8378 W079 4.00 x 8.00 12.57 Good 08/01/16 08/29/16 28 55,000 4,380 Time 2:15 W080 4.00 x 8.00 12.57 Good 08/01/16 08/29/16 28 53,500 4,260 UnitWtlbs/cu ft W081 4.00 x 8.00 12.57 Good 08/01/16 08/29/16 28 52,500 4,180 1 Alr Content(%) GENERAL REMARKS: Inspector Premium Travel Name _ - Time Hours - Time Michael Walsh No Min Day 2.5 Hr(s) -REVIEWED BY: Bryan M. Crabtree //a FRACTURE TYPES �((' j4 A (‘ / N x x I/ / Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Weil-formed cons on Columns!'vertical Diagonal fracture Side fractures at top Similar to Type 6 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder is (25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reportaeutaofmase.com for more information. 111 f ;ai Of Massachusetts at s` 7 'The Construction Testing People' • �! +� Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 08-01-2016 Report No. 16 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • 11,,re; Of Massachusetts ek +1� 'The Construction Testing People' . �--a. - Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 08-01-2016 Report No. 16 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour Foundation footings and piers Method of Placement: ❑Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket ❑Hay/Straw 0 Trailer 9 Field ❑ Other ',Placement Protection: 0 Thermal Blankets 0 Heat 0 None ® Other Slump Specification(in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: 0 UTS ofMnssachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781-438-6216(Fax) • Report Date 08-01-2016 Report No. 16 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA :••:; Of Massachusetts Inc. 11 so. . n i -The Construction resting ' Page# DAILY REPORT OF CONCRETE POUR CT NAME: Map it uinncJ PROJECT NO.: $/f//6 Ipp a AIR TEMP.: 8.3 ° TOTAL YARDS: 3.3 ION OF POUR: -Patin flasks ) 4,01.; tL M/S Slump Batching Batching Time In Yards Concrete %of Ticket# No.of # Inches In Out Minutes Temp. Alr Cylinders S a:00 a: YS ,/I, 6s° 8378 A _5 3;00 3: 30 '�� 8380 • 3: 115 9:36 1733 8611 I _ CTOR: H Ke Ida IS n REMARKS: ardson Lane. Stoneham. Maa.°..w..,...°.. nn.11A ,.n.., ,. �y •Of Massachusetts ��� i 'The Construction Testing People' Nr `� Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-01-2016 Report No. 16 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-193 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 33 SET 1 LOCATION: Foundation Footings Total Unit Slump(in.) 5 Lab ^'Size Area Date Date Age Load Load Fracture Air Temp.(F.) 83 No. (in.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type ll Conc Temp(F) 65 W077 4.00 x 8.00 12.57 Good 08/01/16 08/08/16 7 31,000 2,470 2 Truck No. 66 W078 4.00 x 8.00 12.57 Good 08/01/16 08/15/16 14 41,000 3,260 2 Ticket No. 8378 W0794 x 8 12.57 Good 08/01/16 08/29/16 28 Time 2:15 0080 4 x 8 12.57 Good 08/01/16 08/29/16 28 Unit Wtlbs/tuft 081 4 x 8 12.57 Good 08/01/16 08/29/16 28 All Content(%) GENERAL REMARKS: inspector :.Premium Travel Name Time - Hours Time - Michael Walsh No Min Day 2.5 Hr(s) REVIEWED BY: Bryan H. Crabtree //s FRACTURE TYPES / �((� r i � I / 4ilt t\\ \ f Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder Is (25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from • Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. J. r-.10 -Of Massachusetts +' ims , 'The Construction Testing People' �; Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-01-2016 Report No. 16 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • • L. . Of Massachusetts +� *14-1 'The Construction Testing People' ` fir Page 3 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-01-2016 Report No. 16 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Foundation footings and piers Method of Placement ❑Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket ❑Hay/Straw 0 Trailer ® Field Other Placement Protection: 0 Thermal Blankets 0 Heat 0 None ® Other Slump Specification(in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: • • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781-438-6216(Fax) • Report Date 08-01-2016 Report No. 16 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA ip it. se.. a Of Massachusetts Inc. urwt %a7 The Construction Testing Peop:e* Paget DAILY REPORT OF CONCRETE POUR CT NAt`dE: MopJP urn.,) PROJECT NO.; ; $/! //b AIR TEMP.: 8 ? ° TOTAL YARDS: 33 pp d ION OF POUR: 'Pot)"Jah,'nn inn' ijq S tF' i0/ Slump Batchi— g Batching Time In Yards Concrete %of Ticket# No.of # Inches in Out 1 Minutes I Temp. I Air Cylinders zoo ;: y5 I I iii 656 8372 A -1 3:00 3: 301 Az" 8380 • 3: VS 1 9:30 1 ' 33 8611 • I - I _ I 1 1 1 CTOR-M;KP iA1n 'c n REMARKS: ardson Lane. Stonph0rn. Mace-inA,....tt. nninn . l r J. ..;1 Of Massachusetts +' 1 'The Construction Testing People' • ' r Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-01-2016 Report No. 16 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: c-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 33 SET 1 LOCATION: Foundation Footings '.Total (loll Slump(in.) 5 Lab Size Area Date Date Age Load Load Fracture . Air Temp.(F.) 83 No. (in.) (sq.in.) Condition Cast Tested - Days (lbs.) (psi.) Type Conn Temp(F) 65 W077 4.00 x 8.00 12.57 Good 08/01/16 08/08/16 7 31,000 2,470 2 Truck No. 66 W078 4 x 8 12.57 Good 08/01/16 08/15/16 14 Ticket No. 8378 W079 4 x 8 12.57 Good 08/01/16 08/29/16 28 Time 2:15 W080 9 x 8 12.57 Good 08/01/16 -08/29/16 28 Unit Wtlbs/cu ft 081 4 x 8 12.57 Good 08/01/16 08/29/16 28 Air Content(%) GENERAL REMARKS: Inspector 'Premium' Travel Name Time Hours "' Time Michael Walsh No Min Day 2.5 Hr(s) gfi.REVIEWED BY: Bryan M. Crabtree /� FRACTURE TYPES i (' r / N A /1',, \ \ f Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder Is [25 mini of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. 1111,. �;II Of Massachusetts •u;aripvado., 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-01-2016 Report No. 16 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • ,. ;,1 Of Massachusetts ;�, `1 'The Construction Testing People' • ` I4 Page 3 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-01-2016 Report No. 16 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT •Total Pour: Foundation footings and piers Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: 9 Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ® Field ❑ Other alio Protection: ❑Thermal Blankets ❑ Heat ❑ None ® Other Slump Specification(In.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02190 781-438.7755(Voice)7814384216(Fax) • Report Date 08-01-2016 Report No. 16 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA P n a.:. Of Massachusetts Inc. (�O The Construction Testing People Page t: DAILY REPORT OF CONCRETE POUR CTNAME: Hmp)e u,nor) PROJECT NO.. $//!/1pp �+ / AIR TEMP.: 83 ° TOTAL YARDS: 3.3 ION OF POUR'. -covn je t ro 4a-I • c vf- pie/S Slump Retching Batching Time In✓ Yards Concrete %of Ticket# Noof I # Inches In Out Minutes Temp. I Alr Cylinders s a: 00 a: ysI %t , 6s° 8378 A -S 3 ,00 3: 3 0 �� 8380 ( • 3: `15 9:30 1713 I 8611 I i l I . i ( — f I I I I • _ CTOR: H;Ke I11r1 lc `Z REMARKS: ardson Lane. Stoneham. i+n2ce..4...._..- nn.ne. r..... .__ ___- .. M." i ",% Of Massachusetts t�`': =�1 'The Construction Testing People' N1, ►r -Page 1 •Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-29-2016 Report No. 15 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete CO. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4n I No. Of Sets: 1 I CUBIC YARDS: 22 SET 1 LOCATION: Footing, column line 45 at F.6 Lab Sae Area Date Date Age Load Load Fracture Air Temp.(F.) 74 No. (In.) (sq.In.) Condition. Cast Tested Days (lbs.) (psi) Type Conc Temp(F) 84 V130 4.00 x 8.00 12.57 Good 07/29/16 08/05/16 7 31,000 2,470 -2 Truck No. s7 V131 4.00 x 8.00 12.57 Good 07/29/16 08/12/16 14 39,500 3,140 1 Ticket No. 8361 V132 4.00 x 8.00 12.57 Good 07/29/16 08/26/16 28 53,000 4,220 1 I Time 11:45 V133 4.00 x 8.00 12.57 Good 07/29/16 08/26/16 28 51,000 4,060 1 - Unit Wtlbs/cu ft 134 4.00 x 8.00 12.57 Good 07/29/16 08/26/16 28 52,500 4,180 2 Alr Content(%) GENERAL REMARKS: Inspector :Premium -- Travel Name Time Hours Time Paul Garrod No Min Day 2.5 Hr(s) .REVIEWED BY: Bryan M. Crabtree Bile FRACTURE TYPES / t r / N\ Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 6 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder Is 126 mm]of cracking no well-denned cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reporteauteofmase.com for more information. „Tr t �,j Of Massachusetts �` `.11, 'The Construction Testing People' Page 2 •Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 07-29-2016 Report No. 15 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix CG: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • trn Of Massachusetts Gadd time 'The Construction Testing People' Page 3 •Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-29-2016 Report No. 15 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT •Total Pour: Footing, column lines 45 at E, F.6, G, D to 44 at G, G.4; 08 at 37, 33, 28 Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer ® Field ❑ Other 'placement Protection: 0 Thermal Blankets 0 Heat 0 None El Other Slump Specification(In.) 4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: • • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781436-8218(Fax) -• Report Date 07-29-2016 Report No. 15 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA ;-;al/Of Massachusetts Inc. � Agri `The Construction Testing People" Page# - �`Ss" DAILY REPORT OF CONCRETE POUR PROJECT NAME: k1A eJ. /,�;,/r PROJECT NO.: DATE: 7.= - 'a AIR TEMP.: 7LI TOTAL YARDS: 2'- LOCATION OF POUR: Vag t�C� , '� + p - ,(4 q it• Load & Slump Batching Batching Time In Yards Concrete %of Ticket No. of Truck# Inches In Out Minutes Temp. Air Cylinders 57 1; I -1 '. )1 `Y' / w', • I ' • • • - • INSPECTOR: REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438.6216 lLr , J. ...1.!1 Of Massachusetts +� 4l 'The Construction Testing People' • "a Ij Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-29-2016 Report No. 15 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: c-172 c-31 C-143 c-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 1 CUBIC YARDS: 22 SET 1LOCATION: Footing, column line 95 at 6.6 Total Unit Slump(in.) -5 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 79 No. :(in.) (sq.in.) :Condition Cast Tested Days '. (lbs.) (psi.) : Type:-. Cone Temp(F) 89 V130 4.00 x 8.00 12.57 Good 07/29/16 08/05/16 7 31,000 2,470 2 Truck No. 57 V131 4.00 x 8.00 12.57 Good 07/29/16 08/12/16 14 39,500 3,140 1 Ticket No. 8361 V132 4 x 8 12.57 Good 07/29/16 08/26/16 28 Time 11:45 V133 4 x 8 12.57 Good 07/29/16 08/26/16 28 Unit Wtlbs/CU ft '134 4 x 8 12.57 Good 07/29/16 08/26/16 28 Air Content(%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Paul Garrod No Min Day 2.5 Nr(s) REVIEWED BY: Bryan M. Crabtree BM('le FRACTURE TYPES ) ( t\\ i / N X , j:\ /k i \ Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type S cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder Is [25 mml of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. �ft 1. �;is Of Massachusetts �aw7 'The Construction Testing People' • �* !r Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-29-2016 Report No. 15 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • • �- ;1 Of Massachusetts 1 . 1 'The Construction Testing People' • %V+I" Page3 5 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-29-2016 Report No. 15 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Footing, column lines 95 at E, F.6, G, 0 to 94 at G, G.9; GB at 37, 33, 28 Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer ® Field • 0 Other Placement Protection: 0 Thermal Blankets 0 Heat 0 None ® Other Slump Specification(in.) 4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: • 1,1 UTS'of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.038.6216(Fax) • Report Date 07-29-2016 Report No. 15 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Attachment • ;a.k l Of Massachusetts Inc. t: feu 2 Divi`!J The CottstTuctton Testttlg Peoples* Page# �, !� DAILY REPORT OF CONCRETE POUR PROJECT NAME: It'1A(eiwa i /,t;`.. PROJECT NO.: DATE: AIR TEMP.: -7-1 TOTAL YARDS: 2 2- LOCATION OF POUR: s> �'u� c: ". `� p ^ J4 i U U • Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No. of Truck# Inches In Out Minutes Temp. Air Cylinders U - I its ,:ez �. 7 '4zl • I i I • • INSPECTOR: Pi 1-)7 REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 433-7755 Fax (781) 438-6216___ ,. ,l Of Massachusetts ^1A i -The Construction Testing People' ili.Os 1r#ice Page 1 • 5 Richardson Lane, Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-29-2016 Report No. 15 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: c-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 22 SET 1LOCATION: Footing, column line 95 at F.6 Total Unit Slump(in.) 5 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 74 No. ! (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) .Type Conc Temp(F) 84 V130 4.00 x 8.00 12.57 Good 07/29/16 08/05/16 7 31,000 2,470 2 Truck No. 57 V131 4 x 8 12.57 Good 07/29/16 08/12/16 14 Ticket No. 8361 V132 4 x 8 12.57 Good 07/29/16 08/26/16 28 Time 11:45 V133 4 x 8 12.57 Good 07/29/16 08/26/16 28 Unit Wt 134 4 x 8 12.57 Good 07/29/16 08/26/16 28 Air Content(%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time - Paul Garrod No Min Day 2.5 }Iris) REVIEWED BY: Bryan M. Crabtree ///a FRACTURE TYPES �/((' )\ ' +l / Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder Is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. �_ . ;1 Of Massachusetts . ` 3 'The Construction Testing People' Nyj Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-29-2016 Report No. 15 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • 4111 ' J. ;l Of Massachusetts L �7� 'The Construction Testing People' • N:8131-a• Page 3 5 Richardson Lane, Stoneham,MA 02180 781-438.7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-29-2016 Report No. 15 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT •Total Pour: Footing, column lines 95 at E, F.6, G, D to 49 at G, G.9; G8 at 37, 33, 28 Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 HaylStraw 0 Trailer ® Field ❑ Other S'lacement Protection: 0 Thermal Blankets 0 Heat 0 None ® Other Slump Specification(in.) 4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: • • BUTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 07-29-2016 Report No. 15 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA IC: a®f Massachusetts Inc. VIVA. The Construction Testing PeOp{e Page# . DAILY REPORT OF CONCRETE POUR PROJECT NAME: 'k9Ace'<woo j. (4; c%—. PROJECT NO.: DATE: 1' '" '; AIR TEMP.: 7`' TOTAL YARDS: 2 2- LOCATION OF POUR: s>1'u • '+ h - et =� • v u Load & Slump Batching BatchingTime In Yards Concrete °/u of Ticket# No. of Truck# Inches In Out I Minutes Temp. Air Cylinders t wl / f ..' I Its X4D • . I I • I _ I ' I • I INSPECTOR: a- ;Fi f- REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216_ i J. �;ii Of Massachusetts 11111 adde` , 'The Construction Testing People' • ,, !r -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-27-2016 Report No. 14 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 30 SET 1LOCATION: Wall: 4.8-F1 Total Unit Slump(In.) 6 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 92 No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 81 i. 1125 4.00 x 8.00 12.57 Good 07/27/16 08/03/16 7 27,000 2,150 2 1 1 2 Truck No. 53 1126 4.00 x 8.00 12.57 Good 07/27/16 08/10/16 14 39,000 3,100 Ticket No. 7334 1127 4.00 x 8.00 12.57 Good 07/27/16 08/24/16 28 49,000 3,900 Time 1:40 1128 4.00 x 8.00 12.57 Good 07/27/16 08/24/16 28 51,000 4,060 UnitWtlbB/CU ft 129 4.00 x 8.00 12.57 Good 07/27/16 08/24/16 28 52,000 4,140 1 Air Content(%) GENERAL REMARKS: Inspector Premium Travel Name - Time Hours lime Paul Sirignano No Max Day 2.5 Hr(s) .REVIEWED BY: Bryan M. Crabtree /M/e FRACTURE TYPES — // I I C / 1 N J� � \ X X ' f ii Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Coiumner vertical Diagonal fracture Side fractures at top Similar to Type 6 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is t26 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reportamutsofmass.com for more information. "j Of Massachusetts 1. IL` 'I' 1 'The Construction Testing People' • ♦ Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-27-2016 Report No. 14 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE • Mark Troost • 4110 et% Of Massachusetts �� ± sof The Construction Testing People' • _mo0.i Page 3 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-27-2016 Report No. 14 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Wall: Line 4.8-F1-4.5; F.11-F.5-C.5 Method of Placement: 0 Pump ®Chute Discharge 0 Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑Thermal Blanket ❑Hay/Straw ❑ Trailer El Field ❑ Other •lacement Protection: 0 Thermal Blankets 0 Heat 0 None ® Other Slump Specification(in.) 6 Number of slumps out of specification reported to if rejected Approved by Remarks: • • - UTS'of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 07-27-2016 Report No. 14 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA Aug-02-2016 06:05 PM Brutal County Savings Bank 508-880-7489 4/9 , ±r Ofy�__J_L..l�ems_ • l'"a-r!4Massachusetts Inc. ;�� •tne construction ro:rtng People' Page* ).ort S pAILY REPORT OF CONCRETE POUR PROJECT NAME: Ji i:01 /-14-.en,j CPat PROJECTNO.: DATE: 1'71- 1 CZ AIR TEMP.: q f TOTAL YARDS: '3o LOCATION OF POUR: LaJtAl Li Q, • c.I - 4.5 laryip Load& Slump Batching Batching Time In Yards Concrete %of Ticket M No.of Truck# Inches In Out Minutes Temp. Air Cylinders 53 1%aa 'WO% 414 \o Cbl , / 13311 A S 1',3o 9:1 -sew, 'ills • Cal 3:00 '-i;,c int', -' • • • • INSPECTOR: AM.\ S\aka})1,}V REMARKS: 10-5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7768 Fax (7811 438.6216 ".6 Of Massachusetts i�napino-"lt ors. 'The Construction Testing People' %• ‘y /'r Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 07-27-2016 Report No. 8 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting CONTACT: Mitch Finn TIME OF INSPECTION: 11:00 AM TIME OF CONCRETE PLACEMENT: 1:00 PM SPECIFICATION: ASTM A615 Grade 40 Grade 60 x Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: 51.01 REVISION NUMBER: I DATED: SHOP DRAWING(S): `ROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES x NO AREA REVIEWED: Wall: Line 9.8-F1-9.5; F.11-F.5-C.5 ATTRIBUTES: REVIEWED Yes No Coverage(Top x Bottom x and/or Inside Face x Outside Face x ) X Clearance X Cleanliness(heavy rust,scale,mud,dirt,oil,etc.not permitted) X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying x ® The details In the above described area(s)were complete at the time of this Inspection. ® The results of this Inspection were discussed with the aforementioned contact persons prior to departure from the project site. ENERAL REMARKS: Reinforcing steel installation is complete and acceptable. nspector Premium Travel Name Time Hours Time _ II Paul Sirignano No Max Day 2.5 Hr(si - ,._etc� Of Massachusetts �` ". `er� 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 07-27-2016 Report No. 8 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting .REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reporta@utsofmass.com for more information. CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd • Szewczak Associates Alan Chandler, PE Mark Troost • r L .; Of Massachusetts a kp,i � 'The Construction Testing People' Page 1 111 �_# 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-27-2016 Report No. 14 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: c-172 C-31 C-193 C-1069 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/9" I No. Of Sets: 1 CUBIC YARDS: 30 SET 1LOCATION: Wall: 9.8—F1 Total Unit Slump(in.) 6 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 92 No. `-(In.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 81 Y125 4.00 x 8.00 12.57 Good 07/27/16 08/03/16 7 27,000 2,150 2 - Truck No. 53 YI26 4.00 x 8.00 12.57 Good 07/27/16 08/10/16 19 39,000 3,100 1 Ticket No. 7339 Y127 4 x 8 12.57 Good 07/27/16 08/24/16 28 Time 1:90 Y128 9 x 8 12.57 Good 07/27/16 08/29/16 28 Unit Wtlbs/CU ft Y129 4 x 8 12.57 Good 07/27/16 08/24/16 28 Air Content(%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Paul Sirignano No Max Day 2.5 Hr(a) — REVIEWED BY: Bryan M. Crabtree ///a • FRACTURE TYPES �/�(' \ /c j\i) Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder Is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reportsButsofmass.com for more information. • y L' ,, �;a Of Massachusetts 0+'a�`s� 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-27-2016 Report No. 19 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix cc: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, FE Mark Troost • • ,. "sat Of Massachusetts Z y 'The Construction Testing People' • �S "- Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-27-2016 Report No. 14 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Wall: Line 4.8-F1-4.5; F.11-F.5-C.5 Method of Placement 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: 0 Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer ® Field ❑ Other •Placement Protection: 0 Thermal Blankets 0 Heat 0 None ® Other Slump Specification(in.) 6 Number of slumps out of specification reported to If rejected Approved by Remarks: • •' UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) Report Date 07-27-2016 Report No. 19 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA Aug-02.2016 0605 PM Bristol County Savings Bans 508-880-7489 dig 1 i +••i a Of Massachusetts Inc. 0411711* The Construction Testing People* Page# 'rk ' DAILY REPORT OF CONCRETE POUR O PROJECT NAME MAP1e..nr, Me..y1,j CM1Vf PROJECTNO.: DATE: 1•d1, t(, AIR TEMP.: q'f TOTAL YARDS: '3n LOCATION OF POUR: Wta\ 1.1 9, .1 -ti ,S "'rya> Load& Slump Batching Batching Time In Yards Concrete 36 of Ticket# No.of Truck# Inches In Out Minutes Temp. Air Cylinders 53 £ 1:oo 'aSO% 9,5 \o C61 / 73114 'la ac<n cm 7735 • cel-1 3coo u:34 5.)(, 1117 • • INSPECTOR: 0:A4 REMARKS: It _ Richardson Lane, Stoneham, Massachusetts 02180 (781) 438.7785 Fax 17811 438.021E ,as Of Massachusetts ��,.:. 1 'The Construction Testing People' • \!A !r Page 1 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-27-2016 Report No. 14 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 30 SET 1 LOCATION: Wall: 4.8-F1 Total Unit Slump(In.) 6 Lab Size Area Date Date Age Load Load Fracture L 1Air Temp.(F.) 92 No. (In.) (sq.In.) Condition Cast Tested_ Days (lbs.) (psi.) `Type Conc Temp(F) 81 Y125_ 4.00 x 8.00 12.57 Good 07/27/16 08/03/16 7 27,000 2,150 2 Truck NO. s3 Y126 4 x 8127 12.57 Good 07/27/16 08/10/16 14 Ticket No. 7334 Y4 x 8 12.57 Good 07/27/16 08/24/16 28 Time 1:40 Y128 4 x 8 12.57 Good 07/27/16 08/24/16 28 Unit Wt lbs/CU TL 129 4 x 8 12.57 Good 07/27/16 08/24/16 2e Air Content(%) GENERAL REMARKS: inspector Premium Travel Name Time Hours Time Paul Sirignano No Max Day 2.5 Hr(s) -REVIEWED BY: Bryan M. Crabtree Are FRACTURE TYPESii4 / / \ l I / X X )N ik \ / Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably wall-formed Well-formed cone on Coiumner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder is (25 mm]of cracking no well-defined cons well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDP form via email. Please email us at reportaeutsofmass.com for more information. ,p,"•• Of Massachusetts Vil+4-1 -The Construction Testing People' r Page 2 111 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Compressive Strength Report -Concrete Report Date 07-27-2016 Report No. 14 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete CO. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • 4111 �," Of Massachusetts L� .1 'The Construction Testing People' �Vi Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-27-2016 Report No. 14 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Wall: Line 4.8-F1-4.5; F.11-F.5-C.5 Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer El Field ❑ Other 'Placement Protection: 0 Thermal Blankets 0 Heat 0 None ® Other Slump Specification(In.) 6 Number of slumps out of specification reported to if rejected Approved by Remarks: 0 UTS,of Massachusetts, Inc. Page 4 � 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.4388218(Fax) Report Date 07-27-2016 Report No. 14 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA Aug•02-2016 06.05 PM Bristol County Savings Bank 508-880-7489 4/9 • 1144t-"Its Of Massachusetts Inc. • 111.01. %.•4177.2/ Construction O Test g Testing P�O�O Page*# , 0n pAILY REPORT OF CONCRETE POUR PROJECT NAME: J1)''P1e.L O Admen CAtki PROJECT NO.: DATE: 1.71-14, AIRTEMP qac TOTAL YARDS: In LOCATION OF POUR: LAJA11 £4 9, - c.j -Li S lbw Load& Slump Batching Batching Time In Yards Concrete 1%of Ticket* No.of Truck# Inches In Out Minutes Temp. Air Cylinders .53 S l:tao tt74?, �3� \o cbl / -mt./ A,< 1-> Vtlo as1 cn 7335 • too Li;24 SA 13/7 • • INSPECTOR: ?ALAN SN t)itq).1 p j V REMARKS: Richardson Lane, Stoneham, Massachusetts 02180 (781) 438.7788 Fax 1781) 438.821E irr �,1 Of Massachusetts tta�.:;�3 'The Construction Testing People' r ttrq / • Nit-e!r -Page 1 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)7814384216(Fax) Compressive Strength Report - Concrete Report Date 07-26-2016 Report No. 13 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" 1 No. Of Sets: 1 I CUBIC YARDS: 33 SET 1 LOCATION: Northeast corner column, column line 41 at B.8 Total Unit Slump(In.) 5 1/2 al Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 88 No. (In.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Cone Temp(F) 8e 5914 4.00 x 8.00 12.57 Good 07/26/16 08/02/16 7 31,000 2,470 2 Truck No. 80 S915 4.00 x 8.00 12.57 Good 07/26/16 08/09/16 14 41,000 3,260 2 Ticket No. 8322 8916 4.00 x 8.00 12.57 Good 07/26/16 08/23/16 28 53,000 4,220 1 Time 1:30 S917 4.00 x 8.00 12.57 Good 07/26/16 08/23/16 28 55,000 4,380 2 Unit Wtlbs/cu ft 8918 4.00 x 8.00 12.57 Good 07/26/16 08/23/16 28 56,000 4,460 1 Air Content(%) GENERAL REMARKS: Inspector Premium Travel Name lime Hours Time Dave Mussulli No Min Day 2.5 Hr(s) .REVIEWED BY: Bryan M. Crabtree BA/6 FRACTURE TYPES / / X X A i',(? \ / Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well.formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Types cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder is (25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reportstutsofmass.com for more information. Jiffy L air Of Massachusetts 'The Construction Testing People' • ‘y {r Page 2 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438.6216(Fax) Compressive Strength Report-Concrete Report Date 07-26-2016 Report No. 13 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix cC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • S titN Lt.-aitt Of Massachusetts t .11 .S..1 'The Construction TestingPeople' • c!.#!" Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-26-2016 Report No. 13 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT •Total Pour: Northeast corner column, column lines 38 at C.5, 41 at B.8 and C.5, 40 at C.8, 42 at C.8; 43 at 3.8, C.5 and C.8; 45 at C.7 Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: El Vibrator El Other Other: Shovels Cylinder Fabrication Location: 0 Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box ❑ Thermal Blanket ❑Hay/Straw 0 Trailer ® Field •® Other Under trailer Placement Protection: 0 Thermal Blankets 0 Heat 0 None ® Other Slump Specification(In.) 5 +1- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: 0 UTs.of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781.438.6216(Fax) • Report Date 07-26-2016 Report No. 13 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA Ju1261604:59p LynneMussulli 5084763199 p.1 L. `a.a LOf Massachusetts Inc. - " til 1 nom* Construction TestingPeople" -gePage : jj DAILY REPORT OF CONCRETE POUR PROJECT NAME:/Y(4.pE'D`r/.?9�jf PROJECT NO.: DATE: f A(0`Re AIR TEMP.: 3g TOTAL YARDS: .3 5 LOCATION OF POUR: Ake,.. Cdri?o-, Load & Slump Batching Batching Time in Yards Concrete %of Ticket# No.of Truck# Inches In Out Minutes Temp. Air Cylinders 0 57a 1a95 /; 3C '7O `,1753 , 25aa 5 ta;$ v 'ec 70 IAA 23Q3 • �� I3-as a',//5 20 °/33I 83x5 . ' • INSPECTOREMARKS: OT /�/ / / 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Far (7811 438-6216 C. 1,:t.it Of Massachusetts •+;�. ` y 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-26-2016 Report No. 13 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 30001 3/4" I No. Of Sets: 1 I CUBIC YARDS: 33 SET 1 LOCATION: Northeast corner column, column line 91 at B.9 Total Unit Slump(in.) 5 1/2 Lab Size r Area Date Data Age Load Load Fracture Air Temp.(F.) 88 No. (in.) (sq.In.) Condition Cast Tested :Days (lbs.) (psi.) Type Cone Temp(F) 88 S914 4.00 x 8.00 12.57 Good 07/26/16 08/02/16 7 31,000 2,470 2 Truck No. 80 S915 4 x 8 12.57 Good 07/26/16 08/09/16 14 Ticket No. 8322 3916 4 x 8 12.57 Good 07/26/16 08/23/16 28 Time 1:30 6917 4 x 8 12.57 Good 07/26/16 08/23/16 28 Unit Wtlbslcu ft 918 4 x 8 12.57 Good 07/26/16 08/23/16 28 Air Content(%) GENERAL REMARKS: Inspector Premium Travel Name Time -Hours ' Time Dave Mussulli No Min Day 2.5 Hr(s) REVIEWED BY: Bryan M. Crabtree B /� FRACTURE TYPES (' )\ i \\ \ / • f / Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder Is [25 mm)of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. lrIl lt _ �, i Of Massachusetts +;`IL `,�� 'The Construction Testing People" Page2 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-26-2016 Report No. 13 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA_.,__ _----------------- Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix cc: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • 1110 L7rter . �, iOf Massachusetts iksari 'The Construction Testing People' •+r!` fr Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-26-2016 Report No. 13 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA -- Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Northeast corner column, column lines 38 at C.5, 91 at 8.8 and C.5, 40 at C.8, 42 at C.8; 43 at B.8, C.5 and C.8; 95 at C.7 Method of Placement: 0 Pump 0 Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator ® Other Other: Shovels Cylinder Fabrication Location: ❑ Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box ❑ Thermal Blanket 0 Hay/Straw 0 Trailer ® Field •® Other Under trailer Placement Protection: 0 Thermal Blankets 0 Heat 0 None ® Other Slump Specification (In.) 5 +/- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: 0 YTS'of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) • Report Date 07-26-2016 Report No. 13 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA Jul26 16 04:59p Lynne Mussulli 5084763199 p.1 c r --- '. L..fa j Of Massachusetts int. �N��iei `She Construction Testing Peoipl " Page "SA DAILY REPORT OF CONCRETE POUR • PROJECT NAME:M2e.it I,4 PROJECT NO.: DATE: r'"2(0 °1 ,^/ / AI_RTEMP.: 7j°-? TOTAL YARDS: 33 LOCATION OF POUR: ' V lL- ��ie, Lcad & Slump Batching Batching Time In Yards I Concrete I °/,of Ticket k No. of Truck 0 Inches In Out Minutes Temp. Air Cylinders 23aa 51 I ,4, OI - - ' 7o ”a I IS303I • I-R . IS;ac! l)'#6 2° 1/33 II g3a5 I I 1 I I I I I I• 1I INSPECTOR:V// s.' ,'cam/ a. 1 REMARKS: ./--/OT /4/5 Richardson Lane,/// Stoneham, Massachusetts 02180 (781) 438-7755 Fax 1781) 438-6216 4.. ,. �r 1 Of Massachusetts L+� L 1� 'The Construction Testing People' • %yIr Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-26-2016 Report No. 13 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA _--- -- -__ —-- t:OntraCtor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: c-172 C-31 C-193 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 300041 3/4" I No. Of Sets: 1 I CUBIC YARDS: 33 SET 1 LOCATION: Northeast corner column, column line 91 at B.8 Total unit Slump(in.) 5 1/2 Lab Sire ` Area Date Date Age Load Load Fracture. Air Temp.(F.) 88 No. (In.) ' (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type ! Conc Temp(F) 88 5914 4.00 x 8.00 12.57 Good 07/26/16 08/02/16 7 31,000 2,470 2 Truck No. 80 5915 4.00 x 8.00 12.57 Good 07/26/16 08/09/16 14 41,000 3,260 2 Ticket No. 8322 S916 4 x 8 12.57 Good 07/26/16 08/23/16 28 Time 1:30 S917 4 x 8 12.57 Good 07/26/16 08/23/16 28 Unit Wt lbs/cu ft 918 4 x 8 12.57 Good 07/26/16 08/23/16 28 Air Content(%) GENERAL REMARKS: Inspector Premium- " Travel Name Time Hours Time Dave Mussulli No Min Day 2.5 Brie) .REVIEWED BY: Bryan M. Crabtree ///a FRACTURE TYPES / I/ �J/�(� / N r , I / Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mml of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from • Type 1 Our reports are available in PDF form via email. Please email us at reportsgutsofmass.com for more information. ,• �;"Si Of Massachusetts Iff w1 'The Construction Testing People' • %rSIr Paget 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-26-2016 Report No. 13 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA _ ---- —------ Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • set. ,- ,,; Of Massachusetts / : V 'The Construction Testing People' • N11., Page 3 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-26-2016 Report No. 13 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth,_ MA --- Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Northeast corner column, column lines 38 at C.5, 91 at B.8 and C.5, 90 at C.8, 92 at C.8; 93 at B.8, C.5 and C.8; 95 at C.7 Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator ® Other Other: Shovels Cylinder Fabrication Location: 0 Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 HaylStraw 0 Trailer ® Field •9 Other Under trailer Placement Protection: 0 Thermal Blankets 0 Heat 0 None ® Other Slump Specification(in.) 5 +1- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: • " UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 07-26-2016 Report No. 13 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA Jul 261604:59p Lynne Mussulli 5084763199 p.1 at I • *Crsea Of Massachusetts Inc. ---- — * iv * the Constvutft—n Ve—titggPeople _ ----- Page# •.� 0DAILY REPORT OF CONCRETE POUR PROJECT NAME:Pia.?r/D'4,74 PROJECTNO.: DATE: l'at0`I AIIRTEMP.: 7, ,` TOTAL YARDS:_ 33 LOCATION OF POUR: It)(CI. CO*2- Lcad & SlumpBatching Batching Time In Yards I Concrete I Yeof Ticket# I No.of Truck r Inches I In Out Minutes ; Temp. Air Cylinders 5A I 'aa5 /: 3C* 70 `43 ?P 239a 5 5-1 I ial✓Q c '✓J 70 (/'� 23 I � I • `77 p;ac a',/g12O "I/33 , S3 a5-I I . I I I I I • I , i I 1 • I • 1 I ` F' �/ INSPECTOR:?//Ger' ? IL, ` REMARKS: �/D ) l�/ 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 �� SZEWCZAK ASSOCIATES • CONSULTING ENGINEERS Richard M.Szewczak,P.E. Alan R.Chandler,P.E. Peter G.Celella,P.E. Jason W.Kilty,P.E. July 26,2016 Stein I Troost LLC___--------- — — One Morgan Ave. Norwalk,CT 06851 Attn: Mr.Mark Troost Re: Windsor Probe Test Report#1 Mayflower Place Memory Care 164 Route 28 West Yarmouth,Massachusetts Dear Mark: • We have reviewed the results of the Windsor Probe Test Report #1 (07-15-2016) provided by the project testing laboratory, UTS of Massachusetts. The tests were taken to investigate the in-place compressive strength of concrete related to excessive batch times of concrete placements noted in Concrete Test Report#4(06-24-2016).We have the following comments: 1. Two probe tests were taken in a concrete wall footing and three probes tests were taken in the concrete foundation walls in three different places. 2. The'concrete age of the tested samples is 21 days which is one week shy of the specified 28 day compressive strength. 3. The test results indicate that the compressive strength of the foundation walls is substantially less than that of the concrete wall footing. a. The first two probes indicated that the compressive strength of the concrete footing was about 2,800 psi. b. Results of the three probes in the concrete walls indicate that the compressive strength of the concrete varied between 2,120 psi to 2,390 psi with a potential difference in strength of about 700 psi. 4. We believe that the 21 day compressive strength of the concrete footing (2,800 psi) is acceptable. • 200 Fisher Drive,Avon,CT 06001 860.677.4570 SzewczakAssociates.com Mr.Mark Troost July 26,2016 Windsor Probe Tests-Mayflower Place Memory Care-West Yarmouth,Massachusetts Page 2 of 2 • 5. We recommend a minimum of three concrete cores be obtained from the concrete walls for compressive strength testing. a. A single core should be obtained near each of the three probe tests. b. Cores should be taken and prepared in accordance with ASTM C42. c. The cores should be soaked in a lime water bath as outlined in ASTM C42. d. Compressive testing should be completed with 7 days after cores are taken. e. All testing and evaluation of the results should conform to the requirements of ACI 318 Section 5.6.5 "Investigation of Low-Strength Test Results". __------- If you have any questions or require any additional information,please call. __ ___ ---Very traly yours, SZEWCZAK ASSOCIATES •��aa CONSUaLiL 0EERS �''" `4 /la 4a-,SHOFkjws�.F CH%MEii '-�} aTITXTMAL 'al• sans p0 9c r ' Alan R. Chandler,P.E. ti6�FJ o�src ri, ARC:mf Vt a.. y4 jw ' • • J. m;i Of Massachusetts •0 :f', � 'The Construction Testing People' Pae 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Concrete Field Report Report Date 07-25-2016 Report No. 5 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA __________________ --—— Contractor NEI General Contracting WEATHER: TIME: CONTACT: SUMMARY: Transported 1 set of cylinders cast on 7/22/16 to the lab for testing. GENERAL REMARKS: inspector Premium Travel Name .. Time Hours Time . Dave Mussulli No REVIEWED BY: William P. Crabtree WT�Q C Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs • Town of Yarmouth Mark Grylls Siefert Associates - Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost Lflee�,"1 Of Massachusetts 1;♦ .I ' 'The Construction Testing People • -a r -Page 1 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 07-22-2016 Report No. 12 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 - --- -- — -- -- -- - -______ __-- __ West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 44 SET 1 LOCATION: Wall, column line D.4 at 2.8 Total Unit Slump(In.) 6 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 90 No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psi) Type Cone Temp(F) 85 R595 4.00 x 8.00 12.57 Good 07/22/16 07/25/16 3 30,000 2,390 2 - Truck No. 66 R596 4.00 x 8.00 12.57 Good 07/22/16 07/26/16 4 36,000 2,860 1 Ticket No. 8279 R597 4.00 x 8.00 12.57 Good 07/22/16 07/29/16 7 41,000 3,260 2 Time 11:45 R598 4.00 x 8.00 12.57 Good 07/22/16 08/05/16 14 51,000 4,060 2 UnitWtibs/cuff it599 4.00 x 8.00 12.57 Good 07/22/16 08/19/16 28 65,000 5,170 1 Air Content(%) 600 4.00 x 8.00 12.57 Good 07/22/16 08/19/16 28 67,000 5,330 2 R601 4.00 x 8.00 12.57 Good 07/22/16 08/19/16 28 68,000 5,410 1 GENERAL REMARKS: Same Day Call In. Inspector Premium Travel Name Time Hours Time Paul Sirignano No 'REVIEWED BY: Bryan M. Crabtree QMle 4FRACTURE TYPES t / ,, ,N I 1 7 Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Types cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder Is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed • throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reportseuteofmass.com for more information. IrlIf�;j Of Massachusetts d � t., 'The Construction Testing People' r Page 2 •5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report -Concrete Report Date 07-22-2016 Report No. 12 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • • a it Of Massachusetts s+p�� ty� 'The Construction Testing People' ; i Page 3 • mew- 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-22-2016 Report No. 12 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: Wall, column lines D.4-E.8 at 2.8 and F.8-F.4 at 2.6 Method of Placement: ®Pump 0 Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: El Vibrator 0 Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer El Field ❑ Other S'lacement Protection: 0 Thermal Blankets 0 Heat 0 None El Other Slump Specification(in.) 6 +/- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: • • UTS of Massachusetts, Inc. Page 4 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 07-22-2016 Report No. 12 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA k Of Massachusetts Inc. L pitahq %`J 7J tetti R� Construction Testing * --Page — DAILY REPORT OF CONCRETE POUR PROJECT NAME: A eLter y/ nine-W.%Arm ePail PROJECT NO.: DATE: 1 )'\ 6 AIR TEMP.: 9 0 TOTAL YARDS: 4 L LOCATION OF POUR: vi,W, I),4 - t,, "3 -2 _Fad-c i —)1C • Load & Slump Batching Batching lime In Yards Concrete %of Ticket# No.of Truck# Inches In Out Minutes Temp. Air Cylinders cc 6 -Ex. ixt, 6o II Se . / q cq Si IZ:tl' I:bet CO (� Ben u • CLI I:a0 >:01 61 Tn.). S3 a:oo 3:o1 62- % i ••• INSPECTOR: Sos-A <4111 y1.41J3 REMARKS: SeIrtm C O l i 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438.7755 Fax (781) 438-6216 ,- �,;1 Of Massachusetts +� 1'Ste I 'The Construction Testing People' • �s - -Page 1 -NIS5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-22-2016 Report No. 12 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: c-172 c-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 44 SET 1 LOCATION: Wall, column line D.9 at 2.8 .Total Unit Slump(in.) 6 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 90 No. (In.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type t Cone Temp(F) 85 R595 4.00 x 8.00 12.57 Good 07/22/16 07/25/16 3 30,000 2,390 2 Truck No. 66 R596 4.00 x 8.00 12.57 Good 07/22/16 07/26/16 4 36,000 2,860 1 Ticket No. 8279 R597 4.00 x 8.00 12.57 Good 07/22/16 07/29/16 7 41,000 3,260 2 Time 11:45 R598 4.00 x 8.00 12.57 Good 07/22/16 08/05/16 14 51,000 4,060 2 Unit Wt lbs/cu ft 599 4 x 8 12.57 Good 07/22/16 08/19/16 28 Air Content(%) R600 4 x 8 12.57 Good 07/22/16 08/19/16 28 - R601 4 x 8 12.57 Good 07/22/16 08/19/16 28 GENERAL REMARKS: Same Day Call In. Inspector Premium Travel. Name Time Hours Time Paul Sirignano No -REVIEWED BY: Bryan M. Crabtree FRACTURE TYPES (,' iN\ \ r / N A , Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder is • l25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Typal Our reports are available in PDF form via email. Please email us at reports8utsofmass.com for more information. le jjii Of Massachusetts � 7 -The Construction Testing People' • Nr ' Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-22-2016 Report No. 12 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix cc: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE • Mark Troost • L� � •11Of Massachusetts •;; ,t* ' 'The Construction Testing PeoplePage 3 er 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-22-2016 Report No. 12 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Wall, column lines D.9-E.8 at 2.8 and F.8-F.9 at 2.6 Method of Placement: ®Pump ❑Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other. Cylinder Fabrication Location: El Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer ® Field •❑ Other Placement Protection: 0 Thermal Blankets 0 Heat 0 None ® Other Slump Specification(in.) 6 +/- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: • • UTS'of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 07-22-2016 Report No. 12 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA ^;°; 1 Of Massachusetts Inc. V��;W/ The Construction TestingPeople `alr DAILY REPORT OFr UR Page# � I PROJECT NAME: Mt.{ l'. .Lo.-"ArmL PROJECT NO.: DATE: /• I 6 AIR TEMP.: 9 0 TOTAL YARDS: 4 LOCATION OF POUR: VnALI, ifLD,L{ - F:. $ -a6$ _F.c -),g Load & Slump Batching Batching Time In Yards Concrete I %of Ticket# No. of Truck# Inches In Out Minutes Temp. LAir Cylinders (DC 6 11:ao i):Do C I1 s I / 9aiQ nq Si Ia:?!ott 1:230 t $SSI • CSI I:ao Z:o1 61 IC1.ra S3 a:uD 3:c> 62. I% • . Scut.) cq)i PJ-u ?).4•A INSPECTOR: \$ .A Ci4Y11 �A_AP REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 �� J. �,",� Of Massachusetts ���.: a 'The Construction Testing People' • %%-e {r Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report -Concrete Report Date 07-22-2016 Report No. 12 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 44 SET 1 LOCATION: wall, column line D.4 at 2.8 Total Unit Slump(fn.) 6 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 90 _No. - - (In.) - (sq.In.) Condition Cast Tested Days (lbs.) (pal.) Type- Conc Temp(F) 85 R595 4.00 x 8.00 12.57 Good 07/22/16 07/25/16 3 30,000 2,390 2 Truck No. 66 R596 4.00 x 8.00 12.57 Good 07/22/16 07/26/16 4 36,000 2,860 1 Ticket No. 8279 R597 4.00 x 8.00 12.57 Good 07/22/16 07/29/16 7 41,000 3,260 2 Time 11:45 R598 4 x 8 12.57 Good 07/22/16 08/05/16 14 Unit Wtlbs/cu if 1111, 599 4 x 8 12.57 Good 07/22/16 08/19/16 2e Air Content(%) R600 4 x 8 12.57 Good 07/22/16 08/19/16 28 R601 4 x 8 12.57 Good 07/22/16 08/19/16 28 GENERAL REMARKS: Same Day Call In. Inspector Premium - Travel Name Time Hours Time Paul Sirignano No 'REVIEWED BY: Bryan M. Crabtree BAC FRACTURE TYPES _ J/ X X , ://1\ / (A \\ \ ( Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Types cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder Is (25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed • throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reportseutsofmasa.com for more information. "Ii tiltw.,•i Of Massachusetts 01::41,i 1 'The Construction Testing People' • Q-y !i Page 2 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) Compressive Strength Report -Concrete Report Date 07-22-2016 Report No. 12 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • ;��}} "j Of Massachusetts f��l,::',1, "The Construction Testing People' • silf4 I Page 3 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-22-2016 Report No. 12 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Wall, column lines D.4-E.8 at 2.8 and F.8-F.4 at 2.6 Method of Placement: ®Pump 0 Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: 9 Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer 0 Field ❑ Other Irlacement Protection: 0 Thermal Blankets 0 Heat 0 None 9 Other Slump Specification(in.) 6 +/- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: • 0 y) Us of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 07-22-2016 Report No. 12 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Attachment fi:. ,.sala Of Massachusetts Inc. 1a4", 04.1114* The Construction TestingPeople' Ipt1 � i r�'F�'� Page# DAILY REPORT OF CONCRETE POUR PROJECT NAME: J-(f)..tz rpi c .%/Anmo4 PROJECT NO.: DATE: '1-a)--16 AIR TEMP.: C TOTAL YARDS: 44 LOCATION OF POUR: LE AL( n.4 - Y:• g -2 g -f c-c H )4 • Load & Slump Batching Batching Time In Yards Concrete % of Ticket# No. of Truck# Inches In Out Minutes _ Temp. Alr Cylinders GC 6 7I:to /):to 6o 11 Se / (gq 44 Si ��tb I:z Cr, (r. SII CLi 1:oo %.31 61 7 n-qra s3 )-tc0 3:0-> 67. (�% • Sartu S INSPECTOR: \u.1 �tyika a REMARKS: 01i o • 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 r..-__ l J. _,i Of Massachusetts 7 - e1 'The Construction Testing People' �;+i Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 07-22-2016 Report No. 7 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting CONTACT: Mitch Finn TIME OF INSPECTION: 10:00 AM TIME OF CONCRETE PLACEMENT: 11:3 0 AM SPECIFICATION: ASTM A615 Grade 40 Grade 60 x Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWI NGS:s i.01 REVISION NUMBER: I DATED: .HOP DRAWING(S): ROJECT SPECIFICATIONS:03300 OTHER: DRAWINGS STAMPED: YES x NO AREA REVIEWED: Wall, column lines D.4-E.8 at 2.8 and F.8-F.4 at 2.6 ATTRIBUTES: REVIEWED Yes No Coverage(Top x Bottom x and/or Inside Face x Outside Face x ) X Clearance X Cleanliness(heavy rust,scale,mud,dirt,oil,etc.not permitted) X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying X ® The details in the above described area(s)were complete at the time of this Inspection. ® The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. ENERAL REMARKS: Reinforcing steel installation is complete and acceptable. nspector; Premium Travel 41! Name Time... Hours Time Paul Sirignano No Max Day 2.5 Hr(e) Of Massachusetts L4-1 'The Construction Testing People' vie fp* • ; i Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438.6216(Fax) Reinforcing Steel Report Report Date 07-22-2016 Report No. 7 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting .REVIEWED BY: William P. Crabtree �Qr WT Our reports are available in PDF form via email. Please email us at reportseutsofmasa.com for more information. CC: Maplewood Senior Living Jocelyn Isabelle • NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd • Szewczak Associates Alan Chandler, PE Mark Troost • L ,, ,;it Of Massachusetts .��,« ,�? 'The Construction Testing People' %t a -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-19-2016 Report No. 11 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. PA Landers ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 24 SET 1LOCATION: Wall: Line A at 91 Total Unit Slump(In.) 6 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 79 No. (In.) (sq.in.) Condition Cast :'. Tested Days '(lbs.) (psi) Type '. Conc Temp(F) 85 S162 4.00 x 8.00 12.57— Good 07/19/16 07/26/16 7 27,000 2,150 2 1 1 2 Truck No. 55 5163 4.00 x 8.00 12.57 Good 07/19/16 08/02/16 14 37,000 2,940 Ticket NO. 8218 8164 4.00 x 8.00 12.57 Good 07/19/16 08/16/16 28 45,000 3,580 Time 2:35 8165 4.00 x 8.00 12.57 Good 07/19/16 08/16/16 28 46,000 3,660 Unit WtIbS/CU ft 166 4.00 x 8.00 12.57 Good 07/19/16 08/16/16 28 48,000 3,820 1 Alr Content(%) GENERAL REMARKS: Inspector Premium % Travel Name Time Hours ! Time David Boyce No REVIEWED BY: Bryan M. Crabtree /f/� • FRACTURE TYPES �((' X A ,,, , P l Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Types cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder Is (25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed through caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reportsButsofmass.com for more information. �. �;,1 Of Massachusetts . L��.0 7 'The Construction Testing People' �`a ' Page 2 Op 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-19-2016 Report No. 11 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. PA Landers - cc: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • Of Massachusetts ��.:,'„ri 'The Construction Testing People' •M+AP Page 3 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-19-2016 Report No. 11 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. PA Landers FIELD SUMMARY REPORT Total Pour: Wall: Line A-B; Pier: Line D.3 at 22; Footings: Line G6 at 39, G6 at 27, G6 at 39 Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket ❑Hay/Straw 0 Trailer 9 Field • ❑ Other Placement Protection: 0 Thermal Blankets ❑ Heat 0 None ❑ Other Slump Specification(in.) 4-7 Number of slumps out of specification reported to If rejected Approved by Remarks: • • 4 AP BUTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 07-19-2016 Report No. 11 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA �� Of Ptassczchusel is Inc. • ■ 'V 4 The Construction Testing Peopl Page# ,� /�,� DAILY REPORT OF CONCRETE POUR PROJECT NAME: Kyle Viola r '/Avr q 4' PROJECT NO.: DATE: l f i`/'ic AIR TEMP.: / 61 TOTAL YARDS: at LOCATION OF POUR: I,A)l Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No. of Truck# Inches In Out Minutes Temp. Air Cylinders 53" 6 :30 a,tic 1( . /r k< itaieS- A- t3 I ;cc 3'i0c 70 15?/‘ CQly • 70_ "7.w 3,Y< I _ I - • INSPECTOR: Ow.iA It/ry REMARKS: ,C 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 e !_ Ns i Of Massachusetts lik �t�s+ a 'The Construction Testing People' • ,.- !I Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 07-19-2016 Report No. 11 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. PA Landers ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 30004$ 3/4" INo. OfSets: 1 I CUBIC YARDS: 24 SET 1 LOCATION: Wall: Line A at 41 iphTotal Unit Slump(In.) 6 Lab Size - ' Area Date Date Age Load Load Fracture L Temp.(F.) 79 No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psi) Type Cone Temp(F) 85 6162 4.00 x 8.00 12.57 Good 07/19/16 07/26/16 7 27,000 2,150 2 Truck No. 55 S163 4.00 x 8.00 12.57 Good 07/19/16 08/02/16 14 37,000 2,940 1 Ticket No. 8218 5164 . 4 x 8 12.57 Good 07/19/16 08/16/16 28 Time 2:35 5165 4 x 8 12.57 Good 07/19/16 08/16/16 28 Unit Wtlbs/cu f< 166 4 x 8 12.57 Good 07/19/16 08/16/16 28 Air Content(%) GENERAL REMARKS: Inspector - Premium Travel Name Time Hours Time David Boyce No .REVIEWED BY: Bryan M. Crabtree &He FRACTURE TYPES / X X //\\\ )4 illf‘ / Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through cape, both ends,no through ends;tap commonly with cylinder is [25 mm)of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reportsOutsofmaas.com for more information. �; of Massachusetts sgiv"1� 1 -The Construction Testing People' f • cil Mr Page 2 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 07-19-2016 Report No. 11 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. PA Landers ca Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • 4111 ..,"j Of Massachusetts il �� mr u.i 'The Construction Testing People' • ��.ae, Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report -Concrete Report Date 07-19-2016 Report No. 11 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. PA Landers FIELD SUMMARY REPORT 'TotalPour: Wall: Line A-B; Pier: Line D.3 at 22; Footings: Line G6 at 34, G6 at 27, G6 at 34 Method of Placement: 0 Pump a Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket 0 Hay/Straw ❑ Trailer ® Field ❑ Other Aso Protection: 0 Thermal Blankets 0 Heat 0 None ❑ Other Slump Specification(In.) 4_7 Number of slumps out of specification reported to If rejected Approved by Remarks: • S UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 07-19-2016 Report No. 11 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA I i . as rF a Of Massachusetts Inc.t 111.4‘.1 in:g * `The Construction Testi " ` " a Page# DAILY REPORT OF CONCRETE POUR PROJECT NAME: Maple w/o j, V- `/ottr.ion PROJECT NO.: DATE: lits)fi , AIR TEMP.: 71 TOTAL YARDS: ay- LOCATION OF POUR: MI, • Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No. of Truck Inches In Out Minutes Temp. Air Cylinders Ss 6 1:30 3,;4S Rao- Aef t3 I ;cc 3'ivc 70 8/it, rql • 79- "'4w 3 LK keno • 1 • INSPECTOR: Ur.iA Nery REMARKS: 'atm 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (7811 438-6216 1111, ,,;1 Of Massachusetts �� Ts Le'. 'The Construction Testing People' • "V tj Page 1 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-19-2016 Report No. 11 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. PA Landers ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-3 1 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 24 SET 1 LOCATION: Wall: Line A at 41 Total Unit Slump(in.) 6 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 79 No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Cone Temp(F) 85 $162 4.00 x 8.00 12.57 Good 07/19/16 07/26/16 7 27,000 2,150 2 Truck No. ss S163 4 x 8 12.57 Good 07/19/16 08/02/16 14 - Ticket No. 8218 5164 4 x 8 12.57 Good 07/19/16 08/16/16 28 Time 2:35 $165 4 x 8 12.57 Good 07/19/16 08/16/16 28 Unit Wtlbs/cu ft 166 4 x 8 12.57 Good 07/19/16 08/16/16 28 Alr Content(%) GENERAL REMARKS: Inspector Premium Travel Name - Time Hours Time David Boyce No .REVIEWED BY: Bryan M. Crabtree M'/C FRACTURE TYPES X X //I\ /:1\1\ )y/..‘ \ 7 Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Types cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder Is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unhanded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDP form via email. Please email us at reports®utsofmass.com for more information. ;1111,�,"1 Of Massachusetts :::�1 'The Construction Testing People' r tm 0 `ca !r Page 2 5 Richardson Lane,Stoneham,MA 02180 761.438-7755(Voice)781-4384216(Fax) Compressive Strength Report-Concrete Report Date 07-19-2016 Report No. 11 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. PA Landers CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • • J. a;1 Of Massachusetts Lt,: ',`, i 'The Construction Testing People' „r�� I • %Vat, Page 3 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-19-2016 Report No. 11 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. PA Landers FIELD SUMMARY REPORT Total Pour: Wall: Line A-B; Pier: Line D.3 at 22; Footings: Line G6 at 34, G6 at 27, G6 at 34 Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other. Method of Concrete Consolidation: El Vibrator 0 Other Other: Cylinder Fabrication Location: El Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer El Field ❑ Other Aso Protection: 0 Thermal Blankets 0 Heat 0 None ❑ Other Slump Specification(In.) 4_7 Number of slumps out of specification reported to if rejected Approved by Remarks: • • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 07-19-2016 Report No. 11 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA e• Y1 ' ,..tea Of Massachusetts I L ar■ 1 Inc. vow " `The Construction Testing People" Page# DAILY REPORT OF CONCRETE POUR PROJECT NAME: 1-►aplt• (Vo.ck LV,yeteruJT1 PROJECT NO.: DATE: lin fit AIR TEMP.: 71 TOTAL YARDS: sat LOCATION OF POUR: IN/MI Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No. of Truck# Inches In Out Minutes Temp. Air Cylinders SS 6 no a;45 K hoar A.0 t3 i :sc 3'ioc 70 ?//6, ��►y • 72- Fav 3,LK • INSPECTOR: nowiA re REMARKS: ,aria f) 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438.7755 Fax (781) 438.6216 ;fr ' ,"l Of Massachusetts �t,tre—i 'The Construction Testing People' r 41 0 `I !i -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) Reinforcing Steel Report Report Date 07-19-2016 Report No. 6 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting CONTACT: Mitch Finn TIME OF INSPECTION: 12:30 PM TIME OF CONCRETE PLACEMENT: 1:50 PM SPECIFICATION: ASTM A615 Grade 40 Grade 60 x Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: REVISION NUMBER: I DATED: HOP DRAWING(S):R1 rev #2 dated 5-18-16 40 ROJECT SPECIFICATIONS:03300 OTHER: DRAWINGS STAMPED: YES x NO AREA REVIEWED: Wall: Line 44 at A-B ATTRIBUTES: REVIEWED Yes No Coverage(Top x Bottom x and/or inside Face x Outside Face x ) • X Clearance X _ Cleanliness(heavy rust,scale,mud,dirt,oil,etc.not permitted) X Bar Supports X Bar Spacing X _ Bar Quantity X _ Placement and tying x El The details In the above described area(s)were complete at the time of this Inspection. El The results of this Inspection were discussed with the aforementioned contact persons prior to departure from the project site. 7ENERAL REMARKS: Reinforcing steel installation is complete and acceptable. spector - Premium Travel n Name - Time Hours - Time David Boyce No Min Day 2.5 Hr(e) It. I _ft Of Massachusetts Lerii hi 'The Construction Testing People' • 0wwe \zee, Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 07-19-2016 Report No. 6 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting .REVIEWED BY: William P. Crabtree )PC W Our reports are available in PDP form via email. Please email us at reportseutsofmass.com for more information. CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd • Szewczak Associates Alan Chandler, PE Mark Troost �� �� Of Massachusetts 'The Construction Testing People' • %; j -Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-18-2016 Report No. 10 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 c-31 c-143 C-1064 c-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: c-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 38 SET 1 LOCATION: Footing: Line D.5 at 42 Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) _ 84 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) .87 0689 4.00 x 8.00 12.57 Good 07/18/16 07/25/16 7 27,000 2,150 2 Truck No. 67 0690 4.00 x 8.00 12.57 Good 07/18/16 08/01/16 14 37,500 2,980 2 Ticket No. 8194 0691 4.00 x 8.00 12.57 Good 07/18/16 08/15/16 28 55,000 4,380 1 Time 2:15 Q692 4.00 x 8.00 12.57 Good 07/18/16 08/15/16 28 53,500 4,260 2 Unit Wt lbs/CU 693 9.00 x 8.00 12.57 Good 07/18/16 08/15/16 28 56,000 4,460 1 Air Content(%) GENERAL REMARKS: inspector -i: : .: Premium Travel Name Time Hours Time David Boyce No REVIEWED BY: Bryan M. Crabtree ///e • FRACTURE TYPES /{/�(J N )\/) AA Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than I in. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from • Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. �. �; Of Massachusetts •+,'CPS/ 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham,MA 02180 781438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-18-2016 Report No. 10 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix cC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • ,. �� i Of Massachusetts ALP:libito 'The Construction Testing People' • Cep Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-18-2016 Report No. 10 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT •Total Pour: Footings: Line D.9-F.9 at 36-99 Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket ❑Hay/Straw ❑ Trailer ® Field .1•❑ Other Placement Protection: 0 Thermal Blankets 0 Heat 0 None ❑ Other Slump Specification (In.) 4-7 Number of slumps out of specification reported to If rejected Approved by Remarks: • • Page 4 UTS of Massachusetts, Inc. S Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781.438.6216(Fax) • Report Date 07-18-2016 Report No. 10 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA lit se,-11 Of Massachusetts Inc. 041811,* The Construction Testingle" ���,4► Page# DAILY REPORT OF CONCRETE POUR PROJECT NAME: M ,. Y!e1n(A �/. )^ry„a$Th PROJECT NO.: 7/f1f DATE: iC AIR TEMP.: kit TOTAL YARDS: 3V LOCATION OF POUR: Foal n1 Load & Slump Batching Batching Time In I Yards Concrete I % of Ticket# No. of Truck tit Inches In Out Minutes Temp. Air Cylinders 67 q}r2 ,;ao 1'.2{ `s gitiif 74-5- I;So a,5o 60 `( �Ik� • 65- 3;ao 3;aS GC I ` )0 aric 5�f 3:0o y;i� 7< � y kaef, • I I I . I I � • INSPECTOR: ODA&Op/[e REMARKS: 3t0e.7 6 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438.6216 t ii Of Massachusetts i-1. : '1 'The Construction TestingPeople" 0441471F/ P • %!. !i -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-18-2016 Report No. 10 Distribution Copy Job Number 19569 Project Maplewood Memory Care-7S 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" 1 No. Of Sets: 1 1 CUBIC YARDS: 38 SET 1 LOCATION: Footing: Line D.5 at 42 Total Unit Slump(In.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 64 No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) > (psi.) '_Type Cone Temp(F) 87 Q689 4.00 x 8.00 12.57 Good 07/18/16 07/25/16 7 27,000 2,150 2 Truck NO. Ticket NO. 67 0690 4.00 x 8.00 12.57 Good 07/18/16 08/01/16 14 37,500 2,980 2 8194 0691 4 x 8 12.57 Good 07/18/16 08/15/16 28 Time 2:15 000666999210 692 4 x 8 12.57 Good 07/18/16 08/15/16 28 Unit Wtlbs/cu ft 693 4 x 8 12.57 Good 07/18/16 08/15/16 28 AlrContent(%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time David Boyce No -REVIEWED BY: Bryan M. Crabtree FRACTURE TYPES[A / XX A e \ / Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columns,vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking Through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder Is (25 mm)of cracking no well-defined cons well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from • Type 1 Our reports are available in PDF form via email. Please email us at reporteeutsofmase.com for more information. • • J.! �,a Of Massachusetts • 111 .',:`? 'The Construction Testing People' • %Va!r Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 07-18-2016 Report No. 10 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • 4111 "j Of Massachusetts 0 r 1 'The Construction Testing People' ee Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 07-18-2016 Report No. 10 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Footings: Line D.4-F.4 at 36-44 Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ® Field o Other Wlacement Protection: 0 Thermal Blankets 0 Heat 0 None ❑ Other Slump Specification(in.) 4-7 Number of slumps out of specification reported to if rejected Approved by Remarks: • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 07-18-2016 Report No. 10 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA / I' 4 4 ,.li 4 Of Massachusetts Inc ` Sr/ The Construction Testing People Page# DAILY REPORT OF CONCRETE POUR PROJECT NAME: MYkrtvo4 V. Yarr.oJfh PROJECT NO.: DATE: i/i4l c AIR TEMP.: keltTOTALYARDS: 3V LOCATION[[IIIOF POUR: Fo yt1 t. Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No.of Truck# Inches In Out Minutes Temp. Air Cylinders 67 yr2 J►1O 12< C . ro 5-1 01 q ,4S p I;So a;5o Co �' �Iq • (A- a;io 33c 6S IA�� sief L 54 3;0o 9;15, 7c vY kaon 1 • , _ INSPECTOR: Oa(kr REMARKS: 0 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 .k;1 Of Massachusetts 1111 01 i • i 'The Construction Testing People' N;:d a -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report -Concrete Report Date 07-18-2016 Report No. 10 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 38 SET 1 LOCATION: Footing: Line D.5 at 42 Total Unit Slump(In.) 4841 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 84 No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 87 ii, 0689 4.00 x 8.00 12.57 Good 07/18/16 07/25/16 7 27,000 2,150 2 Truck NO. 67 0690 4 x 8 12.57 Good 07/18/16 08/01/16 14 Ticket N0. 8194 Q691 4 x 8 12.57 Good 07/18/16 08/15/16 28 Time 2:15 Q692 4 x 8 12.57 Good 07/18/16 08/15/16 28 Unit Wtlbslcu h 693 4 x 8 12.57 Good 07/18/16 08/15/16 28 Air Content(°/a) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time David Boyce No -REVIEWED BY: Bryan M. Crabtree fie FRACTURE TYPES X X ) I /c A ) (;, \ y / / N Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columnsr vertical Diagonal fracture Side fractures at top Similar to Types cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder Is [25 mml of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDP farm via email. Please email us at reportseutsafmass.com for more information. r ft 1LJo �,"j Of Massachusetts -I 'The Construction Testing People' • %%at, Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-18-2016 Report No. 10 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete CO. Cape Cod Ready Mix - cc: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • • is.;1 Of Massachusetts �;'� 1 'The Construction Testing People' i Page 3 6 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-18-2016 Report No. 10 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Footings: Line D.4-F.4 at 36-44 Method of Placement: 0 Pump El Chute Discharge 0 Bucket 0 Other Other. Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: El Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw ❑ Trailer ® Field ❑ Other 'lacement Protection: 0 Thermal Blankets 0 Heat 0 None ❑ Other Slump Specification(In.) 4-7 Number of slumps out of specification reported to If rejected Approved by Remarks: • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6218(Fax) • Report Date 07-18-2016 Report No. 10 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA L /6. ts i Of Massachusetts Inc. oar. The Construction Testing People* Page# DAILY REPORT OF CONCRETE POUR PROJECT NAME: MyJt tvOn jt N. 'farfran PROJECT NO.: DATE: 7//�/c AIR TEMP.: gAt TOTAL YARDS: 3V LOCATION OF POUR: Feat v Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No.of Truck# Inches In Out Minutes Temp. Air Cylinders 67 qk ,ao 112< CS . 'jo gm 4CT g° ;coi a:50 63 l Iiqo" • 651 a;ao 3'138 CS- I% "0 art 1. 54 3;00 9;l� 7< g290 • INSPECTOR: fit&Op/re REMARKS: 191M 0 - 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 if Y Of Massachusetts , 'The Construction Testing People' ,a I -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-15-2016 Report No. 9 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-193 c-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/9" I No. Of Sets: 2 I CUBIC YARDS: 59 SET 1LOCATION: Wall: Line G.6 at 21 'Total ' Unit Slump(In.) 5 Lab '.She =_ Area Date Date Age Load Load `,Fracture Air Temp.(F.) 84 No. (in.) (sq.in.) Condition Cast ..., Tested Days (lbs.) (psi.) Type Conc Temp(F) 81 Q036 4.00 x 8.00 12.57 Good 07/15/16 07/22/16 7 27,000 2,150 _ 1 Truck No. 62 Q037 4.00 x 8.00 12.57 Good 07/15/16 07/29/16 14 38,000 3,020 1 Ticket No. 8510 0038 4.00 x 8.00 12.57 Good 07/15/16 08/12/16 28 51,500 4,100 1 Time 12:00 Q039 4.00 x 8.00 12.57 Good 07/15/16 08/12/16 28 52,000 4,140 2 Unit Wt lbs/cu ft 040 4.00 x 8.00 12.57 Good 07/15/16 08/12/16 28 54,000 4,300 2 pir Content(%) SET 2 LOCATION: Footing: Line C at 30 sTotal Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 86 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Cone Temp(F) 83 Q041 4.00 x 8.00 12.57 Good 07/15/16 07/22/16 7 25,000 1,990 2 Truck No. 69 Q042 4.00 x 8.00 12.57 Good 07/15/16 07/29/16 14 36,000 2,860 2 Ticket No. 8175 0043 4.00 x 8.00 12.57 Good 07/15/16 08/12/16 28 51,000 4,060 1 Time 2:05 .Q044 4.00 x 8.00 12.57 Good 07/15/16 08/12/16 28 50,000 3,980 2 Unit Wt lbs/cu ft Q045 4.00 x 8.00 12.57 Good 07/15/16 08/12/16 28 49,000 3,900 2 Air Content(%) GENERAL REMARKS: Inspector' " Premium Travel Name Time Hours Time Mike Garland NO REVIEWED BY: Bryan M. Crabtree fie FRACTURE TYPES ,jam • x c r / • Type 1 Type 2 Type 3 Type 4 TypeS Type 6 L •� ,. ,;1 Of Massachusetts alionn r? -The Construction Testing People' • Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-15-2016 Report No. 9 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder Is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utaofmass.com for more information. • CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost 4111 Of Massachusetts moto` , 'The Construction Testing People' • ,, � Page3 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-15-2016 Report No. 9 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT •Total Pour: Wall: Lines G.6 at 18 to 22 and 36 to 38, G.8 at 22 to 36; Footings: Lines C.5 to F.6, C.2 at 18, 22.5, 23.5 and 32, C at 18, 23, and 30, C.7 at 28, D.2 at 22; Elevator Pit: Line C.2 at 30 to 31; Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer ® Field •❑ Other Placement Protection: 0 Thermal Blankets 0 Heat 0 None ® Other Slump Specification(in.) 5 +/- 1 Number of slumps out of specification reported to If rejected Approved by •Remarks: • .UTS-df Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781.438-6216(Fax) • Report Date 07-15-2016 Report No. 9 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA - 1 • • ' ;.. 7 Of Massachusetts Inc. el mpg mini ns The Cotruction Testing Pe�opie Page# DAILY REPORT OF CONCRETE POUR PROJECT NAME: Mfil { (+2t — U. c{ e -y, PROJECT NO.: DATE: 7-is-t(, AIR TEMP.: )o'S TOTAL YARDS: 'Ste LOCATION OF POUR: kJ A-u.s Ft , — 5i,..,...-c.n.j Cyr 6e S 300vrt u.a+ Load & Slump Batching Batching ' Time In Yards Concrete I % of Ticket# No. of Truck# Inches In Out Minutes Temp. I Air Cylinders s G Z S .10 3° 12D'/- 9Th )(/1 t ?CIO /1-4 S �D /oft I V2-1-G el t%z ss1i • Ins vp-ti I '}v 11/34 $3� 8612 _ 52- 1To X 55 3-2 %,Y ye' $r9-1 6lP I `fA r2.0 '-0 ID/ 93° X145 6-� I I . • - INSPECTOR: fc6A REMARKS: 3800 ce51ser1 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 tilit�;n Of Massachusetts J.�1 ..1 The' Construction Testing People' • \v I -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 07-15-2016 Report No. 9 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete CO. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 2 I CUBIC YARDS: 54 SET 1 LOCATION: wall: Line G.6 at 21 .:,Total Unit Slump(in.) s Lab Size Area Date : Date Age Load Load Fracture Air Temp.(F.) 84 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi) Type Conc Temp(F) _81 Q036 4.00 x 8.00 12.57 Good 07/15/16 07/22/16 7 27,000 2,150 1 Truck No. 62 0037 4.00 x 8.00 12.57 Good 07/15/16 07/29/16 14 38,000 3,020 1 Ticket No. 8510 Q038 4 x 8 12.57 Good 07/15/16 08/12/16 28 Time 12:00 0039 4 x 8 12.57 Good 07/15/16 08/12/16 28 Unit Wlibs/Cu ft 040 4 x 8 12.57 Good 07/15/16 08/12/16 28 Air Content(%) SET 2 LOCATION: Footing: Line C at 30 Total , Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 86 No. (in.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 83 Q041 4.00 x 8.00 12.57 Good 07/15/16 07/22/16 7 25,000 1,990 2 Truck No. 64 0042 4.00 x 8.00 12.57 Good 07/15/16 07/29/16 14 36,000 2,860 2 Ticket No. 8175 Q043 4 x 8 12.57 Good 07/15/16 08/12/16 28 Time 2:05 .Q044 4 x 8 12.57 Good 07/15/16 08/12/16 28 Unit Wtlbs/cu ft 0045 4 x 8 12.57 Good 07/15/16 08/12/16 28 Air Content(%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Mike Garland No REVIEWED BY: Bryan 14. Crabtree olge FRACTURE TYPES / // / N • X X A 1/\ .11) \ Type 1 Type 2 Type 3 Type 4 Types Type 6 2. �;a Of Massachusetts da " , 'The Construction Testing People' • wooer %Zia, Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-15-2016 Report No. 9 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Types cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder is (25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDP form via email. Please email us at reportseutsofmasa.com for more information. • CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost 4111 ale" N l4. _II Of Massachusetts 1• :s jai 'The Construction Testing People' r Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438.6216(Fax) Compressive Strength Report -Concrete Report Date 07-15-2016 Report No. 9 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Wall: Lines G.6 at 18 to 22 and 36 to 38, G.8 at 22 to 36; Footings: Lines C.5 to F.6, C.2 at 18, 22.5, 23.5 and 32, C at 18, 23, and 30, C.7 at 28, D.2 at 22; Elevator Pit: Line C.2 at 30 to 31; Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: El Vibrator 0 Other Other. Cylinder Fabrication Location: El Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: El Curing Box 0 Thermal Blanket 0 Hay/Straw El Trailer ® Field WO Other Placement Protection: 0 Thermal Blankets 0 Heat 0 None El Other Slump Specification(in.) 5 +1- 1 Number of slumps out of specification reported to if rejected Approved by *Remarks: • t UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781.438-6216(Fax) • Report Date 07-15-2016 Report No. 9 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA Si- '' y • ,. Of Massachusetts Inc.Itra41i x;41701/ 'The Construction Testing people' Page# DAILY REPORT OF CONCRETE POUR PROJECT NAME: Mel/tan-41 644-4PROJECT NO.: DATE: 7-IS-IL AIR TEMP.: `do's TOTAL YARDS: 'S'1 LOCATION OF POUR: L...1 44.4.4 JPlt — Sw,,.Y.c.,..t Crtec+n.n,--s JCOO 7ey Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No.of Truck# Inches In Out Minutes Temp. Air Cylinders GZ 6 .J030 rancn- ►('it $ 86 to k. b �v /o Sl l2.2-C el 11/22 84 8si • cm In, 0'41 1Y I �3? 93° $612 62- no /66 9-2 Vitt y� 66 4A 1 jo / zap 3 1°to, 93° -- t4's -s • • INSPECTOR: Mc6 -Cw+..R7 REMARKS: 3900 £ °Wc rt \• Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (7811 438-6216 er �40; Of Massachusetts �� "1"..? 'The Construction Testing People' • "S- Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-15-2016 Report No. 9 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 2 I CUBIC YARDS: 54 SET 1 LOCATION: Wall: Line G.6 at 21 Total Unit Slump(In.) 5 Lab Size s Area Date Date Age Load Load Fracture Air Temp.(F.) 84 No, ' (In.) (sq.In.) Condition Cast Tested Days (lbs.) - (psi) Type Conc Temp(F) 81 0036 4.00 x 8.00 12.57 Good 07/15/16 07/22/16 7 27,000 2,150 1 Truck No. 62 0037038 4 x 8 12.57 Good 07/15/16 07/29/16 14 Ticket No. 8510 4 4 x 8 12.57 Good 07/15/16 08/12/16 28 Time 12:00 0039 4 x 8 12.57 Good 07/15/16 08/12/16 28 Unit Wtlbs/Cil$ 040 axe 12.57 Good 07/15/16 08/12/16 28 Air Content(%) SET 2 LOCATION: Footing: Line C at 30 Total Unit Slump(In.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 86 No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 83 0041 4.00 x 8.00 12.57 Good 07/15/16 07/22/16 7 25,000 1,990 2 Truck No. 64 Q042 4 x 8 12.57 Good 07/15/16 07/29/16 14 Ticket No. 8175 0043 4 x 8 12.57 Good 07/15/16 08/12/16 28 Time 2:05 ,Q044 4 x 8 12.57 Good 07/15/16 08/12/16 28 Unit Wtlbslcu n Q045 4 x 8 12.57 Good 07/15/16 08/12/16 28 Air Content(%) GENERAL REMARKS: Inspector Premium Travel Name - - - Time Hours - Time Mike Garland No REVIEWED BY: Bryan M. Crabtree wfC FRACTURE TYPES / /vim \ J �(' \ I � \ • X X / f Type 1 Type 2 Type 3 Type 4 Types Type 6 /111N. , �,,i Of Massachusetts . 1 'The Construction Testing People' • o..04i Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 07-15-2016 Report No. 9 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Types cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder Is (25 mm)of cracking no welldefned cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDP form via email. Please email us at reportseutsofmase.com for more information. • CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • l s.; Of Massachusetts svassilw. 'The Construction Testing People' - rly • Q. !i Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 07-15-2016 Report No. 9 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Wall: Lines G.6 at 18 to 22 and 36 to 38, G.8 at 22 to 36; Footings: Lines C.5 to F.6, C.2 at 18, 22.5, 23.5 and 32, C at 18, 23, and 30, C.7 at 28, D.2 at 22; Elevator Pit: Line C.2 at 30 to 31; Method of Placement: 0 Pump 9 Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: 9 Vibrator 0 Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw 0 Trailer ® Field fp Other Placement Protection: 0 Thermal Blankets 0 Heat 0 None ® Other Slump Specification(in.) 5 +/- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 07-15-2016 Report No. 9 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA Ss • 4r.r.,a Of Massachusetts Inc. --Jer/l1� Pent* "The Construction Testing Pecpl` Page# stow*, DAILY REPORT OF CONCRETE POUR PROJECT NAME: Menot+-',f Can-A — LJ- u(art.w..tu PROJECT NO.: DATE: 7-15-14 AIR TEMP.: °lo'S TOTAL YARDS: 'S't LOCATION OF POUR: 14.1 kin !Fit — Sc.- Cn �eeas.� p Iua n , Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No.of Truck# Inches In Out Minutes Temp. Air Cylinders 47- .)p30 ILo�' 91- tt�It r" — its"to /{• 5 7o /0n 11140 el (1/22 v. 11si1 • fl" 1131 0141 iv 1113? 93' $612 67- l2i X 65 32 17tty ?cc $1" 1 464� I to2zo to/ 93°• • W 0-s • • INSPECTOR: Alt6t4a-h+04M REMARKS: 30X ° 8.-1 \' Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438.6216 k� "a Of Massachusetts IVY : 1 'The Construction Testing People' • �--S- Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 07-18-2016 Report No. 5 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting CONTACT: Mitch Finn — TIME OF INSPECTION: 12:30 PM TIME OF CONCRETE PLACEMENT: 2:00 PM SPECIFICATION: ASTM A615 Grade 40 Grade 60 x Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS:si REVISION NUMBER: 6 I DATED: 5-10-16 SHOP DRAWING(S): SROJECT SPECIFICATIONS:03300 THER: DRAWINGS STAMPED: YES x NO AREA REVIEWED: Footings: Line D.4-F.4 at 36-44 ATTRIBUTES: REVIEWED Yes No Coverage(Top x Bottom x and/or Inside Face x Outside Face x ) X Clearance X Cleanliness(heavy rust,scale,mud,dirt,oil,etc.not permitted) X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying X ® The details In the above described area(s)were complete at the time of this Inspection. ® The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. ilGENERAL REMARKS: Reinforcing steel installation is complete and acceptable. spector - Premium - - Travel Name Time Hours... Time David Boyce No Min Day 2.5 Hr(e) Let,. Of Massachusetts Linos w�� 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 07-18-2016 Report No. 5 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting .REVIEWED BY: William P. Crabtree �Q� WT Our reports are available in PDF form via email. Please email us at reportseutsofmass.com for more information. CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd • Szewczak Associates Alan Chandler, PE Mark Troost • ft\, �; Of Massachusetts • ateir i 'The Construction Testing People' Page 1 %, r 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Windsor Probe Report Date 07-15-2016 Report No. 1 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting WEATHER: TIME: CONTACT: SUMMARY: WINDSOR PROBE REPORT The undersigned arrived at the above referenced project for the purpose of performing Windsor Probe testing on footing and walls. sing a Windsor Probe System, Model #FWP1000, Serial #11312, Calibration Date: 02/16/16, standard power 410 able, ASTM C-803, testing was performed with the following results: Test #1 Test #2 Test #3 Test #4 Test #5 Concrete Design Strength: 3000 3000 3000 3000 3000 Concrete Age: 21 days 21 days 21 days 21 days 21 days Surface Characteristics: flat flat flat flat flat Surface Grind/Depth: n/a n/a n/a n/a n/a Form Type: footing footing wall wall wall Curing Condition: n/a n/a n/a n/a n/a Environment Exposure: below grade below grade below grade below grade below grade Windsor Orientation: low power low power low power low power low power Windsor Probe Package No. : 160989 180933 180928/* 180993 1808993 Indicated In-Place Strength: 2,810 2,800 2,120 2,390 2,260 All results are only an indication of PSI. LOCATION: 1st #1 and Test #2-(Surface Shots)footings column line F.6 at 22 Test #3 inside face of wall column line G.6 at 16-22 Test #4 inside face of wall column line G.6 at 8-9 Ii' ,. a;1 Of Massachusetts •Oftelm� 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Windsor Probe Report Date 07-15-2016 ReportNo. 1 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Test #5 inside face of wall column line G.6 at 3 *One additional package of 3 shots were required to properly set probes during todays testing. GENERAL REMARKS: nspector Premium Travel ame Time Hours Time .. Mike Garland No 4-c, REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • 4_ ,r,e;1 Of Massachusetts ���.7i 'The Construction Testing People' • �; 0 -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-12-2016 Report No. 8 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 11 SET 1LOCATION: Footing: column line B at 35.5 Total Unit Slump(in.) 5 1/9 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 81 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type ` Conc Temp(F) 83 Q006 4.00 x 8.00 12.57 Good 07/12/16 07/19/16 7 31,000 2,470 2 Truck No. 72 0007 4.00 x 8.00 12.57 Good 07/12/16 07/26/16 14 39,000 3,100 2 Ticket No. 8111 0008 4.00 x 8.00 12.57 Good 07/12/16 08/09/16 28 52,000 4,140 1 Time 1:50 0009 4.00 x 8.00 12.57 Good 07/12/16 08/09/16 28 53,000 4,220 2 Unit WtlbS/Cu ft 010 4.00 x 8.00 12.57 Good 07/12/16 08/09/16 28 55,000 4,380 1 AlrContent(%) GENERAL REMARKS: Inspector Premium' Travel Name Time Hours @ Time Paul Garrod No -REVIEWED BY: Bryan M. Crabtree �/� FRACTURE TYPES (/ (� I 1 \ J/ Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is (25 mm)of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. 'iv Massachusetts advisor*; � 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781438.6216(Fax) Compressive Strength Report - Concrete Report Date 07-12-2016 Report No. 8 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • AC ,.1 ,;l Of Massachusetts 7.814* +`' i 'The Construction Testing People' • • r Page 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-12-2016 Report No. 8 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Footing: column line B at 31-98 Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box ❑ Thermal Blanket 0 Hay/Straw ❑ Trailer ® Field ❑ Other 'lacement Protection: 0 Thermal Blankets 0 Heat ® None ❑ Other Slump Specification(in.) 3 - 5 Number of slumps out of specification reported to If rejected Approved by Remarks: • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 07-12-2016 Report No. 8 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA ut . r'ii Of Massachusetts Inc. Vitilt The Construction Testi People" `vS DAILY REPORT OFtCONCRUR Page# PROJECT NAME: W.Toe.6l.4d PROJECT NO.: DATE: AIR TEMP.: ?% TOTAL YARDS: )I LOCATION OF POUR: ,.�qq & i3 (a 3I'Llr • 3oodtt Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No.of Truck# Inches In Out Minutes Temp. Air Cylinders v. -elf )2'C 2/f ?'0 . I) ?) 7 (?u' A-3- • • • INSPECTOR: 7 iakb REMARKS: I� 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax 1781) 438-6216 ..tre ; Of Massachusetts �� , 'The Construction Testing People' • 'y. !/ -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-12-2016 Report No. 8 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 11 SET 1 LOCATION: Footing: column line B at 35.5 Total Untt Slump(In.) 5 1/4 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 81 No. (in.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 83' Q006 4.00 x 8.00 12.57 Good 07/12/16 07/19/16 7 31,000 2,4702 Truck No. 72 0007 4.00 x 8.00 12.57 Good 07/12/16 07/26/16 _ 14 39,000 3,100 2 Ticket No. 8111 0008 4 x 8 12.57 Good 07/12/16 08/09/16 28 Time 1:50 0009 4 x 8 12.57 Good 07/12/16 08/09/16 28 Unit Wtibs!cu ft 010 4 x 9 12.57 Good 07/12/16 08/09/16 28 Air Content(%) GENERAL REMARKS: Inspector Premium Travel Name - Time Hours _Time Paul Garrod No .REVIEWED BY: Bryan M. Crabtree M�/e FRACTURExX ), A .),E) \ TYPES / \ 7 / \ Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder Is (25 mm)of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reportseutsofmass.com for more information. Fv ! 1 _ilk Of Massachusetts ;/1.1 :41.-1 'The Construction Testing People' i Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-12-2016 Report No. g Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • • er 44, m,; Of Massachusetts 0; J.,0%, ..-0,5.- :4. � I 'The Construction Testing People' r Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-12-2016 Report No. 8 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Footing: column line B at 31-48 Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other. Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer 9 Field o Other S'lacement Protection: 0 Thermal Blankets 0 Heat 9 None ❑ Other Slump Specification(in.) 3 - 5 Number of slumps out of specification reported to If rejected Approved by Remarks: • • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) • Report Date 07-12-2016 Report No. s Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA .. ,.s;a Of Massachusetts Inc. 0.""pi as./. Construction Testing �'a �'!��-a�-�-�.,�i rryM�'� Page fr - DAILY REPORT OF CONCRETE POUR PROJECT NAME: 16414.IA4a PROJECT NO.: DATE: "7-/.2-/4 AIR TEMP.: 71 TOTAL YARDS: I I LOCATION OF POUR: ,N, r L3 4 3I-Lir 3006 Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No.of Truck# Inches In Out Minutes Temp. Alr Cylinders 7R, zf )zsf ,2/r 8`o . Rs / alit 4.s • • • • INSPECTOR: ?CORO REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438.6216 IF 1 ...Jo .1* Of Massachusetts "1 'IV 'The Construction Testing People' N1eiilder Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 07-12-2016 Report No. 4 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting CONTACT: Jeff Krebs TIME OF INSPECTION: 12:20 PM TIME OF CONCRETE PLACEMENT: 1:30 PM SPECIFICATION: ASTM A615 Grade 40 Grade 60 x Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS:s-s.o REVISION NUMBER: 0, dated 3-18-16 and 10-15-15 I DATED: . HOP DRAWING(S): ROJECT SPECIFICATIONS:03300 OTHER: DRAWINGS STAMPED: YES x NO AREA REVIEWED: Footing: column line B at 31-48; ATTRIBUTES: REVIEWED Yes No Coverage(Top x Bottom x and/or Inside Face x Outside Face x ) x _ Clearance x Cleanliness(heavy rust,scale,mud,dirt,oil,etc.not permitted) x Bar Supports x _ Bar Spacing x _ Bar Quantity x _ Placement and tying x ® The details In the above described area(s)were complete at the time of this Inspection. El The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. ENERAL REMARKS: Reinforcing steel installation is complete and acceptable. Inspector Premium Travel Name Time Hours Time Paul Garrod No Min Day 2.5 Rr(s) "I Of Massachusetts IIt IL: 3 'The Construction Testing People' • Paget 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 07-12-2016 Report No. 4 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting .REVIEWED BY: William P. Crabtree VQrd Our reports are available in PDF form via email. Please email us at reportseutsofmass.com for more information. CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd • Szewczak Associates Alan Chandler, PS Mark Troost • in ifi{� 1 s,s Of Massachusetts ���s+ , 'The Construction Testing People' fivi • Q. !i -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-12-2016 Report No. 8 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3o00# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 11 SET 1LOCATION: Footing: column line B at 35.5 Total Unit Slump(In.) _5 1/4 Lab Size 'Area Date ` Date Age Load Load Fracture Air Temp.(F) al No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Cone Temp(F) 83 0006 4.00 x 8.00 12.57 Good 07/12/16 07/19/16 7 31,000 2,470 2 Truck No. 72 0007 4 x 8 12.57 Good 07/12/16 07/26/16 14 Ticket No. sill 0008 4 x 8 12.57 Good 07/12/16 08/09/16 28 Time 1:50 Qoo9 4 x 8 12.57 Good 07/12/16 08/09/16 28 Unit Wtlbs/CU h 010 4 x 8 12.57 Good 07/12/16 08/09/16 28 Air Content(%) GENERAL REMARKS: Inspector Premium Travel Name ` Time Hours Time Paul Garrod No .REVIEWED BY: Bryan M. Crabtree �/� ji:\LFRACTURE TYPES _ 7 I /(' / \ l XX A / jiii, \ Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Types cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 Inrunning through caps, both ends,no through ends;tap commonly with cylinder Is [25 mm)of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDP form via email. Please email us at reportseuteofmass.com for more information. L 1 Of Massachusetts �_ .1 'The Construction Testing People' �i 'AT* Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-12-2016 Report No. 8 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • 4111 it�;l Of Massachusetts 7:1:71 'The Construction Testing People' v.• '`Vrj Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report -Concrete Report Date 07-12-2016 Report No. 8 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Footing: column line B at 31-48 Method of Placement: ❑Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: ❑Curing Box 0 Thermal Blanket ❑Hay/Straw ❑ Trailer ® Field ❑ Other �lacement Protection: 0 Thermal Blankets 0 Heat ® None ❑ Other Slump Specification(in.) 3 - 5 Number of slumps out of specification reported to If rejected Approved by Remarks: • • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) • Report Date o7-12-2016 Report No. 8 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA yw ,...,:a Of Massachusetts Inc. It$:: rt, The Construction TestingPeople ` � DAILY REPORT OFNCRr People" UR Page PROJECT NAME: Wes Ws ri PROJECT NO.: DATE: -7-/,2-/L AIRTEMP.: $'I TOTAL YARDS: 11 LOCATION OF POUR: ,MppSc st-gr soo6 Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No.of Truck# Inches In Out Minutes Temp. Air Cylinders 7R, 6zf )z ,21to . / tat A-s' • • , INSPECTOR: 7(4P REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7765 Fax (781) 438-6216 SZEWCZAK ASSOCIATES •f !' N; CONSULTING ENGINEERS Richard M.Szewczak,P.E. w ° Alan R.Chandler,P.E. NI Peter G.Celella,P.E. feilCt)N Jason W.Kilty,P.E. July 12, 2016 Stein I Troost LLC One Morgan Ave. Norwalk,CT 06851 Attn: Mr.Mark Troost Re: Concrete Placement Mayflower Place Memory Care 164 Route 28 West Yarmouth,Massachusetts Dear Mark: • As requested by the Yarmouth Building Commissioner we have reviewed the results of the Concrete Test Report#4 (06-24-2016)provided by the project testing laboratory, UTS of Massachusetts. The test results indicate that total batch time from the last three trucks, #84, #72 and #64 was 110 minutes, 135 minutes and 140 minutes respectively on that day.We have the following comments: 1. Project specifications indicate that discharging of concrete trucks is to be completed within 90 minutes after water is added to the mix so these noted time exceeded this requirement. 2. It is assumed from the report is the concrete was not"retempered"with added water on site but the report is not definitive on this matter and we have been unable to confirm this with the testing laboratory. 3. If no water was added to these mixes on site we believe the concrete is acceptable provided it was workable and no cold joints are evident. 4. If modifications to the mixes were made at the site we recommend that the completed concrete be visually examined for cold joints. 5. Additionally we would recommend that additional testing to be performed to confirm the compressive strength of the as placed concrete. a. These tests should consist of a set of"Windsor"probes where the concrete from each of the three trucks were placed. • 200 Fisher Drive,Avon,CT 06001 860.677.4570 SzewczakAssociates.com Mr.Mark Troost July 12,2016 Concrete Placement-Mayflower Place Memory Care-West Yarmouth,Massachusetts Page 2 of 2 ./ • b. An additional set of probes should be installed in the concrete which was samples from the first truck#61. c. Provided that the results of the Windsor probe tests are similar we believe the concrete is acceptable. If you have any questions or require any additional information,please call. Very truly yours, SZEWCZAK AS OCIATES CONSULTItél GINEERS ,rr��tr,0Flcgss''•. r .7, ALA IR. megA PU CHASTRUCTUflAIJLER '7' 33285 'tom 9FG/om.094:it Alan R. Chandler,P.E. N, •r°:'3/4.7747;;V• VONAL fc��C•1 rr Vl VfV14 ARC:mf • • -,;Y Of Massachusetts lo,� lA i 'The Construction Testing People' • ......”"„.e.: -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-07-2016 Report No. 7 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" * I No. Of Sets: 1 I CUBIC YARDS: 36 SET I LOCATION: Wall: Line E.9 at 2 Total Unit Slump(In.) 5 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 81. No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi) ' Type Cone Temp(F) 84 P395 4.00 x 8.00 12.57 Good 07/07/16 07/14/16 7 27,000 2,150 1 Truck No. 72 P396 4.00 x 8.00 12.57 Good 07/07/16 07/21/16 14 37,500 2,980 2 Ticket NO. 8063 P397 4.00 x 8.00 12.57 Good 07/07/16 08/04/16 28 51,000 4,060 1 Time 3:30 P398 4.00 x 8.00 12.57 Good 07/07/16 08/04/16 28 53,000 4,220 2 Unit Wtlbs/cu ft 399 4.00 x 8.00 12.57 Good 07/07/16 08/04/16 28 52,500 4,180 1 Air Content(%) 5.1 GENERAL REMARKS: *MRWR Inspector Premium ! Travel Name Time Hours Time' C. Whiffen No Min Day 2.5 Nr(s) REVIEWED BY: Bryan M. Crabtree ///0 FRACTURE TYPES �/r(� / i\ ‘ \ l Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Weil-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mm)of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from • Typal Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. J. ap; Of Massachusetts git i 'The Construction Testing People' • Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-07-2016 Report No. 7 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • J. �; Of Massachusetts 4 %4 The Construction Testing People' 0 �� Ir Page 3 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-07-2016 Report No. 7 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Wall: Lines 1 to 19 at F.5 to A; Interior Footings: Line G.9 at 22, 25, 6, and 9; Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer ® Field •❑ Other Placement Protection: 0 Thermal Blankets 0 Heat ® None ❑ Other Slump Specification (in.) 4 to 6 Number of slumps out of specification reported to If rejected Approved by Remarks: • tr J. �; Of Massachusetts • Lti � 'The Construction Testing People' • ‘Ii� Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-05-2016 Report No. 6 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 8 SET 1LOCATION: Wall: 22 to 29 at G.9 to G.6 - "Total `'Unit Slump(In.) 5 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 76 No. (in.) (sq.in.) Condition. Cast Tested Days (lbs.) (psi.) Type Cone Temp(F) 80 L501 4.00 x 8.00 12.57 Good 07/05/16 07/12/16 7 28,000 2,230 2 Truck No. 51 L502 4 x 8 12.57 Good 07/05/16 07/19/16 14 Ticket No. 7557 L503 4 x 8 12.57 Good 07/05/16 08/02/16 28 Time 2:55 L504 4 x 8 12.57 Good 07/05/16 08/02/16 28 Unit Wtlbs/cu ft _ 505 4 x 8 12.57 Good 07/05/16 08/02/16 28 Air Content(%) GENERAL REMARKS: 07/15/2016 - amended report, added concrete truck loq Inspector Premium' Travel Name Time Hours 1' Time .. .. Dave Mussulli No Min Day 2.5 Hr(s) .REVIEWED BY: Bryan M. Crabtree //� FRACTURE TYPES ,{/((' A N1 / Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well4ormed cone on Coiumner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than tin. running through caps, both ends,no through ends;tap commonly with cylinder is 125 mm)of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from • Type t Our reports are available in PDF form via email. Please email um at reportstutsofmass.com for more information. r- ,b �� ,- �,;n Of Massachusetts us IL"I I ./ 'The Construction Testing People' Page inef 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-05-2016 Report No. 6 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete CO. Cape Cod Ready Mix - cc: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • 0 L Jr' wilp. i �1 ;I Of Massachusetts : q1 'The Construction Testing People' • .i:4r Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-05-2016 Report No. 6 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 29 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Wall: 22 to 29 at G.9 to G.6 Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: 9 Vibrator 0 Other Other: Cylinder Fabrication Location: 9 Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer 0 Field •❑ Other Placement Protection: 0 Thermal Blankets 0 Heat ® None ❑ Other Slump Specification(In.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: • • Page 4 UTS of Massachusetts, Inc. 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6218(Fax) • Report Date 07-05-2016 Report No. 6 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA Jul 07 16 05.44a Lynne Mussullii 50 4763199 . P.3 L: . risOq a Massachusetts inc. �.� .t� The Construction Testing People° DAILY REPORT OF CONCRETE POUR Page PROJECT NAME:_ i f r_� / i` P •« PROJECT NO.- DATE:_ 'J�fj-/ AIR TEMP.: 76. TOTAL YARDS: LOCATION OF POUR: _• / _ , , f Load & Slump Batching I Batching Time in Yards Concrete % of Ticket 4 No. or Trucks Inches In Out Minutes I �j I r� emp. I Air C tinders 1 Iivzss71 5• i I II I I I 1I � 1 I I 1 1 I 1- I I I I I • i I I JJ -J INSPECTOR: /1 Al E' REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (7811 438-7755 Fax (781) 438-6216 „ ” at Massachusetts IL ��'`s, 'The Construction Testing People' . _moi Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 07-07-2016 Report No. 3 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting CONTACT: Gary Young TIME OF INSPECTION: 7:00 AM TIME OF CONCRETE PLACEMENT: Unscheduled SPECIFICATION: ASTM A615 Grade 40 Grade 60 x Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: REVISION NUMBER: I DATED: SHOP DRAWING(S): Rol, detail #3 •ROJECT SPECIFICATIONS: 03300 THER: DRAWINGS STAMPED: YES x NO AREA REVIEWED: Foundation wall: lines D.4-8.9/1-2; 2-8.9/D.4; A-C/8; and 8-20/A; ATTRIBUTES: REVIEWED Yes No Coverage(Top Bottom x and/or Inside Face x Outside Face x ) x• Clearance x Cleanliness(heavy rust,scale,mud,dirt,oil,etc.not permitted) x Bar Supports x _ Bar Spacing x _ Bar Quantity x Placement and tying x El The details In the above described area(s)were complete at the time of this Inspection. 0 The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. GENERAL REMARKS: Reinforcing steel installation is complete and acceptable. spector Premium Travel Name - Time Hours Time K. Lassonde No Min Day 2.5 }iris) i Of Massachusetts tst-"� .-I 'The Construction Testing People' • r Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 07-07-2016 Report No. 3 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting .REVIEWED BY: William P. Crabtree �Qr WT Our reports are available in PDP form via email. Please email us at reportseutsofmaea.com for more information. CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd • Szewczak Associates Alan Chandler, PE Mark Troost • 1 - -- N. Ot�}t Of Massachusetts t.9 i 'The Construction Testing People' • #r -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 07-05-2016 Report No. 6 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4m I No. Of Sets: 1 I CUBICYARDS: 8 SET 1 LOCATION: Wall: 22 to 24 at G.4 to G.6 Total Unit Slump(in.) 5 Lab Size Area Date Date Age Load Load Fracture L iAlr Temp.(F.) 76 No.- (In.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 80 L501 4.00 x 8.00 12.57 Good 07/05/16 07/12/16 7 28,000 2,230 2 1 1 2 Truck No. 51 L502 4.00 x 8.00 12.57 Good 07/05/16 07/19/16 14 37,000 2,940 Ticket No. 7557 L503 4.00 x 8.00 12.57 Good 07/05/16 08/02/16 28 49,000 3,900 Time 2:55 L504 4.00 x 8.00 12.57 Good 07/05/16 08/02/16 28 50,500 4,020 UnitWtlbs/cu ft 505 4.00 x 8.00 12.57 Good 07/05/16 08/02/16 28 48,000 3,820 1 Air Content(%) GENERAL REMARKS: 07/15/2016 - amended report, added concrete truck log Inspector Premium Travel Name lime Hours Time Dave Mussulli No Min Day 2.5 Hr(e) .REVIEWED BY: Bryan M. Crabtree ide i4FRACTURETYPES 7. _ xX % 1 / Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Types cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder Is (25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reportaeutsofmass.com for more information. re,6II Of Massachusetts MS* 'The Construction Testing People' i Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(yoke)781-43B-6216(Fax) Compressive Strength Report- Concrete Report Date 07-05-2016 Report No. 6 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix Cc: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • L ,, ...1111:e Of Massachusetts +1,i.: 1 'The Construction Testing People' 0 ,; , Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 07-05-2016 Report No. 6 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Wall: 22 to 24 at G.4 to G.6 Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer 0 Field ❑ Other so Protection: 0 Thermal Blankets 0 Heat 9 None ❑ Other Slump Specification(In.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: • • .. UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 07-05-2016 Report No. 6 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA - Ju1071605:44e Lynne Mussuiri 50 763199 �{ 13.3 I i.ik L. ,.-..,P7Of Inc.L is ROIMassachusetts S ii� v) °The Construction ws Testing People" DAILY REPORT OF CONCRETE POUR Page# --- PROJECT NAME: ,I C t /�rt _PROJECT NO.:______.-- DATE:_ 'J-tc a/ AIR TEMP.: 7L TOTAL YARDS: LOCATION OF POUR: / Load & Slump Batching Batching Time in Yards Concrete Truck* Inches In Out Minutes Co, d nani�r Temp. ® C finders • ��� IIIIII 1111 -- NO 111111111111111111.1111 • INSPECTOR: ni REMARKS; S Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438.6216 s," Of Massachusetts RECEIVED +«+ , 'The Construction Testing People' • `;ter JUL 132016 -Page1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) BUILDING DEPARTMENT By: Compressive Strength Report- Concrete Report Date 07-05-2016 Report No. 6 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: c-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: i I CUBIC YARDS: s SET 1 LOCATION: Wall: 22 to 24 at G.4 to G.6 Total Unit Slump(in.) 5 ilfr Lab ,Size Area Date Date Age Load Load Fracture Air Temp.(F.) 76 No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 80 L501 4.00 x 8.00 12.57 Good 07/05/16 07/12/16 7 28,000 2,230 2 Truck No. 51 L502 4 x 8 12.57 Good 07/05/16 07/19/16 14 Ticket No. 7557 L503 4 x 8 12.57 Good 07/05/16 08/02/16 28 Time 2:55 L504 4 x 8 12.57 Good 07/05/16 08/02/16 28 Unit Wtlbs/CU ft 505 4 x 8 12.57 Good 07/05/16 08/02/16 28 Air Content(%) GENERAL REMARKS: Inspector Premium ' Travel Name Time Hours Time Dave Mussulli No Min Day 2.5 Hr(s) .REVIEWED BY: Bryan M. Crabtree '/�/ FRACTURE TYPES M(� X i , A )\ 1)\(/'' \ y / I Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 6 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ands,no through ends;tap commonly with cylinder is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed drought caps on other end distinguish from TYW5 • Our reports are available in PDF form via email. Please email us at reports®utsofmass.com for more information. • ,• _,"l Of Massachusetts I. 4 it `1 'The Construction Testing People' vilai• {I Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-05-2016 Report No. 6 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix cc: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • 0 • • _;1 Of Massachusetts � it114 p, 'The Construction Testing People' • �y�` !iPage 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 07-05-2016 Report No. 6 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Wall: 22 to 24 at G.4 to G.6 Method of Placement: 0 Pump El Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: El Vibrator 0 Other Other: Cylinder Fabrication Location: El Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer 0 Field ❑ Other Slacement Protection: 0 Thermal Blankets 0 Heat El None ❑ Other Slump Specification(In.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: • 110 UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6218(Fax) Report Date 07-05-2016 Report No. 6 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA L - lilt • • • ;� J. ,n Of Massachusetts lt ��� . 1 'The Construction Testing People' • cy- ,, Page 1 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 06-30-2016 Report No. 5 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" * I No. Of Sets: 1 I CUBIC YARDS: 55 SET 1 LOCATION: Wall: Line G at 14 Total Unit Slump(in.) s Lab Size Area Date Date `Age ' Load Load Fracture Air Temp.(F.) 77 No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 82 L413 4.00 x 8.00 12.57 Good 06/30/16 07/07/16 7 24,000 1,910 2 Truck No. ss L414 4.00 x 8.00 12.57 Good 06/30/16 07/14/16 14 36,000 2,860 1 Ticket No. 8420 L415 4.00 x 8.00 12.57 Good 06/30/16 07/28/16 28 45,000 3,580 1 Time 12:45 L416 4.00 x 8.00 12.57 Good 06/30/16 07/28/16 28 46,000 3,660 2 Unit Wtib4/CU ft 417 4.00 x 8.00 12.57 Good 06/30/16 07/28/16 28 48,000 3,820 1 Air Content(%) s.0 GENERAL REMARKS: •MRWR; 07/15/2016 - amended report, added concrete truck log Inspector Premium Travel Name Time Hours Time L. Villani No REVIEWED BY: Bryan M. Crabtree iote FRACTURE TYPES X s / 1 / N \ : 1 ) (/' ‘ / 1 Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Types cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mmj of cracking noweil4enned cone well-formed cones with hammer to unbonded caps) pointed drought caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reportseutaofmaea.com for more information. orilli ,;i Of Massachusetts le 4-1 -The Construction Testing People' *tea. ;!i • QPage 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report -Concrete Report Date 06-30-2016 Report No. 5 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • r,_ �,"j Of Massachusetts •in,m�+ 1 'The Construction Testing People' e Page 3 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 06-30-2016 Report No. 5 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete CO. Cape Cod Ready Mix FIELD SUMMARY REPORT "TotalPour: Walls: South courtyard walls, line G to D.4 at 11 to 12; Footings: Elevator pit south to eastside to D4 line; Method of Placement: ®Pump ❑Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ® Field •❑ Other Placement Protection: 0 Thermal Blankets 0 Heat 0 None ❑ Other Slump Specification(In.) 5 +1- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: •0 • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 06-30-2016 Report No. 5 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA 07'01/2016 8:25 AN PAZ 508584;742 CANNON I 0001/0008 7 ; ,.. y� ai Z'ala Of Massachusetts inc. +41:4=. °The Construction Testi Pe�op,�,�l�e� • `'S!" J DAILY REPORT OFtCONCRETE /ONCRREET P UR Page# PROJECT NAME:MileitW000 D�i1 Ci1t PROJECT NO.: DATE: 5 0 b AIR TEMP.:71 TOTAL ARDS:SS LOC tTIONOFPOUR' " I1 — '..1. .4..,i IJo -Foodt FinV tap to a 3101. iNtr' Load & Slump Batc ing Batching Time In Yards Concrete %of Ticket# No. of Truck# Inches In Out Minutes Temp. Alr Cylinders 55 S 114°I l SD 6I . ti 6J°IOZig 7,.o 54 1 .26 430 �'o j�� 710'1 _ l • l "13. / LID j so / O Ifl vi24 ‘q 105 �t?5 `10192 - 55 a.)el 3H° gd/0 .11/V 1922- tO1 . •II • INSPECTOR: 401A,VIII4Nj REMARKS3034 MID 9ardeit, ors 5 Pilchard arm t=ma ctaaPA wn .. h-„nI.......al anion 17041 o -ieeWrr_., 7,n4 c r-- ,, , a Of Massachusetts •�;`�� � 'The Construction Testing People' +ti., -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 06-30-2016 Report No. 5 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 c-1064 C-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" * I No. Of Sets: 1 I CUBIC YARDS: 55 SET 1 LOCATION: Wall: Line G at 19 :Total :Unit Slump(In.) 5 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 77 No. (in.) d. (sq.In.) '.Condition Cast <' Tested Days (lbs.) (psi.) Type Conc Temp(F) 82 L413 4.00 x 8.00 12.57 Good 06/30/16 07/07/16 7 24,000 1,910 2 i Truck No. 55 L414 4.00 x 8.00 12.57 Good 06/30/16 07/14/16 14 36,000 2,860 1 Ticket No. 8420 L415 4 x 8 12.57 Good 06/30/16 07/28/16 28 Time 12:95 L416 4 x 8 12.57 Good 06/30/16 07/28/16 28 'Unit Wtibs/CU ft 417 9 x 8 12.57 Good 06/30/16 07/28/16 28 Air Content(%) 5.0 GENERAL REMARKS: *MRWR; 07/15/2016 - amended report, added concrete truck log Inspector Premium; Travel Name '. Time Hours Time L. Villani No REVIEWED BY: Bryan M. Crabtree /�/� FRACTURE TYPES (/ �/((' // j,f(7 \ ( 1 /).\\\\ Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder Is 125 mm)of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from • Type 1 Our reports are available in PDF form via email. Please email us at reports8utsofmass.eom for more information. L J. ....e;ii Of Massachusetts •0. t* 'The Construction Testing People' .. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781.438-6216(Fax) Compressive Strength Report- Concrete Report Date 06-30-2016 Report No. 5 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix cc: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • 4111 ,. � Of Massachusetts rtp rt-/ 'The Construction Testing People' • Nr I" Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 06-30-2016 Report No. 5 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Walls: South courtyard walls, line G to D.9 at 11 to 12; Footings: Elevator pit south to eastside to D9 line; Method of Placement: ®Pump 0 Chute Discharge 0 Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ® Field •❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 5 +/- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: • UTS'of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781-438-6216(Fax) wReport Date 06-30-2016 Report No. 5 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA 07;04,2016 8:25 AM FAX 508584142 CANNON ..".. Pl 0001/0008 • ,o, 7,, r la ' irm,F iOf Massctchusetts inc. tumol a a ♦Vnq'„ the Construction test{ a �—ir Page DAILY REPORT OF CONCRETE/ � POUR PROJECT NAMEEft1 ektd°0D {1?D,Fu1 CN PROJECT NO.: DATE: , 0 b AIR TEMP(.:'7 TOTAL ARDS: Si LOC TION OF POUR • — Sr„►. ,�' Y4 t Tlo t -roo-ttt FIFO-TPA , Sb o E$s 510 0 lid& I Load & I Stump Batching Batching Batching Time In I Yards Concrete I %of Ticket* I No.of 1 Trucks Inches In Out Minutes Temp. Air Cylinders S5 5 101� 12N a (31 If{l 'Z a. 5-°°t tiaa 511 • 1e6.6 I 12 I1 qt7 v $0►3 6 a. I I os ��5 0 I�� I ��zz q � I � 55 aj ° ISN° 16 1I/59 %Of, I I . I • I I I I I I i I . I110 I . INSPECTOR: 1OLA.Vai4jt/I REMARKS3 a hp tett Q,, W r • 5 nlcharrlcnn IAna CM..chvm PA w .a- •... +s nee 'e 10r119041 we cr-- ,+o+l/ #1.20 a ft;it Of Massachusetts - . t �a�1 'The Construction Testing People' sof / •.1%•*”"ft/ -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 06-30-2016 Report No. 5 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4° * I No.Of Sets: 1 I CUBIC YARDS: ss SET 1 LOCATION: Wall: Line G at 14 .Total Unit Slump(In.) 5 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 77 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi) Type Cone Temp(F) 82 L413 4.00 x 8.00 12.57 Good 06/30/16 07/07/16 7 24,000 1,910 2 Truck No. 55 L414 4 x e 12.57 Good 06/30/16 07/14/16 14 Ticket NO. 8420 L415 4 x 8 12.57 Good 06/30/16 07/26/16 28 Time 12:45 L416 4 x 8 12.57 Good 06/30/16 07/28/16 28 Unit Wtlbs/cu ft 417 4 x 8 12.57 Good 06/30/16 07/28/16 28 Air Content(%) 5.0 GENERAL REMARKS: MRWR Inspector Premium Travel Name Time' _Hours Time L. Villani No .REVIEWED BY: Bryan M. Crabtree 'iffC FRACTURE TYPES I A )1:4 7. / \ X X \ / Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 1111 Our reports are available in PDT form via email. Please email us at reportsautsofmass.com for more information. 4r t, �,"j Of Massachusetts • � :: , "The Construction Testing People' • -a-- Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 06-30-2016 Report No. 5 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ca Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • 4111 er Nt. 4 ,;a Of Massachusetts ." �.:ws`i 'The Construction Testing People' . -re- 5 e i Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 06-30-2016 Report No. 5 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Walls: South courtyard walls, line G to D.4 at 11 to 12; Footings: Elevator pit south to eastside to D4 line; Method of Placement: 0 Pump 0 Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: ❑Curing Box 0 Thermal Blanket 0 Hay/Straw ❑ Trailer ® Field •❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat 0 None ❑ Other Slump Specification(in.) 5 +1- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-8218(Fax) • Report Date 06-30-2016 Report No. s Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA • • i • - is Of Massachusetts �`�•��ftr- ft- �7 'The Construction Testing People' / Page 1 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781438-6216(Fax) Reinforcing Steel Report Report Date 06-30-2016 Report No. 2 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting CONTACT: Mitch Finn TIME OF INSPECTION: 11: 00 AM TIME OF CONCRETE PLACEMENT: 12:30 PM SPECIFICATION: ASTM A615 Grade 40 Grade 60 x Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: REVISION NUMBER: I DATED: HOP DRAWING(S): 'PROJECT SPECIFICATIONS:03300 OTHER: DRAWINGS STAMPED: YES NO AREA REVIEWED: Footings: Elevator pit south to eastside to D4 line; ATTRIBUTES: REVIEWED Yes No Coverage(Top x Bottom x and/or Inside Face x Outside Face x ) X Clearance X Cleanliness(heavy rust,scale,mud,dirt,oil,etc.not permitted) X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying X El The details in the above described area(s)were complete at the time of this Inspection. ® The results of this Inspection were discussed with the aforementioned contact persons prior to departure from the project site. No drawings were provided for reference at time of inspection. ENERAL REMARKS: Reinforcing steel installation is complete and acceptable. !~. L _ Of Massachusetts I Alwi 'The Construction Testing People' • .s!.+!/ Page 2 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Yoke)781-438-6216(Fax) Reinforcing Steel Report Report Date 06-30-2016 Report No. 2 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting ,Inspector Premium Travel Name Time Hours Time L. Villani No REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reportseutsofmass.com for more information. CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn • NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost L "-1 Of Massachusetts i :� , 'The Construction Testing People"' • - r -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 06-30-2016 Report No. i Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting CONTACT: Mitch Finn TIME OF INSPECTION: 11:00 AM TIME OF CONCRETE PLACEMENT: 12:30 PM SPECIFICATION: ASTM A615 Grade 40 Grade 60 x Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A817 Grade 40 Grade 60 CONTRACT DRAWINGS: REVISION NUMBER: I DATED: SHOP DRAWING(S):noi-a, Dated 5/18/16 (PROJECT SPECIFICATIONS:03 3 00 OTHER: DRAWINGS STAMPED: YES NO AREA REVIEWED: Walls: South courtyard walls, line G to D.4 at 11 to 22; ATTRIBUTES: REVIEWED Yes No Coverage(Top x Bottom x and/or Inside Face x Outside Face x ) X Clearance X _ Cleanliness(heavy rust,scale,mud,dirt,oil,etc.not permitted) X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying X ® The details in the above described area(s)were complete at the time of this Inspection. El The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. ENERAL REMARKS: Reinforcing Steel installation is complete and acceptable. Spector Premium Travel Name Time Hours Time L. Villani No Max Day 2.5 Hr(s) Ls Of Massachusetts I:347.. , 'The Construction Testing People' • V!!' r Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report ReportDate 06-30-2016 Report No. . Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting .REVIEWED BY: William P. Crabtree �Q� WT Our reports are available in PDF form via email. Please email us at reports®utsofmass.com for more information. CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd • Szewczak Associates Alan Chandler, PE Mark Troost • J. ; Of Massachusetts VI '+:�7 'The Construction Testing People' -Page 1 • ``ie!' 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report ReportDate 06-28-2016 Report No. 3 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting WEATHER: Sunny 72° TIME: 6:30 am CONTACT: Mitch Finn PURPOSE: Observe earthwork construction and perform field density test EQUIPMENT: Plate Compactor TEST METHOD: ® Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Field Test Percent Dry Dry Percent Elevation o. Moisture Density Density Compaction Location. (Feet) 2.5 140.4 137.5 97.9 See Sketch Footing base 2 2.5 140.4 138.3 98.5 See Sketch Footing base 3 2.5 140.4 137.5 97.9 See Sketch Footing base 4 2.5 140.4 137.5 97.9 See Sketch Footing base 5 2.5 140.4 138.3 98.5 See Sketch Footing base 6 2.5 140.4 136.6 97.3 See Sketch Footing base 7 2.5 140.4 137.5 97.9 See Sketch Footing base OBSERVATIONS: This report follows a site visit to observe/test the earthwork for: Elevator pit and Isolated footings. The writer arrived on site at 6:30 am and met with Mitch Finn of NEI. The purpose of this visit was to observe the progress of the elevator pit and the isolated footings and to perform field density testing. The following was observed: The contractor continued to recompact the elevator pit and isolated footings. The elevations tested was set at footing base. The material being used was made of F- M sand, some gravel, little silt and required a minimum compaction of 95% to pass. The material was firm, dry and stable. Seven compaction tests performed per method ASTM D1556 Sand Cone. The earthwork tested does conform to minimum 95% compaction per project specification. These observations were reported to Mr. Finn during this visit. l ,. �;it Of Massachusetts Li. "r� � 'The Construction Testing People' Paget 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781.438.6216(Fax) Soil Inspection Report Report Date 06-28-2016 Report No. 3 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting ,Inspector Premium Travel Name -.! Time Hours ` Time Michael Walsh No Max Day 2.5 Hr(s) REVIEWED BY: Chuck Fraser Our reports are available in PDF form via email. Please email us at reports@utsofmass.com✓ffor more information. CC: Maplewood Senior Living Jocelyn Isabelle • NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • UTS of Massachusetts, Inc. Page 3 •5 Rlcta dson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) • Report Date 06-28-2016 Report No. 3 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA 2 0 —) w W LL (./) • • TA. M 3- _ • 6 3-4 • 2 .c U Z w Z • 03 0 0 y a a E kr) • T • C i O um t CN c O E ; NN 4 ✓f --AC/ • • J.- � Statement of Special Inspections • Project: Maplewood-Mayflower Memory Center Facility Location: 164 Route 28- West Yarmouth,Massachusetts Owner. West Yarmouth Property II, LLC Design Professional in Responsible Charge: Szewczak Associates Consulting Engineers This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the Special Inspection and Structural Testing requirements of the Building Code. It includes a schedule of Special Inspection services applicable to this project as well as the name of the Special Inspection Coordinator and the identity of other approved agencies to be retained for conducting these inspections and tests. This Statement of Special inspections encompass the following disciplines: ® Structural 0 Mechanical/ElectricaVPlumbing ❑ Architectural 0 Other. The Special Inspection Coordinator shall keep records of all Inspections and shall furnish inspection reports to the Building Official and the Registered Design Professional in Responsible Charge. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official and the Registered Design Professional in Responsible Charge. The Special Inspection program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted to the Building Official and the Registered Design Professional in Responsible Charge. • A Final Report of Special Inspections documenting completion of all required Special Inspections, testing and correction of any discrepancies noted in the inspections shall be submitted prior to Issuance of a Certificate of Use and Occupancy. Job site safety and means and methods of construction are solely the responsibility of the Contractor. Interim Report Frequency: Report to be issued for each day of inspection. or 0 per attached schedule. Prepared by: ......w.e..++v OPP:OP"OFr4gss y+v jai) ALAN R. a�, Alan R Chandler,P.E. ;o CHANDLER i d. (type or print name) I o STAuC7un I. m C MSS c WWW %qt cGOESTSS'v24i 6/27/16 t `�r SrONAI S���.+ r•rvrrvv+++v Signature Date Design Professional Seal Owner's Authorization: Building Official's Acceptance: Signature Date Signature Date • Statement of Special Inspections • • Page 2 of 11 • Schedule of Inspection and Testing Agencies This Statement of Special Inspections/Quality Assurance Plan includes the following building systems: ® Soils and Foundations 0 Spray Fire Resistant Material ® Cast-in-Place Concrete ❑ Wood Construction ❑ Precast Concrete ❑ Exterior Insulation and Finish System ❑ Masonry ❑ Mechanical&Electrical Systems ® Structural Steel ❑ Architectural Systems O Cold-Formed Steel Framing 0 Special Cases Special Inspection Agencies I Firm I Address,Telephone,e-mail 1. Special inspection SzewczakAssociates 200 Fisher Drive Coordinator Consulting Engineers Avon, CT 06001 860-677-4570 Phone alan@szewczakassociates.com (Alan R. Chandler,P.E) 2. Testing Agency UTS ofMassachusetts S Richardson Lane Stoneham,MA 02180 • 3. Other Seiffert Associates,LLC 180 Church Street Geotechnical Engineer Naugatuck, CT 06770 (203)723-1477 4. Other 5. Other 6. Other Note: The inspectors and testing agencies shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work Is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official, prior to commencing work. • Statement of Special Inspections Page 3 of 11 • Qualifications of Inspectors and Testing Technicians The qualifications of all personnel performing Special Inspection and testing activities are subject to the approval of the Building Official. The credentials of all Inspectors and testing technicians shall be provided if requested. Key for Minimum Qualifications of Inspection Agents: When the Registered Design Professional in Responsible Charge deems it appropriate that the individual performing a stipulated test or inspection have a specific certification or license as indicated below, such designation shall appear below the Agency Number on the Schedule. PE/SE Structural Engineer—a licensed SE or PE specializing in the design of building structures PE/GE Geotechnical Engineer—a licensed PE specializing in soil mechanics and foundations EIT Engineer-In-Training—a graduate engineer who has passed the Fundamentals of Engineering examination American Concrete Institute(ACI)Certification ACI-CFTT Concrete Field Testing Technician—Grade 1 ACI-CCI Concrete Construction Inspector ACI-LTT Laboratory Testing Technician—Grade 1&2 ACI-STT Strength Testing Technician American Welding Society(AWS)Certification AWS-CWI Certified Welding Inspector • AWS/AISC-SSI Certified Structural Steel Inspector American Society of Non-Destructive Testing(ASNT)Certification ASNT Non-Destructive Testing Technician—Level II or III. nternational Code Council(ICC)Certification CC-SMSI Structural Masonry Special Inspector CC-SWSI Structural Steel and Welding Special Inspector CC-SFSI Spray-Applied Fireproofing Special Inspector CC-PCSI Prestressed Concrete Special Inspector CC-RCSI Reinforced Concrete Special Inspector National Institute for Certification in Engineering Technologies(NICET) NICET-CT Concrete Technician—Levels I, II, Ill&IV NICET-ST Soils Technician-Levels I, II, Ill &IV NICET-GET Geotechnical Engineering Technician-Levels I, II, Ill&IV Exterior Design Institute(EDI)Certification EDI-EIFS EIFS Third Party Inspector Other • Statement of Special Inspections Soils and Foundations Page 4 of 11 • Item Agency# Scope (Quaff.) 1. Shallow Foundations 3 Observe excavations and preparation of existing subgrade. Per& compliance with requirements of the Contract Documents. 3 Inspect final footing subgrades and bearing surfaces to confirm adequate bearing capacity and compliance with the Contract Documents. 3 Observe removal of unsuitable material and preparation of subgrade prior to placement of controlled fill 2. Controlled Structural Fill 3 Review procedures for placement of controlled fill materials. 2 Perform sieve tests(ASTMD422&D1140)and modified proctor tests(ASTM D1557)of each source offill material. 2 Inspect placement,lift thickness and compaction of controlled fill. 2 Test density offill by nuclear methods(ASTMD2922). 3 Peri&extent and slope offill placement. • 3. Deep Foundations • 4. Load Testing 4. Special Inspection 1 Perl that the assigned inspection agencies are conducting the Coordination . PE inspections required. Peri inspection agent qualifications. • Statement of Special Inspections Cast-in-Place Concrete Page 5 of 11 • Item Agency# Scope (Quaff.) 1. Reinforcement Installation 2 Inspect size,spacing, cover, and positioning of reinforcing steel in (Including rebar, tendons, ACI-CCI accordance with the requirements of the Contract Documents and and post-tensioning ducts) reviewed Shop Drawings. 2 Verify that reinforcement is accurately placed and adequately ACI-CC1 supported before concrete is placed,and Is secured against displacement within tolerances listed above. (AC1318 Sect. 7.5.1) 2 Vert*that reinforcing bars are free from mud, oil, concretefrom ACI-CCI previous placements,or other deleterious materials. (ACI 318 Sect. 7.4.1 and 7.4.2) 2 Vert&that bar lap splice dimensions and mechanical splices have ACI-CCI been provided in accordance with the requirements of the Contract Documents and reviewed Shop Drawings. 2. Reinforcing Steel Welding - (Not applicable) 3. Anchor Rods and Other 2 Inspect size,positioning, and quantity of embedments. Observe • Embedments ACI-CCI concrete placement and ver fy proper consolidation around embedments. 4. Use of Approved Concrete 2 Review concrete batch tickets and ver fy compliance with Mix Design ACI-CCI approved mix design. 1. Verb that water added at the site does not exceed that allowed by the approved mix design. 2. Review admixtures on concrete batch tickets and ver fy compliance with approved mix design. Ver&that quantities added do not exceed that allowed by the approved mix design. 5. Sampling and Testing of Samples for strength tests shall be taken in accordance with ASTM Concrete and Shotcrete C172(AC1318 Sect 5.6.3.1)at frequency noted in Project Specifications. 2 Test concrete slump(ASTM C143), air-content(ASTM C231 or ACI-CFTT CI73)and temperature(ASTM C1064)each time that concrete Is sampled for strength tests. 2 Test concrete compressive strength(ASTMC31&C39). ACI-STT • Statement of Special Inspections Cast-in-Place Concrete (continued) Page 6 of 11 • Item Agency# Scope (Quaff.) 6. Concrete and Shotcrete 2 Verf that concrete is conveyed and deposited in accordance with Placement ACI-CCI Project Specifications. 7. Curing and Protection Concrete: 2 Vert*that concrete is cured and temperature maintained in ACI-CCI accordance with Project Specifications and ACI 318:5.11-5.13 8. Prestressed Concrete - (Not applicable) 9. Structural Precast Concrete - (Not applicable) 10. In-situ Concrete Strength - (Not applicable.) • 11. Formwork Geometry 2 Verb that forms conform to shapes,lines and dimensions of the ACI-CFJT members as required by the Contract Documents. 12 Non-Shrink Grout 2 Tests: Test non-shrink grout specimens in accordance with the ACI-CFTT following: 1. ASTMC 1107-02 Article 12.1 Consistency 2. ASTM C 1107-02 Article 12.5 Compressive Strength: a. Test three cubes for compressive strength at each age(l, 3, 7 and 28 days). 13 Special Inspection 1 Periodically observe work Verfy that the assigned inspection Coordination PE agencies are conducting the inspections required Independently verfy the items specified in this Statement ofSpecial Inspections during site observations. Verify inspection agent qualifications. • Statement of Special Inspections Structural Steel Page 7 of 11 • Item Agency# Scope (Qualif.) 1. Fabricator Certification/ 2 Verify that the fabricator maintains detailed fabrication and Quality Control Procedures AWS-CWI quality control procedures that provide a basis for inspection control of the workmanship and the fabricator's ability to conform to approved construction documents and referenced standards. Review the procedures for completeness and adequacy relative to the code requirements for the fabricator's scope ofwork Alternatively,for AISC Certified Fabricators,obtain current evidence that fabricator is exempt from Special Inspections. 2. Material Certification 1 Review mill certificates for steel and ASTM certificates for bolts and weld material. 1 Review material certifications for bolts,nuts and washers. • 2 Review material certificates for weld fill materials. AWS-CWI Review material cert fcates for shear connectors. 3. Open Web Steel Joists 2 Review installation,alignment,bridging and connections offolst installation. 4. Bolting 2 Review bolting operation and proper pretensioning of bolts utilized 2 Review fastener ASTM identification markings. 5. Welding 2 Review welder's certifications. AWS-CWI Test critical welds with non-destructive methods for AWS compliance. 6. Shear Connectors 2 Field inspection of installed connectors. AWS-CWI • Statement of Special Inspections Structural Steel (continued) Page 8of11 • Item Agency# Scope (Quaff.) 7. Structural Details 1,2 Review field installation of steel for conformance with Contract Documents. 8. Metal Deck 2 Field inspection of installed deck and connection to structure and AWS-CWI side lap connections. 9. Special Inspection i Observe work as each sequence is nearly complete for Coordinator PE conformance to the Contract Documents. Independently verb the items specified in this Statement of Special Inspections during site observations. • • Statement of Special Inspections Cold-Formed Steel Framing Page sof 11 • Item Agency# Scope (Quaff.) 1. Member Sizes I Review material for conformance with requirements of Contract Documents and reviewed submittals. 2. Material Thickness 1 Review material for conformance for requirements of Contract Documents and reviewed submittals. 3. Material Properties I Review material certificates forframing members. 4. Mechanical Connections 2 Visually observe installed components and connections for conformance with requirements of Contract Documents and reviewed submittals. • 5. Welding - (Not applicable.) 6. Framing Details 2 Visually observe installed components and connections for conformance with requirements of Contract Documents and reviewed submittals. 7. Trusses 2 Visually observe Installed trusses and connections for conformance with requirements of Contract Documents and reviewed submittals. 8. Permanent Truss Bracing 2 Visually observe installed bracing and connections for conformance with requirements of Contract Documents and reviewed submittals. 9. Special Inspection I Observe cold form roof truss installation prior to placement of Coordinator PE sheathing. Verb that the assigned Inspection agencies are conducting the inspections required. • Statement of Special Inspections • Spray-Applied Fire Resistant Material Page 10 of 11 Item Agency# Scope (Dual.) 1. Material Specifications 1 Verfy conformance with the Contract Documents and reviewed submittals. 2. Laboratory Tested Fire 1 Review UL fire resistive design for each rated beam, column,or Resistance Design assembly. 3. Schedule of Thickness 1 Review approved thickness schedule. 4. Surface Preparation 2 Vert&that surfaces have been prepared in accordance with the approved fire-resistance design and the approved manufacturer's written instructions. 5. Application 2 Verf that substrate has a minimum ambient temperature before and after application as specified in the approved manufacturer's • written Instructions. Ver fy that the area for application Is ventilated during and after application as required by the approved manufacturer's written instructions. 6. Curing and Ambient Condition 2 Verify ambient air temperature and ventilation Is suitable for application and curing offireproofing. 7. Thickness 2 Floor,roof and wall assemblies: Test thickness offireproofing(ASTME605. Take a set ofnot less than four thickness measurements for every 1,000 SF ofthe sprayed area on each floor or part thereof. Structural framing members: Test thickness offireproofing(ASTM E605). Test a minimum of 25%of the sprayed beam,Joist, truss and column members at each level offraming. 8. Density 2 Verb that the density offireproofing material Is not less than the density specified in the approved fire-resistant design. Test in accordance with ASTME605 • Statement of Special Inspections • Spray-Applied Fire Resistant Material (Continued) Page 11 of 11 Item Agency# Scope (Qualif.) 9. Bond Strength 2 Verb that the cohesive/adhesive bond strength of the cured sprayed fire-resistant materials is not less than the specified bond strength, or ISO psi,whichever is greater. Test in accordance with ASTME736 and as follows: • Floor,roof and wall assemblies: Test one sample for not less than every 10,000 square feet ',floor area or part thereof in each story. • Structural framing members: Select samples-from beams,girders,joists,trusses, and columns at a rate of of less than one per every 10,000 square feet offloor area or part thereof in each story. 10. Special Inspection 1 Very that the assigned inspection agencies are conducting the Coordinator inspections required Veru,inspection agent qualifications. • • Statement of Special Inspections rt a;1 Of Massachusetts • w1 'The Construction Testing People' •Nie+!r -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 06-24-2016 Report No. 4 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 58 SET 1 LOCATION: Footing, column line A.5 at 38 total Unit Slump(In.) 5 Lab Size Area Date Date Age Load Load Fracture Alr Temp.(F.) 82 No. (In.) (sq.in.) Condition Cast 1 Tested Days (lbs.) (psi.) Type Cone Temp(F) 74 M032 4.00 x 8.00 12.57 Good 06/24/16 07/01/16 7 36,000 2,860 1 Truck No. 65 M033 4.00 x 8.00 12.57 Good 06/24/16 07/08/16 14 44,000 3,500 1 Ticket No. 7955 M034 4.00 x 8.00 12.57 Good 06/24/16 07/22/16 28 55,000 4,380 1 Time 1:15 M035 4.00 x 8.00 12.57 Good 06/24/16 07/22/16 28 53,500 4,260 2 Unit Wtlbs/cu ft 036 4.00 x 8.00 12.57 Good 06/24/16 07/22/16 28 53,000 4,220 1 Air Content(%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Dave Mussulli No Min Day 2,5 Hr(s) .REVIEWED BY: Bryan M. Crabtree gge FRACTURE TYPES / A ik(i'(/ \ Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 6 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is [26 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports ere available in PDF form via email. Please email us at reporteeutsofmase.com for more information. 6�'� 1 �; Of Massachusetts ,...';`1 'The Construction TestingPeople- 9 eo le' •+t `„�j P Page 2 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781338-6216(Fax) Compressive Strength Report - Concrete Report Date 06-24-2016 Report No. 4 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ca Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • 4111 f44, �;1 Of Massachusetts a�Ato 'The Construction Testing People' • .1-ax-'" Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 06-24-2016 Report No. 4 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Footing, column line A.5-G.6 at 38-49; wall, column lines B-G at 45-49 and K at 3-49 Method of Placement: ❑Pump 0 Chute Discharge ® Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: 0 Truck Discharge Chute ® End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket ❑Hay/Straw ID Trailer El Field ❑ Other •lacement Protection: ❑Thermal Blankets 0 Heat ® None ❑ Other Slump Specification(in.) 5 +/- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: • • UTS'of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781.438.6216(Fax) • Report Date 06-24-2016 Report No. 4 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA It. L ,;ail Of Massachusetts Inc oar. 'The Construction TestingPeople" �c�,I r�`'rl+"� Page# - DAILY REPORT.� OF CONCRETE POUR PROJECT NAME:: 040,4W�nf Hi/ rrna� PROJECT NO.: DATE: G -02; 1 AIR TEMP.: `a e TOTAL YARDS: (I) LOCATION OF POUR: fooilri Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No. of Truck# Inches In Out Minutes Temp. Air Cylinders �J 5 /4& .r w/3 60 71° Ss 295A. (eS 6 /a; /"dO (pc NI 79 8a° T3ss C 5< m a7 a.'01 410 79,6 gy /02:0 -253o /10 F /J 78 spa' 796-7 702 43roo 3'"/c /35 'Ds! 79 W 795g 1p i-1 i 3,Vo 44'2 /4/D % 79 76' 7940 • • •_ I • INSPECTOR: `Hato SSAREMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 f r ` ,ems;1 Of Massachusetts IL+,g us-i The Construction Testing People" • ``,a' -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 06-24-2016 ReportNo. 4 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: c-in C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 58 SET 1 LOCATION: Footing, column line A.5 at 38 Total Unit - Slump(in.) 5 41/, Lab Size -. Area Date Date Age Load Load Fracture Air Temp.(F.) 82 No. (in.) (sq.in.) Condition Cast 'r Tested ' Days (lbs.) (psi.) Type ! Cone Temp(F) 79 M032 4.00 x 8.00 12.57 Good 06/24/16 07/01/16 7 36,000 2,860 1 Truck No. _ 65 Ticket No. 11033 4 x 8 12.57 Good 06/24/16 07/08/16 19 _ 7955 M034 4 x 8 12.57 Good 06/24/16 07/22/16 28 Time 1:15 M035 4 x 8 12.57 Good 06/24/16 07/22/16 28 Unit Wtlbs/cu ft 036 4 x 8 12.57 Good 06/24/16 07/22/16 28 Alr Content(%) GENERAL REMARKS: Inspector 'Premium.. Travel Name Time Hours Time Dave Mussull]. No Min Day 2.5 Hr(s) REVIEWED BY: Bryan M. Crabtree /,/� FRACTURE TYPES / �r(,' / 1)\ I ), (/ S \ X , / Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Types cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is 125 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. , 1 ,- la Of Massachusetts + 1 'The Construction Testing People' • Nter Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 06-24-2016 Report No. 4 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • • ,.L ,, asi Of Massachusetts to,247 'The Construction Testing People' • I� Page 3 5 Richardson Lane, Stoneham,MA 02180 781-436-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 06-24-2016 Report No. 4 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT "TotalPour: Footing, column line A.5-G.6 at 38-99; wall, column lines B-G at 95-99 and K at 3-99 Method of Placement: 0 Pump 0 Chute Discharge ® Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: 0 Truck Discharge Chute ® End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 HaylStraw 0 Trailer ® Field ❑ Other %lacement Protection: 0 Thermal Blankets 0 Heat ® None ❑ Other Slump Specification(in.) 5 +/- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: • UT§ of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Report Date 06-24-2016 Report No. 4 Job Number 1 95 69 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA A / = ,` lc Ahem Of Massachusetts Inc. o::`.,=6 The Construction Testi People", !� �,�,nf� DAILY REPORTMnOFnCOONCRUR Page# PROJECT NAME: Y�'q t I�ned pt,'// Po-n4 PROJECT NO.: DATE: G —c2;11 f AIR TEMP.: `d 4• TOTAL YARDS: 1 0 LOCATION OF POUR: coolJh Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No. of Truck# Inches In Out Minutes Temp. Air Cylinders I 5 J/.'i.3 6,0 /eV 7Val 8.7 793 Le5 c /tv,30 /"a-o Coo (O. / 74/ Sa° 7955- 5 • 5c 10 a? v 7 yo '%1 776-6 Sy /9:o a;30 /112 F"/s/i 7g I ga' 7957 7a /3:00 3,%i / 35 '%- 71 Ivo 295 & LI i3;V6 c4/Pc /4'D '%) 7? 78' 7?oo • I • INSPECTOR: ///azd P' / I REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 , tilt,;i Of Massachusetts �� + 1 'The Construction Testing People' • „+„ to. Page 1 5 Richardson Lane,Stoneham,MA 02180 7B1-438.7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 06-20-2016 Report No. 3 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No.Of Sets: 1 I CUBIC YARDS: 52 SET 1 LOCATION: Footing: Line 2 at G.4 Total Unit - i Slump(in.) s Lab Size Area Date ` Date Age Load -Load Fracture Air Temp.(F.) 70 No. - (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psL) Type ' Conc Temp(F) 78 I248 4.00 x 8.00 12.57 Good 06/20/16 06/27/16 7 30,000 2,390 1 Truck No. 68 I249 4.00 x 8.00 12.57 Good 06/20/16 07/05/16 15 41,000 3,260 2 Ticket No. 7896 I250 4.00 x 8.00 12.57 Good 06/20/16 07/18/16 28 51,000 4,060 2 Time 1:50 I251 4.00 x 8.00 12.57 Good 06/20/16 07/18/16 28 52,000 4,140 1 Unit Wtlbs/cu ft 252 4.00 x 8.00 12.57 Good 06/20/16 07/18/16 28 53,000 4,220 2 I Air Content(%) 6.0 GENERAL REMARKS: Same day call in. Inspector Premium Travel Name Time Hours Time Michael Foley No max Day 2.5 Mr(s) .REVIEWED BY: Bryan M. Crabtree ile FRACTURE TYPES X ),\ ik X \ / Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Weil-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 11n. running through caps, both ends,no through ends;tap commonly with cylinder Is (25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email no at reporteeutsofmass.com for more information. J. �,"j Of Massachusetts irk 'The Construction Testing People' • QP' {/ Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 06-20-2016 Report No. 3 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix . CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE Mark Troost • 4111 -1 ;raj 1. Of Massachusetts 1 'The Construction Testing People • vi �!�` !o, Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 06-20-2016 Report No. 3 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete CO. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Line 3-2 16 lf; 2 at E.4, D.4 8; BC at AB Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: El Vibrator 0 Other Other: Cylinder Fabrication Location: El Truck Discharge Chute El End of Pump Hose Cylinder Storage: 0 Curing Box ❑ Thermal Blanket 0 Hay/Straw 0 Trailer ® Field ❑ Other Wlacement Protection: 0 Thermal Blankets 0 Heat 0 None ® Other Plastic Bag Slump Specification(in.) 5-6 Number of slumps out of specification reported to If rejected Approved by Remarks: • • UTS of Massachusetts, Inc. Page 4 5 Richardson Lana,Stoneham,MA 02180 781-438-7755(Voice)781.438.6216(Fax) • Report Date 06-20-2016 Report No. 3 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA ,.r, Of Massachusetts Inc. %�;:`.�!' The Construction TestingPeople" %et,� r I' DAILY REPORT OFNCRr People" UR Page PROJECTCNAME:15r I r24 a$ PROJECT NO.: DATE: 6 P ' 16 AIR TEMP.: 1 a TOTAL YARDS: 5A LOQATION OF POU — G'? •: 1 q ; r A ' / /7 !- Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No. of Truck# Inches In Out Minutes Temp. Air Cylinders 73 (15 a1S 60 tei ioc 18fW 6t its a3c 60 'r21 ig 6 ,eco) A-5 • , N ss 31 o - c `XL: /sit 57 2d0 3.6o 80 784k 70 a36 "c° aie 9ft 7t • • • INSPECTOR:KAP, RP\ REMARKS. fxXD D- 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 wM Of Massachusetts +�;1`e`7 'The Construction Testing People' 1• -.1,:-.." . _ -Page 1 5 Richardson Lane, Stoneham,MA 02180 781438.7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 06-20-2016 Report No. 3 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 300011 3/4" I No. Of Sets: 1 I CUBIC YARDS: 52 SET I LOCATION: Footin.: Line 2 at G.9 Total Unit Slump(in.) 5 Lab Size .- Area Date Date ,:;Age Load Load Fracture Air Temp.(F.) 70 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 78 I248 4.00 x 8.00 12.57 Good 06/20/16 06/27/16 7 30,000 2,390 1 Truck No. 68 I249 4.00 x 8.00 12.57 Good 06/20/16 07/05/16 15 41,000 3,260 2 Ticket NO. 7896 I250 4 x 8 12.57 Good 06/20/16 07/18/16 28 Time 1:50 Unit Wtlbs/cu ft 1251 4 x 8 12.57 Good 06/20/16 07/18/16 28 252 4 x 8 12.57 Good 06/20/16 07/18/16 28 Alr Content(%) 6.0 GENERAL REMARKS: Same day call in. Inspector Premium - Travel Name .. Time.. Hours Time Michael Foley No Max Day 2.5 Hr(s) REVIEWED BY: Bryan M. Crabtree ///� • FRACTURE TYPES �r(' hl \ Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably wen-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Types cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder is (25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. o's Of Massachusetts Iii Of Massachusetts O. 3 'The Construction Testing People' • NI'S?" Page 3 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 06-20-2016 Report No. 3 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Line 3-2 16 if; 2 at E.9, D.9 8; BC at AB Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ® End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer ® Field ❑ Other •lacement Protection: 0 Thermal Blankets 0 Heat ❑ None ® Other Plastic Bag Slump Specification(In.) 5-6 Number of slumps out of specification reported to If rejected Approved by Remarks: • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) • Report Date 06-20-2016 Report No. 3 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA t'i-t.tEa./ Of Massachusetts Inc. '$tt7 7' The Construction Testinge `4I� �!�'' Page# � DAILY REPORT OF CONCRETE POUR PROJECT NAME:1S— I r b"tJ ke_ PROJECT NO.: DATE: 6-"Ab- 16 AIR TEMP.: "l0 TOTAL YARDS: 5,;, LOQAT ON OF POU j! — r Cf.? . L, + `7 /, 42i ' >Q R l ' /7 /- . 0 P Load & I Slump Batching Batching Time In Yards Concrete % of Ticket# No. of Truck# I Inches In Out Minutes Temp. Air Cylinders JEX I ►t5 R\S 60 te,�oC iacfw 6g ilc 1013C 60 tyi I8 1, ie vG A-5 ss MSS 3t o 1 -3c %R. /sit 57 9 ;o 33o 8 )J%R I 78cq -70 936 - co �i4z Ito/ • • • , 4 INSPECTOR:N.-VA-- cOLIA REMARKS:4750CD D. 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438.6216 N. L �;t Of Massachusetts 1.Ill ailn `� 'The Construction Testing People' vatsiirti -Page 1 •Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 06-16-2016 Report No. 2 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 31 SET 1 LOCATION: Footing: Lines 36-28-24 ..Total Unit Slump(In.) 5 ill Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) so No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Cone Temp(F) 65 1026 4.00 x 8.00 12.57 Good 06/16/16 06/23/16 7 26,000 2,070 2 Truck No. e2 1027 4.00 x 8.00 12.57 Good 06/16/16 06/30/16 14 37,000 2,940 1 Ticket No. 7854 1028 4 x 8 12.57 Good 06/16/16 07/14/16 28 Time 2:05 1029 4 x 8 12.57 Good 06/16/16 07/14/16 28 Unit Wtlbs/cu ft 030 4 x 8 12.57 Good 06/16/16 07/14/16 28 AlrContent(%) GENERAL REMARKS: Inspector. Premium Travel Name Time Hours Time Paul Sirignano No Min Day 2.5 Hr(s) -REVIEWED BY: Bryan M. Crabtree FRACTURE TYPES (' )\ A ,,, ,,, � r f , f Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder is (25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded cape) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reportseutsofmasa.com for more information. fir. L !P$ Of Massachusetts yea� .�� 'The Construction Testing People' ♦ i Page 2 ItRichardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.4384216(Fax) Compressive Strength Report-Concrete Report Date 06-16-2016 Report No. 2 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd Szewczak Associates Alan Chandler, PE • • .,"it Of Massachusetts et � � 'The Construction Testing People' N!. +r Page 3 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 06-16-2016 Report No. 2 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT •Total Pour: Footings: Lines 36-28-24-22-16-11-7-3 Method of Placement: 0 Pump El Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: El Vibrator 0 Other Other: Cylinder Fabrication Location: El Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer ® Field ❑ Other •lacement Protection: 0 Thermal Blankets 0 Heat 0 None El Other Slump Specification(in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) • 1 Report Date 06-16-2016 Report No. 2 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA 1 I. ...9;a Of Massachusetts Inc. $t4W4W 'The Construction Testing People _ple" Page# I or( `s" DAILY REPORT OF CONCRETE POUR ROJECT NAME: YYlapp. bid MOT & PROJECT NO.: 'ATE: 4 '/b % AIR TEMP.: 7$ TOTAL YARDS: OCATION OF POUR: 1 ootit_MG t 36 - ' -? ?9 -as -16 -II-7 -3 oad & Slump Batching Batching Time In Yards Concrete %of Ticket# No.of 'ruck# Inches In Out Minutes Temp. _Alr Cylinders cam. S 1I',3o- 2;3). s?. No .ti 6S - .7 54 A -5 7o 1: 00 3: 0ri 67 Imo' • s� 3:00 1.4:o3 63 I �4\ --neery • INSPECTOR: PAUL St/LT-,).* No REMARKS: g'o-fr Richardson Lane. Stoneham. Massachusetts 02180 17811 438.7755 Fax (7811 438-6216 ,. �," Of Massachusetts �;R ` 1 'The Construction Testing People' R E C E I- . .y D JUN 2 0 2016 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) BUILDING DEPARTMENT By__ Soil Inspection Report Report Date 06-14-2016 Report No. 2 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting WEATHER: Hot 75' .TIME: 6:30 AM CONTACT: Mitch Finn of NEI General Contracting PURPOSE: Observe earthwork construction and perform field density tests. EQUIPMENT: N/A TEST METHOD: ® Sand Cone 0 Nuclear Densometer TITLE: 0 Inspector 0 Staff Engineer 0 Engineer Maximum Field Test Percent Dry Dry Percent Elevation No. Moisture Density Density Compaction Location - (Feet) Ili 2.5 140.4 137.5 97.9 See sketch Footing Base 2.5 140.4 138.3 98.5 See sketch Footing Base 3 2.5 140.4 138.3 98.5 See sketch Footing Base 4 1.8 140.4 137.5 97.9 See sketch Footing Base 5 2.5 140.4 136.6 97.3 See sketch Footing Base 6 2.5 140.4 136.6 97.3 See sketch Footing Base 7 2.5 140.4 135.8 96.7 See sketch Footing Base 8 2.5 140.4 135.8 96.7 See sketch Footing Base 9 2.5 140.4 136.6 97.3 See sketch Footing Base 10 1.8 140.4 137.5 97.9 See sketch Footing Base .11 2.5 140.4 135.8 96.7 See sketch Footing Base 12 1.8 140.4 137.5 97.9 See sketch Footing Base OBSERVATIONS: This report follows a site visit to test the earthwork for: Perimeter + inner footing. The writer arrived at 6:30 AM and met with Mitch Finn of NEI. The purpose of the visit was to observe progress of the perimeter and inner footing and perform field density tests. Prior to arrival the contractor continued to recompact the perimeter and inner footing with a plate compactor. The elevations tested were set a footing base. Twelve compaction tests were performed per method ASTM D1556 Sand Cone. The earthwork tested does conform to minimum requirements of 95t compaction. These testing results were reported to Mr. Finn during this visit. Ilispector Premium Travel ams Time Hours Time Michael Walsh No Max Day 2.5 Hr(s) "j Of Massachusetts +`,`X11 'The Construction Testing People' •.%0111.0.,/ Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 06-14-2016 Report No. 2 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting .REVIEWED BY: Chuck Fraser ^ I Our reports are available in PD! form via email. Please email us at reportseutaofmasc.com for more information. CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd • • UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-4384218(Fax) • Report Date 06-14-2016 Report No. 2 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA a - 4 • x4r; ii wx1 . b° • In 1 ----\— li (..4 7-----.1. ----• 0 . NN • + L.. - O D . °I] - a( • R h O L, m �� Ts • C • 0 o b • • x r • � rn v n . I • • • �;s Of Massachusetts tii .i i 'The Construction Testing People' `r -Page 1 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781.438-6216(Fax) Compressive Strength Report -Concrete Report Date 05-17-2016 Report No. 1 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 4000# 3/4 : * I No. Of Sets: 1 I CUBIC YARDS: 20 SET 1 LOCATION: Sidewalk: Right side of driveway on Rt. 28 Total Unit Slump(In.) 5 ab Size Area Date Date Age Load Load Fracture ph Temp.(F.) 63 No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 63 A399 4.00 x 8.00 12.57 Good 05/17/16 05/24/16 L 17 37,000 2,940 2 Truck NO. 65 A400 4.00 x 8.00 12.57 Good 05/17/16 05/31/16401 14 48,000 3,820 2 Ticket No. 7448 A 4 x 8 12.57 Good 05/17/16 06/14/16 28 Time 11:30 A402 4 x 8 12.57 Good 05/17/16 06/14/16 28 UnitWtibs/coif 403 4 x 8 12.57 Good 05/17/16 06/14/16 28 Air Content(%) GENERAL REMARKS: * Midrange Inspector Premium - Travel Name - Time Hours Time L. villani No Min Day - 2.5 Hr(s) REVIEWED BY: Bryan N. Crabtree '/e FRACTURE TYPESX X M fN /1\ /K1/1) \ 7. / Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reporteeutsofmass.com for more information. L �}"� Of Massachusetts �� +w1 'The Construction Testing People' V• ...-,1„7.. Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 05-17-2016 Report No. 1 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Co. Cape Cod Ready Mix CC: Maplewood Senior Living Jocelyn Isabelle NEI Contracting Mitch Finn NEI Contracting Gary Young NEI Contracting Jeff Krebs Town of Yarmouth Mark Grylls Siefert Associates Joseph Kidd • • L11111 ,,;1 Of Massachusetts �I' 1 'The Construction Testing People' 10, / Page 3 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781.438-6216(Fax) Compressive Strength Report- Concrete Report Date 05-17-2016 Report No. 1 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor MEI General Contracting Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: Front Sidewalks on Rt. 28 and corners on Town Brook Rd at Rt. 28 Method of Placement: 0 Pump 0 Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ❑Vibrator ® Other Other: Floats Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box 0 Thermal Blanket ❑Hay/Straw ❑ Trailer ® Field ❑ Other Asp Protection: 0 Thermal Blankets 0 Heat 0 None ❑ Other Slump Specification(in.) 5 +/- 1 Number of slumps out of specification reported to if rejected Approved by Remarks: • r UTS of Massachusetts, Inc. Page 4 6 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438.6218(Fax) • Report Date 05-17-2016 Report No. 1 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA 05/20/2016 6:52 AM FAX 50656/3162 CANNON 0001/0005 I. a it;.40-.1 Of Massachusetts Inc. oidt 1�,i1* 'The Construction Testing People" Page# �e DAILY REPORT OF CONCRETE� � POUR" NA PROJECT ME:1W t LW06.,YfETOµt Cots, =MLA LA.PROJECTNO.: DATE: 51�\l�l{o l AIR TEMP.:(I7 TOTAL YARDS:).V LOCATION OF POUR: FRDdr.S1O ?-\-:2-41 F taPll/s Ott Load & Slump Batching Batching Time In `Yards Concrete %of Ticket* No.of Truck# Inches In Out Minutes) Temp. Alr Cylinders b 5 .5 101° 1135 £33 • % 70 .2q 4<3 s-A Il Z° 11.1\5 55 I z.a 71161 • • • • • INSPECTOR: .,.nL- UIIIRtf1 REMARKS:4000 D 611 ._. . _ .. .. �..... • ...• .�.. ��nn �... tine A7o.agiG 1FJ N. I', ,,et Of Massachusetts ti ? 1 'The Construction Testing People' -Page 1 No .5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781438-6216(Fax) Soil Inspection Report Report Date 05-04-2016 Report No. 1 Distribution Copy Job Number 19568 Project Maplewood Assisted Living 51 579 Buck Island, West Yarmouth, MA Contractor NEI General Contracting WEATHER: TIME: CONTACT: PURPOSE: EQUIPMENT: TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector 0 Staff Engineer 0 Engineer OBSERVATIONS: Transported one soil sample (Source: on site from trench excavation) to the lab for testing. Spector - Premium Travel Name Time Hours Time Jordan Foster No REVIEWED BY: Chuck Fraser ^ I Our reports are available in PDP form via email. Please email us at reportseutsofmass.com for more information. CC: Maplewood Senior Living Jocelyn Isabelle NEI General Contracting Robert Hanley NEI General Contracting Gary Young Town of West Yarmouth Mark Grylls NEI General Contracting Alex Garcia-Mendozal 4111 -Statement of Special Inspections • Project: Maplewood-Mayflower Memory Center Facility Location: 164 Route 28- West Yarmouth, Massachusetts Owner West Yarmouth Property II,LLC Design Professional in Responsible Charge: SzewczakAssociates Consulting Engineers This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the Special Inspection and Structural Testing requirements of the Building Code. It includes a schedule of Special Inspection services applicable to this project as well as the name of the Special Inspection Coordinator and the identity of other approved agencies to be retained for conducting these inspections and tests. This Statement of Special Inspections encompass the following disciplines: ® Structural 0 Mechanical/Electrical/Plumbing 0 Architectural 0 Other: The Special Inspection Coordinator shall keep records of all inspections and shall furnish inspection reports to the Building Official and the Registered Design Professional in Responsible Charge. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official and the Registered Design Professional in Responsible Charge. The Special Inspection program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted to the Building Official and the Registered Design Professional in Responsible Charge. • A Final Report of Special Inspections documenting completion of all required Special Inspections, testing and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy. Job site safety and means and methods of construction are solely the responsibility of the Contractor. Interim Report Frequency: Report to be issued for each day of inspection. or 0 per attached schedule. Prepared by: . •...OF hqs+•,, 4° 4C-5 Alan R. Chandler, P.E. ' ALAN R. (1 o CHANDLER (type or print name) v i SMUCTURAL Vv ` ,TiOrTALe.444 Signatt., Date Design Professional Seal Owner's Authorization: Building Official's Acceptance: <; a-9/04 • Signature Date Signature Date • Statement of Special Inspections • • Page 2 of 11 Schedule of Inspection and Testing Agencies • This Statement of Special Inspections/Quality Assurance Plan includes the following building systems: ® Soils and Foundations ® Spray Fire Resistant Material ® Cast-in-Place Concrete 0 Wood Construction ❑ Precast Concrete ❑ Exterior Insulation and Finish System ❑ Masonry ❑ Mechanical& Electrical Systems • Structural Steel ❑ Architectural Systems ® Cold-Formed Steel Framing ❑ Special Cases Special Inspection Agencies I Firm I Address,Telephone,e-mail 1. Special inspection SzewczakAssociates 200 Fisher Drive Coordinator Consulting Engineers Avon, CT 06001 860-677-4570 Phone alanaszewczakassociates.corn (Alan R. Chandler, P.E.) 2. Testing Agency UTS of Massachusetts 5 Richardson Lane Stoneham,AM 02180 • 3. Other CHG Geotechnical Engineering 12 Portico Way Geotechnical Engineer Plymouth,MA 02360 (617)909-5180 4. Other 5. Other 6. Other Note: The inspectors and testing agencies shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official, prior to commencing work. • Statement of Special Inspections Page 3 of 11 • Qualifications of Inspectors and Testing Technicians • The qualifications of all personnel performing Special Inspection and testing activities are subject to the approval of the Building Official. The credentials of all Inspectors and testing technicians shall be provided if requested. Key for Minimum Qualifications of Inspection Agents: When the Registered Design Professional in Responsible Charge deems it appropriate that the individual performing a stipulated test or Inspection have a specific certification or license as indicated below, such designation shall appear below the Agency Number on the Schedule. PE/SE Structural Engineer—a licensed SE or PE specializing in the design of building structures PE/GE Geotechnical Engineer—a licensed PE specializing in soil mechanics and foundations EIT Engineer-In-Training—a graduate engineer who has passed the Fundamentals of Engineering examination American Concrete Institute(ACI) Certification ACI-CFTT Concrete Field Testing Technician—Grade 1 ACI-CCI Concrete Construction Inspector ACI-LTT Laboratory Testing Technician—Grade 1&2 ACI-STT Strength Testing Technician American Welding Society(AWS) Certification AWS-CWI Certified Welding Inspector • AWS/AISC-SSI Certified Structural Steel Inspector American Society of Non-Destructive Testing (ASNT) Certification ASNT Non-Destructive Testing Technician—Level II or III. nternational Code Council(ICC)Certification CC-SMSI Structural Masonry Special Inspector CC-SWSI Structural Steel and Welding Special Inspector CC-SFSI Spray-Applied Fireproofing Special Inspector CC-PCSI Prestressed Concrete Special Inspector CC-RCSI Reinforced Concrete Special Inspector National Institute for Certification In Engineering Technologies(NICET) NICET-CT Concrete Technician—Levels I, II, III &IV NICET-ST Soils Technician-Levels I, II, Ill & IV NICET-GET Geotechnical Engineering Technician -Levels I, II, Ill & IV Exterior Design Institute(EDI)Certification EDI-EIFS EIFS Third Party Inspector Other 411 Statement of Special Inspections Soils and Foundations Page 4of11 • Item Agency# Scope (Quaiif.) 1. Shallow Foundations 3 Observe excavations and preparation of existing subgrade. Verb compliance with requirements of the Contract Documents. 3 Inspect final footing subgrades and bearing surfaces to confirm adequate bearing capacity and compliance with the Contract Documents. 3 Observe removal of unsuitable material and preparation of subgrade prior to placement of controlled fill. 2. Controlled Structural Fill 3 Review procedures for placement of controlled fill materials. 2 Perform sieve tests(ASTMD422&D1140)and modified proctor tests(ASTMD1557)of each source offill material. 2 Inspect placement, lift thickness and compaction of controlled fill. 2 Test density offill by nuclear methods(ASTM D2922). 3 Verb extent and slope offill placement • 3. Deep Foundations 4. Load Testing 4. Special Inspection 1 Observe work and inspections. Verb that the assigned inspection Coordination PE agencies are conducting the inspections required. Verb inspection agent qualifications. • Statement of Special Inspections Cast-in-Place Concrete Page 5 of 11 • Item Agency# Scope (Qualif.) 1. Reinforcement Installation 2 Inspect size, spacing, cover, and positioning of reinforcing steel in (Including rebar, tendons, ACI-CCI accordance with the requirements of the Contract Documents and and post-tensioning ducts) reviewed Shop Drawings. 2 Verify that reinforcement is accurately placed and adequately ACI-CCI supported before concrete is placed, and is secured against displacement within tolerances listed above. (ACI 318 Sect. 7.5.1) 2 Ver fy that reinforcing bars are free from muck oil, concrete from ACI-CC1 previous placements, or other deleterious materials. (ACI 318 Sect. 7.4.1 and 7.4.2) 2 Verb that bar lap splice dimensions and mechanical splices have ACI-CCI been provided in accordance with the requirements of the Contract Documents and reviewed Shop Drawings. 2. Reinforcing Steel Welding - (Not applicable) 3. Anchor Rods and Other 2 Inspect size,positioning, and quantity of embedments. Observe Embedments ACI-CCI concrete placement and ver f proper consolidation around • embedments. 4. Use of Approved Concrete 2 Review concrete batch tickets and ver&compliance with Mix Design ACI-CCI approved mix design. 1. Verify that water added at the site does not exceed that allowed by the approved mix design. 2. Review admixtures on concrete batch tickets and ver& compliance with approved mix design. Verb that quantities added do not exceed that allowed by the approved mix design. 5. Sampling and Testing of Samples for strength tests shall be taken in accordance with ASTM Concrete and Shotcrete C172(ACI 318 Sect. 5.6.3.1)at frequency noted in Project Specifications. 2 Test concrete slump(ASTM C143), air-content(ASTM C231 or ACI-CFTT C173)and temperature(ASTMC1064)each time that concrete is sampled for strength tests. 2 Test concrete compressive strength(ASTM C31 &C39). ACI-STT • Statement of Special Inspections • Cast-in-Place Concrete (continued) Page 6 of 11 • Item Agency# Scope (Quaiif.) 6. Concrete and Shotcrete 2 Verb that concrete is conveyed and deposited in accordance with Placement ACI-CCI Project Specifications. 7. Curing and Protection Concrete: 2 Ver f that concrete is cured and temperature maintained in ACI-CCI accordance with Project Specifications and ACI 318:5.11-5.13 8. Prestressed Concrete - (Not applicable) 9. Structural Precast Concrete - (Not applicable) 10. In-situ Concrete Strength - (Not applicable) • 11. Formwork Geometry 2 Verb that forms conform to shapes, lines and dimensions of the ACI-CFTT members as required by the Contract Documents. 12 Non-Shrink Grout 2 Tests: Test non-shrink grout specimens in accordance with the ACI-CFTT following: 1. ASTMC 1107-02 Article 12.1 Consistency 2. ASTM C 1107-02 Article 12.5 Compressive Strength: a. Test three cubes for compressive strength at each age(l, 3, 7 and 28 days). 13 Special Inspection / Periodically observe work Verify that the assigned inspection Coordination PE agencies are conducting the inspections required. Independently ver f the items specified in this Statement of Special Inspections during site observations. Verb inspection agent qualifications. • Statement of Special Inspections • Structural Steel Page 7 of 11 • Item Agency# Scope (Quaff.) 1. Fabricator Certification/ 2 Vert that the fabricator maintains detailed fabrication and Quality Control Procedures AWS-CWI quality control procedures that provide a basis for inspection control of the workmanship and the fabricator's ability to conform to approved construction documents and referenced standards. Review the procedures for completeness and adequacy relative to the code requirements for the fabricator's scope of work Alternatively,for AISC Certified Fabricators, obtain current evidence that fabricator is exemptfrom Special Inspections. 2. Material Certification I Review mill certificates for steel and ASTM certificates for bolts and weld material. 1 Review material certifications for bolts, nuts and washers. • 2 Review material certificates for weld fill materials. AWS-CWI Review material certificates for shear connectors. 3. Open Web Steel Joists 2 Review installation, alignment, bridging and connections ofjoist installation. 4. Bolting 2 Review bolting operation and proper pretensioning of bolts utilized 2 Review fastener ASTM identification markings. 5. Welding 2 Review welder's certifications. AWS-CWI Test critical welds with non-destructive methods for AWS compliance. 6. Shear Connectors 2 Field inspection of installed connectors. AWS-CWI • Statement of Special Inspections 'Structural Steel (continued) Page 8 of 11 Item Agency# Scope • (Qualif.) 7. Structural Details 1,2 Review field installation of steel for conformance with Contract Documents. 8. Metal Deck 2 Field inspection of installed deck and connection to structure and AWS-CWI side lap connections. 9. Special Inspection 1 Observe work prior to decking installation and when nearly Coordinator PE complete for conformance to the Contract Documents. Independently ver fy the items specified in this Statement of Special Inspections during site observations. • • Statement of Special Inspections • Cold-Formed Steel Framing Page 9 of 11 Item Agency# Scope . (Qualif.) 1. Member Sizes 1 Review material for conformance with requirements of Contract Documents and reviewed submittals. 2. Material Thickness I Review material for conformance for requirements of Contract Documents and reviewed submittals. 3. Material Properties 1 Review material certificates for framing members. 4. Mechanical Connections 2 Visually observe installed components and connections for conformance with requirements of Contract Documents and reviewed submittals. 5. Welding - (Not applicable.) • 6. Framing Details 2 Visually observe installed components and connections for conformance with requirements of Contract Documents and reviewed submittals. 7. Trusses 2 Visually observe installed trusses and connections for conformance with requirements of Contract Documents and reviewed submittals. 8. Permanent Truss Bracing 2 Visually observe installed bracing and connections for conformance with requirements of Contract Documents and reviewed submittals. 9. Special Inspection 1 Observe work and inspections. Vert,that the assigned inspection Coordinator PE agencies are conducting the inspections required. • Statement of Special Inspections Spray-Applied Fire Resistant Material Page 10 of 11 • Item Agency# Scope (Qualif.) 1. Material Specifications 1 Ver fy conformance with the Contract Documents and reviewed submittals. 2. Laboratory Tested Fire 1 Review UL fire resistive design for each rated beam, column, or Resistance Design assembly. 3. Schedule of Thickness 1 Review approved thickness schedule. 4. Surface Preparation 2 Verify that surfaces have been prepared in accordance with the approved fire-resistance design and the approved manufacturer's written instructions. 5. Application 2 Verify that substrate has a minimum ambient temperature before and after application as specified in the approved manufacturer's written instructions. • Verb that the area for application is ventilated during and after application as required by the approved manufacturer's written instructions. 6. Curing and Ambient Condition 2 Verify ambient air temperature and ventilation is suitable for application and curing offireproofing. 7. Thickness 2 Floor,roof and wall assemblies: Test thickness offireproofing(ASTM E605. Take a set of not less than four thickness measurements for every 1,000 SF of the sprayed area on each floor or part thereof Structural framing members: Test thickness offireproofing(ASTM E605). Test a minimum of 25%of the sprayed beam,joist, truss and column members at each level offraming. 8. Density 2 Verify that the density offireproofing material is not less than the density specified in the approved fire-resistant design. Test in accordance with ASTM E605 • • Statement of Special Inspections Spray-,Applied Fire Resistant Material (Continued) Page 11 of 11 1111 Item Agency# Scope (Qualif.) 9. Bond Strength 2 Verify that the cohesive/adhesive bond strength of the cured sprayed fire-resistant materials is not less than the specified bond strength, or 150 psi,whichever is greater. Test in accordance with ASTM E736 and as follows: • Floor, roof and wall assemblies: Test one sample for not less than every 10,000 square feet offloor area or part thereof in each story. • Structural framing members: Select samples from beams,girders,joists, trusses, and columns at a rate of of less than one per every 10,000 square feet ofjloor area or part thereof in each story. 10. Special Inspection 1 Verb that the assigned inspection agencies are conducting the Coordinator inspections required Vett,inspection agent qualifications. Review completed work for required extent and workmanship. • • Statement of Special Inspections RECEIVED 19 2016 • 3225 MAIN STREET • P.O. BOX 226 LAPR BARNSTABLE, MASSACHUSETTS 02630 BUILDING DEPARTMENT . Or 6y. CAPE COD (508) 362-3828 • Fax(508) 362-3136 • www.capecodcommission.org COMMISSION PRELIMINARY CERTIFICATE OF COMPLIANCE #2 DATE: APRIL 15, 2016 TO: ATTY. ANDREW SINGER, LAW OFFICE OF SINGER&SINGER PO BOX 67, DENNISPORT, MA 02639 PROJECT OWNERS/ WEST YARMOUTH PROPERTY I LLC APPLICANTS:1 WEST YARMOUTH PROPERTY II LLC PROJECT: TR12035— MAPLEWOOD AT MAYFLOWER PLACE F/K/A MAYFLOWER PLACE EXPANSION PROJECT SITE/LOCATION: 579 BUCK ISLAND ROAD/164 ROUTE 28, YARMOUTH, MA • TITLE INFORMATION: DEED BOOK 28272 PAGE 304 ' DEED BOOK 28273 PAGE 34 PLAN BOOK 652 PAGE 35 • • ASSESSORS PARCEL ID: 37-81 37-82.1 37-84 45-78 37-82 37-83 37-85 This Preliminary Certificate of Compliance#2 is hereby issued and certifies and acknowledges that the Applicant has properly complied with and satisfied the terms and conditions of the Development of Regional Impact(DRI)decision,dated March 28,2013,and its subsequent modifications,dated July 10,2013,October 28, 2013,and January 27,2016(collectively, "Decision"),sufficient for issuance of this Preliminary Certificate of Compliance#2,which in turn allows for issuance of a Building Permit for the Assisted Living building located at 579 Buck Island Road from the Town of Yarmouth Building Department.The Commission previously issued a Preliminary Certificate of Compliance #1 to the Applicant allowing construction of the Memory Care building to commence. Commission staff notes that it has reviewed the draft conservation restriction required under the Decision,and has found it acceptable,though the draft does not contain a mortgage subordination clause.The Applicant has represented that there is currently no mortgage of record that would be prior to'the'conservation restriction when recorded.As a condition precedent to issuance of a Final Certificate of Compliance by the Commission,the Applicant shall confirm and evidence to the Commission that there is no mortgage of record that would have priority over the final, recorded conservation restriction. The Project(including both the Assisted Living and Memory Care buildings)shall be built and developed in accordance with the following plans,which are hereby incorporated by reference into the Decision as required by the Minor Modification Type #1 dated January 27,2016.Such plans shall substitute or supplement for plans approved in the Decision as the context requires. • s The Owners are successors in interest to the original permittees Torino Associates LLC and Yarmouth Mayflower Place II,Inc. • "Site Development Plans for Maplewood at Mayflower Place,579 Buck Island • Road/164 Route 28,Yarmouth,MA",prepared by Kelly Engineering Group, Inc. Sheet 1: Cover Sheet,dated 11/18/15 Sheet 2: Overall Layout Plan,dated 11/18/15 Sheet 3:Existing Conditions Plan(AL),dated 9/29/15 Sheet 4:Layout Plan(AL),dated 11/18/15 Sheet 5: Grading&Drainage Plan(AL),dated 11/18/15 Sheet 6: Utility Sheet(AL),dated 11/18/15 Sheet 7:Existing Conditions Plan(MC),dated 9/29/15 Sheet 8:Layout Plan(MC),dated 9/29/15 Sheet 9:Grading&Drainage Plan(MC),dated 9/29/15 Sheet 10: Utility Sheet(MC),dated 9/29/15 Sheet it Detail Sheet,dated 9/29/15 Sheet 12:Detail Sheet,dated 9/29/15 "Maplewood—Mayflower Place,Memory Care,164 Route 28,West Yarmouth, MA",prepared by Stein Troost Architecture LLC,dated 10/15/15 Sheet A-to:First Floor Plan Sheet A-2.o:Second Floor Plan Sheet A-3.o:Roof Plan Sheet A-4.o:Elevations Sheet A-4a:Elevations "Maplewood—Mayflower Place,Assisted Living,579 Buck Island Road,West Yarmouth,MA",prepared by Stein Troost Architecture LLC,dated 11/20/15 Sheet A-to:First Floor Plan • Sheet A-2.o:Second Floor Plan Sheet A-3.o:Roof Plan Sheet A-4.o:Elevations Sheet A-4.1:Elevations "Maplewood at Mayflower Place,579 Buck Island Road,164 Route 28,West Yarmouth,Massachusetts,Site Landscape Plans",prepared by Hawk Design, Inc.,dated 10/19/15 Sheet L1:Site Reference Plan Sheet L2:Assisted Living Planting Plan Sheet L3:Memory Care Planting Plan Sheet L4:Assisted Living Site Lighting Plan Sheet L5:Memory Care Site Lighting Platt Sheet L6:Lighting Specifications Sheet D1:Planting Details Sheet D2:Planting Notes Memorandum,Maplewood Mayflower Place Memory Care Exterior Colors, from Mark Troost(Stein Troost Architecture LLC),dated 11/12/16 Memorandum,Maplewood Mayflower Place Assisted Living Exterior Colors, from Mark Troost(Stein Troost Architecture LLC),dated 11/12/16 SEE NEXT PAGE FOR SIGNATURES • Maplewood at Mayflower Place,Yarmouth,MA Assisted Living Building—Preliminary Certificate of Compliance#2 Page 2 of 3 , - • SIGNATURES • Executed this /5t" day of Apra 2016. 44111"- Signature ?opt 1J'Pdzwlut1) ExtCDhvf.)irPth/ Print Name and Title COMMONWEALTH OF MASSACHUSETTS Barnstable,ss gggi/ tic , 2016 • Before me,the undersigned notary public,personally appeared L 44 Pdzw/ ' wey ,in his/her capacity as 4eioro1'ix0 "bnevccJOPv of the Cape Cod Commission,whose name is signed on the preceding document, and such person acknowledged to me that he/she signed such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification,which was [ ] photographic identification with signature issued by a fed al or state governmental agency, [ ] oath or affirmation of a credible witness, or [ ersonal knowledge of the undersigned. D GAIL P.HANLEY My Notary OONTfr OF MAS 5ACNUSETT3 2114/9 / r�XkttCMComrmiadae Wes September*2013 Notary Public: SEAL My Commission Expires: g A8 1K • Maplewood at Mayflower Place,Yarmouth,MA Assisted Living Building—Preliminary Certificate of Compliance#2 Page 3 of 3 I POst Cape Cod Commission et4% 3225 MAIN STS✓ PO BOX 226 ...PITNEY BOWES BARNSTABLE MA 02630-0226 ri + • 02 1P $ 000.465 0003195828 APR 15 2016 MAILED FROM ZIP CODE 02630 Mr. Mark Grylls Building Commissioner Town of Yarmouth 1146 Route 28 South Yarmouth,MA 02664 Se: Printed on1411,cycledPaper 02664$4491 0019 II11' 11��P'Ilulll�dnlyrllllrl�l�!ll��ll'��'�I�'ll�In Sears, Tim Som: Grylls, Mark Sent: Friday, December 18, 2015 11:53 AM To: 'LaPointe, Marc (DPS)' Cc: Matthew Jagoe (mjagoe@maplewoodsl.com);Sears, Tim Subject: FW: Mayflower I Door Locking Attachments: Building Dept. Letter.Signed.pdf;Special Locking. Building Code.pdf; Fire Marshal Letter. • Signed.pdf;Special Locking. Fire Code.pdf; 151124 Revised Egress Plans.pdf; doc01970720151117155315.pdf Hi Marc, I am seeking guidance from you for this minor modification to allow a delayed egress door in a Memory Care Center,an R-2 group. The 09 IBC does not allow this, I cannot grant relief in my opinion.Please disregard the reference to the 2015 IBC, I have addressed it's irrelevance in a separate response. MA amendments section 104.10 is the reason I am asking for assistance in the matter. 104.10 Modifications. Wherever there are practical difficulties involved in carrying out the provisions of this code, the building official shall have the authority to grant modifications for individual cases, upon application of the owner or owner's representative,provided the building official shall first find that special individual reason makes the strict letter of this code impractical and the modification is in compliance with the intent and purpose of this code and hat such modification does not lessen health, accessibility,life and fire safety,or structural quirements. The details of action granting modifications shall be recorded and entered in the files of the building official and a copy forwarded to the BBRS within seven days.A building official may seek assistance from the district's state building inspector for modifications Looking forward to hearing from you. Thank you, Mark Mark Grylls—CBO Director of Inspectional Services/ Building Commissioner Town of Yarmouth 508-398-2231 x 1260 From: Matthew Jagoe [mailto:mjagoeftmaolewoodsl.com] Sent: Thursday, December 17, 2015 8:01 AM To: Grylls, Mark; Armstrong, James; tearsCalyarmouth.ma.us Cc: dmason@neigc.com Subject: Mayflower I Door Locking Gentleman, Please see the attached letters for your review. Our code consultant drafted these letters based on our intended use just like all of our other buildings. In addition to the doors identified in these documents we plan on installing mag locks an both doors in the 2nd floor elevator lobby. This is not a means of egress and will more than likely be deactivated hen we change the use from a dementia unit back to assisted living.This can be in a year or two. Let me know if anyone has any questions. 1 Thank you, 'Patthew T Jagoe roject Manager Maplewood Senior Living One Gorham Island Westport,Connecticut 06880 Phone: 203.557.4777 Cell: 203.295.5880 www.maplewoodseniorliving.com mjagoeftmaplewoodsl.com • • 2 Sears, Tim *am: Grylls, Mark Sent: Friday, December 18, 2015 11:40 AM To: 'Matthew Jagoe';Armstrong,James;Sears,Tim Cc: Brandolini,Jim Subject: RE: Mayflower I Door Locking , Hi Matt, The 2009 IBC is the code we use in MA. I will not comment on what another town may have allowed. If nothing can be found in the 09 IBC to allow this modification then relief may be sought from the code through the building code appeals board. I have attached the relevant section of the MA amendments to the IBC. I am also reaching out to the District State Building Official for guidance or approval as I am not authorized to grant this type of relief. I will get back to you with his response. 104.10 Modifications. Wherever there are practical difficulties involved in carrying out the provisions of this code, the building official shall have the authority to arant modifications for individual cases, upon application of the owner or owner's representative,provided the building official shall first find that special individual reason makes the strict letter of this code impractical and the modification is in compliance with the intent and purpose of this code and that such modification does not lessen health,accessibility, life and fire safety,or structural requirements. The details of action granting modifications shall be recorded and entered in the . des of the building official and a copy forwarded to the BBRS within seven days.A building fficial may seek assistance from the district's state building inspector for modifications. Thank you, Mark Mark Grylls—CBO Director of Inspectional Services/ Building Commissioner Town of Yarmouth 508-398-2231 x 1260 From: Matthew Jagoe [mailto:mjagoe@maplewoodsl.com] Sent: Thursday, December 17, 2015 5:34 PM To: Grylls, Mark; Armstrong,James; Sears,Tim Cc: Brandolini,Jim Subject: RE: Mayflower I Door Locking Mark, Please see Doug Goldens,our code consultants, response below. Let me know if you need anything further regarding this matter. shank you, Matthew T Jagoe Project Manager 1 Maplewood Senior Living One Gorham Island Westport,Connecticut 06880 one: 203.557.4777 ell: 203.295.5880 www.maplewoodseniorliving.com mjagoe@maplewoodsl.com From: Douglas Golden [mailto:douageconncode.coml Sent: Thursday, December 17, 2015 2:45 PM To: Matthew Jagoe Cc: Bruce Spiewak; Tom Gaston; Christopher Cocotas Subject: Maplewood at Mayflower. Special Door Locking. Dear Matthew As per our phone conversation and the comments below. It is understood that the current building code in Mass. is based on the 2009 IBC and not the 2015 IBC. The 2009 IBC only allows special locking for an 1-2 Occupancy. Section 1008.1.9.6. The occupancy of this wing is R-2/1-1. The attached is a request to use one section in the 2015 IBC that also allows an I-1 occupancy to have the same special locking/controlled egress that is allowed for an 1-2 occupancy under the 2009 IBC. 2015 IBC Section 1010.1.9.6. The request is not to use the entire 2015 IBC for the project. The 2015 IBC change in the code recognized the need to have special locking/controlled egress for both I-1 and 1-2 occupancies. 1-2 occupancy is more restrictive.Occupants in an I- 2 occupancy as per the 2009 IBC Section 308.2 are not capable of self-preservation. Occupants in an I-1 occupancy are capable of self-preservation. Section 308.2. See attached. The 2015 IBC expanded the provisions for special locking/controlled egress to an occupancy group(I-1)that is more capable of leaving the building without assistance. It had already been granted to a group(1-2)that was less capable. Anis per the attached letter,the occupants in this wing are capable of self-preservation with cueing from the building aff. If a patient is not capable of self-preservation,they would be moved to another wing or facility that is designed for their needs as an 1-2 occupancy and that group is allowed to have special locking under the 2009 IBC and Mass.708 CMR. We had the same special locking/controlled egress issue at Maplewood at Weston in Weston Mass. In that facility we presented this code trail and information to the Weston Building Department and Weston Fire Marshal and they approved this approach and allowed special locking to be provided in the R-2/1-1 wings of the building. Please review and if you have any questions, please contact me. Thanks for your help. Doug Golden Douglas L. Golden Code Specialist Bruce J. Spiewak, AIA Consulting Architect, LLC 375 Morgan Lane, Unit#405 West Haven, CT. 06516-4157. USA 203.931.9945. Ext 304. 203.932.2355. FAX douggalconncode.com www.conncode.com thank you, Matthew T Jagoe Project Manager Maplewood Senior Living 2 One Gorham Island Westport,Connecticut 06880 Phone:203.557.4777 ll: 203.295.5880 .maplewoodseni orliving.com mjagoe@maplewoodsl.com From: Grylls, Mark [mailto:mgrvlls(avarmouth.ma.us] Sent: Thursday, December 17, 2015 10:27 AM To: Matthew Jagoe; Armstrong,James; Sears,Tim Cc: dmason@ neigc.com; Brandolini,Jim Subject: RE: Mayflower I Door Locking Hi Matt, Please have your code consultant refer to the correct code in his response to this email. His letter quotes the 2015 IBC which has not been adopted in MA and not relevant at this time. I agree that the use group could be considered a R-2 use, providing they are capable of self-preservation, but without a specific patient description that determination is difficult to make as there are different degrees of Dementia/ Alzheimer's. My consideration will be based on the fact that a building permit that was issued for a Residential or R-2 use, and the application of other, more restrictive construction methods,which would hinder the egress of a residential use, may not be allowed as the building code is specific in its application, not a shopping list. swill not make a determination at this time, but will await your response before a decision is made. Very truly, Mark Mark Grylls—CBO Director of Inspectional Services/ Building Commissioner Town of Yarmouth 508-398-2231 x 1260 From: Matthew Jagoe [mailto:mjagoe(amaolewoodsl.corn1 Sent:Thursday, December 17, 2015 8:01 AM To: Grylls, Mark; Armstrong,James; tears@avarmouth.ma.us Cc: dmason(8neigc.cor Subject: Mayflower Door Locking Gentleman, Please see the attached letters for your review. Our code consultant drafted these letters based on our intended use just like all of our other buildings. In addition to the doors identified in these documents we plan on installing mag locks on both doors in the 2n'floor elevator lobby. This is not a means of egress and will more than likely be deactivated when we change the use from a dementia unit back to assisted living.This can be in a year or two. •et me know if anyone has any questions. Thank you, 3 Matthew T Jagoe Project Manager Maplewood Senior Living ikne Gorham Island estport,Connecticut 06880 Phone:203.557.4777 Cell:203.295.5880 www.maplewoodseniorliving.com jagoe Rmaplewoodsl.com • • 4 Sears, Tim Matthew Jagoe <mjagoe@maplewoodsl.com> Sent: Thursday, December 17, 2015 5:34 PM To: Grylls, Mark;Armstrong,James;Sears,Tim Cc: Brandolini,Jim Subject: RE: Mayflower I Door Locking Attachments: Building Dept. Letter.Signed.pdf; Building Department Letter from Maplewood.pdf; • Special Locking. Building Code.pdf;151124 Revised Egress Plans.pdf Mark, Please see Doug Goldens,our code consultants, response below. Let me know if you need anything further regarding this matter. Thank you, Matthew T Jagoe Project Manager Maplewood Senior Living One Gorham Island Westport,Connecticut 06880 Phone:203.557.4777 Cell:203.295.5880 www.maplewoodseniorliving.com •Jagoe@maplewoodsl.com From: Douglas Golden [mailto:dougg@conncode.com] Sent:Thursday, December 17, 2015 2:45 PM To: Matthew Jagoe Cc: Bruce Spiewak; Tom Gaston; Christopher Cocotas Subject: Maplewood at Mayflower. Special Door Locking. Dear Matthew As per our phone conversation and the comments below. It is understood that the current building code in Mass. is based on the 2009 IBC and not the 2015 IBC. The 2009 IBC only allows special locking for an 1-2 Occupancy. Section 1008.1.9.6. The occupancy of this wing is R-2/I-1. The attached is a request to use one section in the 2015 IBC that also allows an I-1 occupancy to have the same special locking/controlled egress that is allowed for an 1-2 occupancy under the 2009 IBC. 2015 IBC Section 1010.1.9.6. The request is not to use the entire 2015 IBC for the project. The 2015 IBC change in the code recognized the need to have special locking/controlled egress for both I-1 and 1-2 occupancies. 1-2 occupancy is more restrictive.Occupants in an I- 2 occupancy as per the 2009 IBC Section 308.2 are not capable of self-preservation. Occupants in an I-1 occupancy are capable of self-preservation. Section 308.2. See attached. The 2015 IBC expanded the provisions for special locking/controlled egress to an occupancy group (I-1)that is more capable of leaving the building without assistance. It had already been granted to a group (1-2)that was less capable. As per the attached letter,the occupants in this wing are capable of self-preservation with cueing from the building staff. If a patient is not capable of self-preservation,they would be moved to another wing or facility that is designed for their needs as an 1-2 occupancy and that group is allowed to have special locking under the 2009 IBC and Mass.708 'CAR. e had the same special locking/controlled egress issue at Maplewood at Weston in Weston Mass. In that facility we presented this code trail and information to the Weston Building Department and Weston Fire Marshal and they approved this approach and allowed special locking to be provided in the R-2/1-1 wings of the building. 1 Please review and if you have any questions, please contact me. Thanks for your help. •ug Golden Douglas L. Golden Code Specialist Bruce J. Spiewak, AIA Consulting Architect, LLC 375 Morgan Lane, Unit#405 • West Haven, CT. 06516-4157. USA 203.931.9945. Ext 304. • 203.932.2355. FAX ' douea'conncode.com www.conncode.com Thank you, Matthew T Jagoe Project Manager Maplewood Senior Living One Gorham Island Westport,Connecticut 06880 Phone: 203.557.4777 Cell: 203.295.5880 www.maplewoodseniorliving.com enjagoe@maplewoodsl.com From: Grylls, Mark[mailto:mgrylls@yarmouth.ma.us] Sent:Thursday, December 17, 2015 10:27 AM To: Matthew Jagoe; Armstrong,James; Sears, Tim Cc: dmason@neigc.com; Brandolini,Jim Subject: RE: Mayflower I Door Locking Hi Matt, Please have your code consultant refer to the correct code in his response to this email. His letter quotes the 2015 IBC which has not been adopted in MA and not relevant at this time. I agree that the use group could be considered a R-2 use, providing they are capable of self-preservation, but without a specific patient description that determination is difficult to make as there are different degrees of Dementia/ Alzheimer's. My consideration will be based on the fact that a building permit that was issued for a Residential or R-2 use,and the application of other,more restrictive construction methods,which would hinder the egress of a residential use, may not be allowed as the building code is specific in its application, not a shopping list. I will not make a determination at this time, but will await your response before a decision is made. ery truly, ark 2 Mark Grylls—CBO Director of Inspectional Services/ Building Commissioner iown of Yarmouth 08-398-2231 x 1260 From: Matthew Jagoe [mailto:mjagoe(amaplewoodsl.com] Sent: Thursday, December 17, 2015 8:01 AM To: Grylls, Mark; Armstrong,James; tearsftyarmouth.ma.us Cc: dmason(aneigc.conl - Subject: Mayflower I Door Locking y Gentleman, Please see the attached letters for your review. Our code consultant drafted these letters based on our intended use just like all of our other buildings. In addition to the doors identified in these documents we plan on installing mag locks on both doors in the 2""floor elevator lobby. This is not a means of egress and will more than likely be deactivated when we change the use from a dementia unit back to assisted living.This can be in a year or two. Let me know if anyone has any questions. Thank you, Matthew T Jagoe Project Manager Maplewood Senior Living One Gorham Island Westport,Connecticut 06880 *hone: 203.557.4777 Cell: 203.295.5880 www.maplewoodseniorliving.com mjagoeftmaplewoodsl.com • 3 TEL(203)931.9945.Ext 304 FAX(203)932-2355 • BRUCE J. SPIEWAK, AIA CONSULTING ARCHITECT, LLC 375 MORGAN LANE. UNIT 405 WEST HAVEN, CT 06516 dougg@conncode.com Code Consulting Since 1982 Mark Grylls-CBO Director of Inspectional Services/Building Commissioner Town of Yarmouth.Town Hall 1146 Route 28. South Yarmouth, MA. 02664 December 01,2015 RE: Maplewood at Mayflower Place. 579 Buck Island Road West Yarmouth,MA.02673 Special locking/Controlled Egress. Dear Mr.Grylls, A portion of the second floor of this assisted living community contains what Is considered memory units for clients that have early memory impairments. This is one wing of the building. The building is two stories in height,consisting of a first floor and second floor. The construction type is VA with a one-hour rating for the structure and the floors.The entire building is • protected by an NFPA 13 fire sprinkler system.The Mass.Building Code,which is based on the 2009 IBC [780-CMR 8th Edition],changed the 2009 IBC classification for assisted living from I-1 to R-2. Section 308.2&Section 310.2. See Attached. 2009 IBC Section 1008.1.9.6.Special locking arrangements in Group 1-2.See Attached. This section provides the option to provide special locking arrangements where the clinical needs of persons receiving care require such locking. 2015 IBC Section 1010.1.9.6 Controlled Egress doors in Groups I-1 and I-2. See Attached. This section in the 2015 IBC expanded the option to include I-1 and 1-2 occupancies where the clinical needs of persons receiving care required their containment. IBC changed the title from special locking to controlled egress,which better defines the purpose.As outlined in the section,the doors will automatically unlock on fire alarm activation. The second floor is one level above and has only one level of stairs to transverse to the exterior.The wing has access to two,one-hour rated stair enclosures.The wing also has a horizontal exit through a two-hour rated fire wall with 90-minute doors into the other section of the building,without having to exit to the exterior.This is an additional safeguard that is not required in either 1-1 or R-2 occupancies. Please see attached drawings. • BRUCE J.SPIEWAK,MA RE: Mayflower Place.Maplewood December 01,2015 Consulting Architect,LLC Page 1 We wish to use controlled egress as provided in the 2015 IBC Section 1010.1.9.6 for an 1-1 occupancy on • the egress doors for our R-2 occupancy from the wing to provide security for the clients so that they do not wander outside the building, but have egress when needed. Attached please find a letter from Maplewood that better describes the clients in the second floor wing and that they are able to respond to emergency situations and have self-preservation. Please advise if this Is acceptable. If you have any questions,please contact me. Thanks,'//�� Doug Golden CC: Captain James Armstrong CC: MatthewJagoe. Maplewood CC: Christopher Cocotas. Maplewood • • BRUCE J.SPIEWAK,AIA RE: Mayflower Place. Maplewood. December 01,2015 Consulting Architect,LLC Page 2 �i MAPLEWOOD Senior living By Hand 11/17/15 Mark Grylls Town of Yarmouth Building Department 1146 Route 28 South Yarmouth, MA 02664 Dear Mr.Grylls, This letter Is submitted in accordance with our request to utilize special locking arrangements at the second floor currents wing of our assisted living community, Maplewood at Mayflower Place, located at 579 Buck Island Road,in West Yarmouth.The residents to be • housed in this R-2 portion of the building have memory impairment,but are functional and ambulatory with some residents requiring assistance for transitions.The residents are capable of self-preservation with cueing from building staff.The doors in this particular portion of the building are to be secure so to prevent wandering and ensure residents are kept in area of supervision. If any additional information is required, please feel free to contact me at 203-557-4777 or at tgaston()maplewoodsl.com. 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