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HomeMy WebLinkAboutMayflower Place Reports STEIN TROOSTLLC E!" F. n '+q "^ ti architecture MAR 22 201 • _.._."__ . BUILDING DEPARTMENT TELEPHONE 203 831 9983 . March 13, 2017 FACSIMILE 203 838 0662 Mr. Mark Grylls—CBO Director of Inspection Services Building Commissioner Town of Yarmouth 1146 Route 28, South Yarmouth, MA 02664 RE: Model Units Maplewood—Mayflower Place Memory Care 164 Route 28 West Yarmouth, MA Dear Sir, The wall enclosing the two model units and accompanying common hall is a 1 HR rated • wall that extends to the underside of the rated floor ceiling assembly above and has been fire caulked. Sincerely, Michael Stein, RA, LEED AP Stein Troost architecture felt 41\ 17 PF.L S,gTF ECA eic No. 32135 r I '. NORWALK CT MaliOFM�', one morgan avenue norwalk connecticut 06851 www.steintroost.com L �;a Of Massachusetts Ltli:pw3 'The Construction Testing People' -Page 1 -s. 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Fireproofing Report Report Date 12-23-2016 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: 6:30 AM CONTACT:Mitch Filly NUMBER OF DENSITY TESTS: (NUMBER OF COHESION TESTS: 6 SUMMARY: Attached is the fireproofing inspection report prepared by UTE inspector Keith Lassonde for the above .t project. GENERAL REMARKS: pector Premium Travel Name Time Houra Time K. Lassonde No Min Day 2.5 Hr(s) REVIEWED BY: William P. Crabtree WT 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 781438-7755(Voice)781-438-6216(Fax) Report Date 12-23-2016 . Report No. 2 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA r- -4.1 Of Mlusat hlwns MC ',4.: pi The Comsrw$on Tubing pNopW 5 Richardson Lane Page I of 4 Stoneham,Ma 02180 FIREPROOFING REPORT Project Name:Maplewood Memory Center-West Yarmouth,MA Date:12/23/16 Client NEI Contact:Mitch Finn of NEI Drawings:S-2.0,S-3.0 and Forge Industries fireproofing submittals Areas)Reviewed: 1"floor(2n4 floor framing)and 2"6 floor(roof framing)(ai 3 to 49/A to G.6 line Summary:This writer of this report met with Mitch Finn of NEI.The purpose of this visit was to perform thickness tests on the 2e4 floor(roof framing)and cohesion tests on the Ia floor(2"6 floor framing)and 2e6 floor(roof framing)of the spray-on fireproofing. Forge Industries Fireproofing is the company of application.The beams are measured by taking 2 sets of 9 measurements,12 inches apart,for a total of 18 measurements.The tube steel columns are measured by taking 2 sets of 4 measurements 12 inches apart for a total of 8 measurements.The tube steel brace framing is measured by taking 2 sets of 4 measurements 12 inches apart for a total of 8 measurements.The spray-on fireproofing is applied Per AWCI(Association of the Wall and Ceiling Industry)Technical • Manual 12-A third edition section 5 subsection 5.3.3.2 Thickness maximum and subsection 5.3.3.3 Thickness minimum there is a 25%+1-tolerance from the required measurement for acceptable thicknesses.The following area listed below is where the thickness tests were performed,as well as observations made: Cafco Blaze shield II is the fireproofing material being applied by Forge Industries Fireproo0ng. Thickness test results 2"d floor(roof framing) Required thickness 1/2 inch Beam @ 44/D.3 to CS line Measured(Avg.)#111/16 Inches #2 11/16 Inches 2 3 4e 5 6e 7 8 9 Meuaremeu#I(Sakes) 11/16 3/4 11/16 Le 3/4 9/16 52 3/4 3/4 Measurement#2(Iaahn) 52 11116 1U16 coli 3/4 5/8 11/16 11/16 3/4 Required thickness I/2 inch Beam @ 42 to 44/DJ to C.8 line Measured(Avg.)#1 j1/16 Inches #2 j1/16 Inches 2 3 46 5 66 7 8 9 Meuoremeat It I(Indies) 52 3/4 11/16 1/2 11/16 12 515 515 11/16 Measurement#2(Inches) 11/16 II/I6 5/5 1/2 11/16 9/16 52 II/16 3/4 Required thickness 7/8 inches Column®45/F.6 line - Measured(Avg.)#1 1 1/16 Inches #2 j 1/8 Inches 1 2 3 4 • Meuvemenl Y I(Inehn) I 1 Inn 1 I Ir8 Meanremeat e 2(Iaean) 1 1 1/8 13/16 13/16 y • UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438.6218(Fax) Report Date 12-23-2016 Report No. 2 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA Page 2 of 4 Required thickness 7/8 Inches Brace framing Q 45 to 48/0 line Measured(Avg.)#1 13/161nches #2 j 1/8 inches 1 2 3 4 Measurement B 1(Inch's) 1 1/4 11/8 1 1 1/4 • Meenremat a 2(Inches) I I/I 1 3/16 1 13/16 Required thickness 1/2 Inch Beam @ 22 to 16.5/F.4 line Measured(Avg.)#1 1 I. a 82 5/8 Inches I 2 3 4e 5 6e 7 8 9 Measurement a l(Inches) 11/16 9/16 5/8 9/16 511 1/1 5/1 3/4 3/4 Measurement al(Inches) 5/8 3/4 9/16 9/16 11/16 9/16 5/5 11/16 3/4 • • Required thicken 1/2 Inch Beam®22 to 25/F.4 to F.8 line Measured(Avg.)#1 11/16 Inches #25/8 Shea 1 2 3 4e 5 6e 7 8 9 Measurement a l(lathe) 3/4 9/16 5/8 IA 314 11/16 3/4 9/16 11/16 Memuremeat a 1(Inch's) 3/4 9/16 9/16 11/16 3/4 5/8 11/16 5/8 11/16 Required thickness 7/8 Inches Column®22/F.8 line - Measured(Avg.)#111/1 Inches 0211/16 Inches 1 2 3 4 Measurements l(Inches) I Ire 1 1/16 13/16 I IB Measurement/1 l(Inches) 11/I 11/16 11/16 I I/B Required thickness 7/8 inches Brace framing®22/F.8 to F.4 line Measured(Avg.)811 1/16 Inches #2 J 1/8 Inches 1 2 3 4 Measaremeat It 1(lacbes) 1 1/16 I 1 3/8 1 1/16 Measurement e 2(Sebes) 11/4 11/1 15/16 11/I • `'- UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)7814384216(Fax) Report Date 12-23-2016 • Report No. 2 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA Page 3 of 4 • Required thickness 1/2 Inch Beam @ 3 to 7/GA line Measured(Avg.)#1aes #2 11/16 Inches t 2 3 40 5 6e 7 8 9 Menomonie ft 1(Inches) 5/8 11/16 5/8 12 3/4 la 9/16 5/8 5/8 • Measurement#2(Inches) 518 5/8 11/16 11/16 11/16 12 5/8 9/16 5/8 Required thickness 1/2 Inch Beam @ 3 to 5/G.4 to G line Measured(Avg.)#15/8 Inches #2 SB Inches 1 2 3 4a 5 6• 7 8 9 Measurement#1(Inches) 11/16 11/16 12 1/2 5/8 9/16 11/16 5/8 11/16 Measurement#2(Inches) 11/16 5/8 12 9/16 11/16 5/8 5/8 11/16 5/8 Required thickness 7/8 Inches • Column @ 5/G line Measured(Avg.)#1 j 1/16 Inches #2auk 1 2 3 4 Measurement#I(Inches) 11/16 11/8 1 11/16 Measurement#2(Inches) 1 I I IB 1 Required thkkaeas 7/8 inches Brace framing @ 3 to 5/G line Measured(Avg.)#11 1/8 Inches #2 j 1/16 inches • 1 2 3 4 Meuuremeas#1(Inches) 13/16 1 1/16 1 1 1/8 Meesuremeut#2(lechet) 1 1/16 1 1/8 1 1 1/16 Adhesion/Cohesion test results 1e floor(ted floor framing) Item Inspected Location (Standard Is 150 psi) Celesta 4515.6 Imo CA-F/A#5/.02-250 psf Bran Amnia' @ 22/G to F.3 tinc CA-F/A#5/.02#250 psf Column (a)5/E.4 line CA-F/A-4/.02-200 psf • UTS of Massachusetts, Inc. Page s 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-4384216(Fax) • Report Date 12-23-2016 Report No. 2 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA Page 4 of 4 Adhesion/Cohesion test results 2nd floor(roof framing) Item Inspected Location (Standard is 150 psi) Brace framing ®45 to 48/G line CA-F/A-5/.02-250 psf Catnma M T2/ES line CA-F/A-4/.02-200 psf Comma ®5/0 line CA-F/A-5/.02-250 psf The thickness test results at the locations tested above;met or exceeded the standard requirements for Forge Industries fireproofing and Cafco specifications.The results of this inspection were discussed with the aforementioned contact person prior to departure from the project site. • Signed: Keith Lassonde . • Ill 1`14, Of Massachusetts t ±``�1 " -The Construction Testing People -Page 1 1. > • •Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) Concrete Field Report Report Date 11-21-2016 Report No. 12 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 1 set of cylinders cast on 11/16/16 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time - Paul Garrod No •VIEWED BY: William P. Crabtree )Q� WT 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 Accounts Payable Liana Dahnke I 110 kelhd. _14 Of Massachusetts +`,t,"�S*" 'The Construction Testing People' •NletiIlsfr -Page 1 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 11-16-2016 Report No. 2 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 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: SOG: Mechanical Building .- Total Unit Slump(in.) 5 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 56 No. (in.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 77 G258 4.00 x 8.00 12.57 Good 11/16/16 11/23/16 7 28,000 2,230 2 Truck No. 55 0259 4.00 x 8.00 12.57 Good 11/16/16 11/30/16 14 37,000 2,940 2 Ticket Na. 9805 G260 4.00 x 8.00 12.57 Good 11/16/16 12/14/16 28 51,000 4,060 1 Time 8:00 111102 G261 4.00 x 8.00 12.57 Good 11/16/16 12/14/16 28 53,000 4,220 2 Unit Wtlbs/cu k 62 4.00 x 8.00 12.57 Good 11/16/16 12/14/16 28 54,000 4,300 1 Air Content(%) GENERAL REMARKS: *2 % MR inspector Premium Travel Name Time Hours Time Lynn Williams No . FRACTURE TYPES MREVIEWED BY: Bryan M. Crabtree '/� j ,,s,„, 7N )\,). / 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 ars available in PDF form via email. Please email us at reportseutsofmaas.com for more information. , t,'.fi'l Of Massachusetts L+��,� r1 '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 11-16-2016 Report No. 2 7 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 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 L . ."i Of Massachusetts ����+ � "The Construction Testing People' • 44�. !i Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 11-16-2016 Report No. 2 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 FIELD SUMMARY REPORT 'TotalPour: 500: Mechanical building maintenance room slab Method of Placement: 0 Pump ®Chute Discharge ❑ Bucket 0 Other Other: Method of Concrete Consolidation: 0 Vibrator El Other Other: Float, gas screener 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 so 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 Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) • Report Date 11-16-2016 Report No. 27 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA • Nik• . .. -"Ai Of Massachusetts Inc. ��psiG 'The Construction Testing People* Page# �, ,� DAILY REPORT OF CONCRETE POUR PROJECT NAME: VA #si _ 1 I .i! . -ROJECT NO.: DATE: l i t I LO l (t-p AIR TEMP.: sig. TOTAL YARDS: 33 LOCATION OF POUR: 4- SO (9 M.epiekt kot e17 U a elli'�O l� (ra(n4aArAfl9 oL3 Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No.of Truck# Inches In Out Minutes Temp. Air Cylinders �S S Lig Io • � II - • — 9ros ' AS st) 9,70 9D 1 i1ro9- • S�— 9- is jo,e 5o gfio�' 1 • • INSPECTOR: ' A LMP t/ hEMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 Of Massachusetts � ;.1 'The Construction Testing People' ��_#rj -Page 1 •chardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 11-16-2016 Report No. 27 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: 33 SET 1 LOCATION: sOG: Mechanical Building total Unit Slump(In.) s Lab Size Area Date Date Age Load Load Fracture Air Temp.(F) 56 No. (In.) (sq.in.) Condition Cast, Tested Days (Iba.) (pal.) Type Conc Temp(F) 77 G258 4.00 x 8.00 12.57 Good 11/16/16 11/23/16 7 28,000 2,230 2 Truck No. 55 G259 4.00 x 8.00 12.57 Good 11/16/16 11/30/16 14 37,000 2,940 2 Ticket No. 98os G260 4 x 8 12.57 Good 11/16/16 12/14/16 28 Time 8:00 6261 4 x 8 12.57 Good 11/16/16 12/14/16 28 Unit Wtlbs/cu n 62 4 x 8 12.57 Good 11/16/16 12/14/16 28 Alr Content(%) GENERAL REMARKS: *2 % MR inspector Premium Travel Name TWO Hours lime Lynn Williams No .REVIEWED BY: Bryan M. Crabtree ///� ge FRACTURE TYPESX X /{/�(' A Af 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-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 rsportseutsofmass.com for more information. J L. �;l Of Massachusetts ' i 'The Construction Testing People Page 2 III 6 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-4384216(Fax) Compressive Strength Report- Concrete Report Date 11-16-2016 Report No. 27 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 • • 4111 tll,," Of Massachusetts st 0` � 'The Construction Testing People' ��. ? Page 33 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 11-16-2016 Report No. 27 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: SOG: Mechanical building maintenance room slab Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: 0 Vibrator El Other Other: Float, gas screener Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: ❑Curing Box 0 Thermal Blanket ❑Hay/Straw 0 Trailer ® Field ❑ Other alinement Protection: 0 Thermal Blankets 0 Heat El 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 6 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781.438-6216(Fax) Report Date 11-16-2016 • Report No. 27 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA . ` ,. Of Massachusetts Inc. '411.1;* a The Construction Testing People EoplPage# DAILY REPORT OFfONCRTPOUR PROJECT NAME: (iQAA__ nU'J . IQ2GV4IROJECT NO.: DATE: ilk I l I l� AIR TEMP.: 704 TOTAL YARDS: 33 • LOCATION OF POUR: [� SD (9 . hn' A eo�kptni eg. t ,t}( W t\o l� (Pa rr%kant inLo ylwy1n I g Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No. of Truck# Inches In Out Minutes Temp. Air Cylinders �S � ls' rIs % • n -3° - grog" AS •3D 9,20 9& /to? 9 isid gro( •. INSPECTOR: ' AAjtA f-ttEMARKS: • S Richardson Lane, Stoneham, Massachusetts 02180 (781) 438.7755 Fax (781) 438-6216 r..-' i Of Massachusetts t D:-an` 7 'The Construction Testing People' • Nct. t, -Page 1 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Compressive Strength Report -Concrete Report Date 11-16-2016 Report No. 27 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: 300014 3/4" * I No. Of Sets: 1 I CUBIC YARDS: 33 SET 1 LOCATION: SOG: Mechanical Building Total Unit Slump(In.) 5 Lab Size Area Date Date Age ..Load Load Fracture Air Temp.(F.) 56 No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Cone Temp(F) 77 G258 4.00 x 8.00 12.57 Good 11/16/16 11/23/16 7 28,000 2,230 2 Truck No. 55 G259 4 x 8 12.57 Good 11/16/16 11/30/16 14 Ticket No. 9805 G260 4 x 8 12.57 Good 11/16/16 12/14/16 28 Time 8:00 G261 4 x 8 12.57 Good 11/16/16 12/14/16 28 Unit Wtlbs/tuft 262 4 x 8 12.57 Good 11/16/16 12/14/16 28 Air Content(%) GENERAL REMARKS: *2 1 MR Inspector - Premium - Travel Name - - `Time Hours ? . Tlma Lynn Williams No REVIEWED BY: Bryan M. Crabtree Bite • FRACTURE TYPES (' % . Y / 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.deflned 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 reportaeutsofmaes.com for more information. _,j Of Massachusetts sv,« 1 '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 11-16-2016 Report No. 27 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 • • 441s it Of Massachusetts b ".11`"..1 'The Construction Testing People' 001:11P) Page3 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report -Concrete Report Date 11_16.2016 Report No. 27 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: SOG: Mechanical building maintenance room slab Method of Placement: 0 Pump ®Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: 0 Vibrator ® Other Other: Float, gas screener 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 •IacementProtection: ❑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 Massachusetts, Inc. Page 4_ 5 Richardson Lane,Stoneham,MA 02180 781.438-7765(Voice)781.438-6218(Fax) "1. Report Date 11-16-2016. • Report No. 27 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment • West Yarmouth, MA a ' � ,�: Of Massachusetts Inc. Aitlit 'The Construction Testing people' Page# � ,� DAILY REPORT OF CONCRETE POUR 1 ' PROJECT NAME: 3 1 - i R)(_J& W .y QeolouvU ROJECTNO.: DATE Ilk I (p f l.p AIR TEMP.: S10' TOTAL YARDS: 33 LOCATION OF POUR: t. SO . m€Pa.knOtnr'ep, 1_ lI Lt t t[.t thq mar fE-04nt..fi1Q 12(fl1y\ ' Ld Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No.of Truck# Inches In Out Minutes Temp. Air Cylinders • r' % + I Q3.° ' 9tos ' As _ 1Z9,20 ?ro - S 3 it 0;ys 5o gfio • • • ,t‘, . . INSPECTOR: /l/ ADW YU-REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 ,. wt,"a Of Massachusetts svouse `, -The Construction Testing People' i t/ Page 1 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 11-16-2016 Report No. 16 Distribution Copy Job Number 19569 Project Maplewood Memory Care-7S 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting CONTACT: Mitch Finn TIME OF INSPECTION: 7:00 AM TIME OF CONCRETE PLACEMENT: 7:30 AM SPECIFICATION: ASTM A615 Grade 40 Grade 60 x Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: no REVISION NUMBER: DATED: SHOP DRAWING(S): AttOJECT SPECIFICATIONS: 03300 HER: DRAWINGS STAMPED: YES x NO AREA REVIEWED: Slab on grade: Mechanical building slab, maintenance room slab 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. GENERAL REMARKS: Reinforcing steel installation is complete and acceptable. pector Premium Travel ame Time Hours Time Lynn Williams No Min Day 2.5 Hr(s) .. Of Massachusetts 111 ski 1 w1 'The Construction Testing People" - W1"sedi Page 2 6 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781-438-6216(Fax) • Reinforcing Steel Report Report Date 11-16-2016 Report No. 16 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 Cd Wi Our reports are available in PDF form via email. Please email um 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 4111 �� Of Massachusetts :r' WA: -The Construction Testing People' -Page 1 epteif Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Fireproofing Report Report Date 11-03-2016 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: 6:30 AM CONTACT:Mitch Finn NUMBER OF DENSITY TESTS: NUMBER OF COHESION TESTS: SUMMARY: Attached please find the fireproofing inspection report prepared by UTS inspector Keith Lassonde for • the above referenced project. GENERAL REMARKS: pector - Premium Travel ams - Time Hours Time Pat Sullivan No Min Day 2.5 Hr(s) REVIEWED BY: William P. Crabtree �Q Wic' Our reports are available in PDF form via email. Please email us at reportseutsofmass.com for more information. . 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 Accounts Payable Liana Dahnke • UTS of Massachusetts, Inc. Page 2 6 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781-438-6216(Fax) r,- i I Report Date 11-03-2016 • Report No. 1 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA ltA a tilassachusettsInc. �`Pegj7/ /constructioconstructionrrr��vowing pecks 5 Richardson Lane Page 1 of 3 Stoneham,Ma 02180 FIREPROOFING REPORT Project Name:Maplewood Memory Center,West Yarmouth,MA .. Date:11/3/16 Client:NEI Contact Mitch Finn of NEI Drawings:S2.0 and Forge Industries fireproofing submittals Area(s)Reviewed: le floor(Pd floor framing)®3 to 49/A to 0.6 line Summary:This writer met with Mitch Finn of NEL The purpose of this visit was to perform thickness tests of the spray-on fireproofing.Forge Industries fireproofing is the company of application.The beams are measured by taking 2 sets of 9 measurements,12 inches apart,for a total of 18 measurements.The tube steel columns are measured by taking 2 sets of 4 measurements 12 inches apart for a total of 8 measurement The tube steel brace framing is measured by taking 2 seta of 4 measurements 12 inches apart for a total of 8 measurements.The spray-on fireproofing is applied Per AWCI(Association of the Wall and Ceiling Industry)Technical Manual 12-A third edition section 5 subsection 5.3.3.2 Thickness maximum and • subsection 5.3.3.3 Thickness mini,,,,,,.,there is a 25%+1-tolerance from the required measurement for acceptable thicknesses.The following area listed below is where the thickness tests were performed,as well as observations made: Cafco Blaze shield Q is the fireproofing material being applied by Forge Indmtries fireproofing. Thickness jggingglig Required thickness 1/2 Inch ! . Beam®45 to 48/F.6 line Measured(Avg.)61 jl/16 inches #2 Minches 1 2 3 4a 5 fie 7 8 9 Masonawat Y 1(Iaeka) 3/4 54 1/2 1/2 3/4 5/8 5/8 7/8 1 Mameueu*Y 2(San) 1 9/16 9/16 9/16 74 11/16 5/8 13/16 - 1 Required thickness 1/2 Inch Beam®45 to 48/F.6 to B line Measured(Avg.)6151,Inches 82 3/4Jgshes 1 2 3 4e 5 6e 7 8 9 MnAemat#1(lacam) 1 1/2 5/8 9/16 13/16 11/16 5,8 1 7/8 5/8 • Mamemeat 62(Indies) 1 54 3M 54 7/8 1/2 314 3/4 3/4 Required thickness 7/8 Inches Column®45/F.6 line Measured(Avg.)61 j 3/16 inches 112 j 3/16 inches 1 2 3 4 • Matma emtYl(leaam) 13/16 I3/16 11!16 13/16 Maeare est 0 2(Wass) 114 1 1/4 1 1 14 UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781.438-6218(Fax) I Report Date 11-03-2016 • Report No. 1 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA Page 2 of 3 Required thickness 7/8 Inches Brace framing®45 to 48/G line Measured(Avg.)#113/16 inches N2 i 1 2 3 4 MMmeue.l 1(lathe.) 13/3 I 15/16 17/16 • Memenmeet N 2(lathn) 11/4 1916 7/3 17/16 Required thkkness 1/2 Inch Beam 22/F.3 to 0.4 line Measured(Avg)#1 11/161nches #2 lit hes 1 2 3 4 5 6e 7 8 9 Masanmestf l(Silt) 5/1 3/4 1/2 5/3 1 3/4 3/4 11/16 58 Maeememeetl2(Irhe° 1/2 7/B 1/2 5/8 15/16 11/16 3M 5/3 3/4 • Required thickness 1/2 Inch Beam®22 to 16.5/F.3 to GA line Measured(Avg.)#1 #2 IMES I 2 3 4a 5 6e 7 8 9 Maeeenmest#I(Sebes) 3/4 1/2 5/B 5/8 3/4 11/16 5/8 11/16 5/8 Maemmeel N 2(lathes) 1 52 3/4 1/2 11/16 9/16 9/16 9/16 12 Required thlekaess 7/8 inches Column el 22/F.8 line Measured(Avg.)#1 Itch #211/16 Inches 1 2 3 4 MeuurementN I(Sebes) 7/8 I I1/B 1 Memeeemat N 3(lahes) 1 1 1/16 1 1/16 11/4 Required thiolne s 7/8 Inches Brace framing®22/G to P.3 line Measured(Avg.)N11 1/8 Inches 0213/16 inches 1 2 3 4 Meaenmeol N 1(laehe.) 1 3/16 1 12 132 72 Mesmemant N 2(Seim) 1 1/4 1 12 15/16 1 UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 11-03-2016 • Report No. 1 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA Page 3 of 3 Required thickness 1/2 inch Beam®2/D.4 to R4 line Measured(Avg.)#15,LIIn § #2 J1/161nchea I 2 3 4e 5 6e 7 8 9 • Measurement#I(laeam) 9/16 11/16 3/8 9/16 3/4 12 9/16 9/16 3/4 MmurementI/2(Inches) 12 3/4 5)8 9/16 7/8 1/2 1/2 11/16 3/4 Required thickness 1/2 Inch Beam®2 to 5/D.4 to EA line Measured(Avg.)#15/8 Inch% #2:Alicia 1 2 3 4e 5 6e 7 8 9 Mmmmot#1(hotbed) 3/4 3/4 5/8 12 3/4 9/16 12 5/11 74 Meruremeat 82 Oman) 1 54 12 7/16 11/16 5/8 1/2 9/16 3/4 Required thickness 1/2 inches Column®5/E.4 line Measured(Avg.)#1 15/16 Inches #21.1¢[4 2 3 4 Mosurenmm#I(Inche) 1 7/8 1 15/16 Mmmamest#2(Who) 1 I 1 7/8 Required thickness 7/8 Inches Brace framing®5 to 2/F line Measured(Avg.)#1 1 1/8 Inches #21 1/8 Inches 1 2 3 4 Meesmmot#1(Sebes) 1 1/4 1 13/16 1 Mmmmot IS 2(luau) 114 1 14 1 1/4 1 1/16 The thirhnns test results at the locations tested above;met or exceeded the standard requirements for Forge Industries fireproofing and Cafes specification The results of this inspection wets discussed with the aforementioned contact person prior to departure from the project site. Signed: Keith Lassonde • �;a Of Massachusetts ,, ��'� `'� 'The Construction Testing People' -Page 1 111 khardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 10-24-2016 Report No. 5 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting WEATHER: Cold 430 .TIME: 7:30 AM CONTACT:Mitch Finn of NEI General Contracting PURPOSE: Observe earthwork construction and perform field density tests. EQUIPMENT: Bulldozer, Vibratory Roller TEST METHOD: El 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) 1 3.1 134.3 130.8 97.4 See sketch Pavement base 3.1 134.3 130.8 97.4 See sketch Pavement base 3.1 134.3 131.7 98.1 See sketch Pavement base 4 3.1 134.3 130.8 97.4 See sketch Pavement base 5 3.1 134.3 131.7 98.1 See sketch Pavement base 6 3.1 134.3 130.8 97.4 See sketch Pavement base OBSERVATIONS: The writer arrived on site at 7:30 a.m. The purpose of this visit was to observe the progress of the roadway and perform some field density tests. The following was observed. The contractor continued to. •recompact the parking area with a vibratory roller. The elevation tested was set at pavement base. The. material being used was made of f-m sand, light gravel, trace silt and required a minimum compaction of 95% to pass. The writer performed six field density tests in accordance with ASTM D-1556 using the sand cone method. Based off test results, all soils proved to be dry, firm, and stable. The earthwork tested does conform to minimum requirements of 95% compaction. These observations/testing results were reported to the superintendent during this visit. Inspector Premium. - Travel Name Time Hours Time Michael Walsh No Max Day 2.5 Hr(s) 'VIEWED BY: Chuck Fraser /� /lJ/�t Our reports are available in PDP form via email. Please email us at reportseutaofmaas.com for more information. j.Or Of Massachusetts �` 1 'The Construction Testing People" W'1r Page 2 y . 6 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 10-24-2016 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 Accounts Payable Liana Dahnke 11111 • • • •l • UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 10-24-2016 Report No. 5 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA - FIELD SKETCH 3t� � �,e. ih ey .L a en. rtla3i u sLcLli exlltt- s t0� t 1a .r.v.,tt s .. e iwo •-4, 1'-, .1 .od• a .- )�^' )w.t r: ''>#.k ,y.t°:. 'F's" ` Lt ,� tiy'.:r.'°} I' , fro r PW ' rt } 11+ iry„rF t �e`t��1^' ,jt �:,• ��ygk�t.415)�� i }' ce'�ay-+..... .o tt. « 111M4et ,ay p 3'M:rI i *y�y, s1 p.• S1 Y +t ° :sk. { ri1 f1. , 4 ..'. 4 —r; � Y t • .. r• . . rt yy Y�•� aw �i 4 L . Of Massachusetts « + 'The Construction Testing People' 0 -Paget v.'s', 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438.6216(Fax) Steel Inspection Report Report Date 10-04-2016 Report No. 10 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting WEATHER: .TIME: 12:30 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 ams Time ` Hours Time drea Flaherty-Lyons No Min Day 2.5 Hr(s) REVIEWED BY: William P. Crabtree 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 Accounts Payable Liana Dahnke 0 UTS of Massachusetts, Inc. Page. NI 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 10-04-2016 • Report No. 10 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 781438.7755 Project:Maplewood Memory Care Inspectoe A.Flaherty-Lyons Contact:Mitch Finn-NEI Date: 104-16 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 Building,Second/Roof Level Framing,dwgs.,S2.0,S3.0,S5.1,and S4.1,lines 1-36 at G.6-D.4,49-36 at A-C: a) A325%"bolts in two locations are complete and acceptable. b) A490 1" T.C. type bolts were tensioned, torqued, complete and acceptable. c) Brace connection welds were found complete and acceptable (dwg. S-4.1). d) Beam to beam connections were found complete and acceptable. e) Beam to column connections were found complete and acceptable f) Beam to HSS at shear plate connections were found complete and acceptable. g) Beam to HSS welded beam connections were found complete and acceptable. h) Bar joist placement and welded connections were found complete and acceptable. i) Tie joist connections were found complete and acceptable. j) Bridging was found complete and acceptable. k) Bottom plate at top flange bolted connections were found complete and acceptable. • 1) RTU framing was found complete and acceptable. UTSof Massachusetts, Inc. Page 3 t Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 10-04-2016 Report No. 10 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA m)Roof deck placement was found complete and acceptable. n) Angle at perimeter was found to be complete and acceptable o) X-bridging was found in process; a re-inspection to be performed • upon completion. p) Chord extensions were found in process; a re-inspection to be performed upon completion. a) Puddle welds(%)were found complete and acceptable. r) #10 fasteners were found complete and acceptable. s) Flashing at change of direction at roof deck was found complete and acceptable. t) Upper roof deck/elevator shaft steel and connections were found in process;a re-inspection to be performed upon completion. • These observations were discussed with Mr.Finn prior to departure. • . r 4. ;4 Of Massachusetts •0;:i' `,`� '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 09-30-2016 Report No. 9 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting WEATHER: .TIME: 6: 00 AM 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: n ector Prem- Tet ame Time` Hours Time ndrea Flaherty-Lyons No Min Day 2.5 Hr(s) REVIEWED BY: William P. Crabtree Opti Our reports are available in PDF form via email. Please email us at reportsQutsofmass.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 • M UTS of Massachusetts, Inc. Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)7811438.6216(Fax) . Report Date 09-30-2016 Report No. 9 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 Memory Care Inspector:A.Flaherty-Lyons Contact:Mitch Finn-NEI Date:9-30-16 • 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 Building, Second/Roof Level Framing,dwgs., S2.0,53.0,S5.1,and S4.1,lines 1-36 at G.6-D.4,49-36 at A-C: a) A325 %" bolts in two locations are in process; a re-inspection to be performed upon completion. b) A490 1" T.C. type bolts were tensioned, torqued, complete and acceptable. c) Brace connection welds were found complete and acceptable (dwg. S-4.1). d) Beam to beam connections were found complete and acceptable. e) Beam to column connections were found complete and acceptable 0 Beam to HSS at shear plate connections were found complete and acceptable. g) Beam to H55 welded beam connections were found complete and acceptable. h) Bar joist placement and welded connections were found complete and acceptable. i) Tie joist connections were found complete and acceptable. j) Bridging was found complete and acceptable. • k) Bottom plate at top flange bolted connections were found complete and acceptable. • 4, . UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781.438-6216(Fax) • Report Date 09-30-2016 Report No. 9 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA I) RTU framing was found complete and acceptable. m)Roof deck placement was found complete and acceptable. n) Angle at perimeter was found to be in process; a re-inspection to be performed upon completion. o) X-bridging was found in process; a re-inspection to be performed upon completion. p) Chord extentions were found in process; a re-inspection to be performed upon completion. q) Puddle welds (''A) were found to be in process; a re-inspection to be performed upon completion. r) #10 fasteners were found in process; a re-inspection to be performed upon completion. s) Upper roof steel and connections were found to be in process; • a re-inspection to be performed upon completion. These observations were discussed with Mr.Finn prior to departure. J. ..4!i Of Massachusetts •0',« ,�� 'The Construction Testing People" -Paye 1 ttie • 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Concrete Field Report Report Date 09-30-2016 Report No. 11 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 9 sets of cylinders cast on 9/28/16 to the lab for testing. GENERAL REMARKS: Inspector Premium ' Travel Nama ... Time Hours <: Time Paul Garrod No REVIEWED BY: William P. Crabtree (04PC 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 • l J.lilt -fr-; Of Massachusetts at'«`lot 'The Construction Testing People' 3, 1j -Page 1 • 5 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 09-28-2016 Report No. 26 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: 4 I CUBIC YARDS: 187 SET 1 LOCATION: SOG: Line G5 at 37 :_ total - Untt� Slump(In.) 4 1/2 Lab. Size Area Date Date Age Load Load Fracture Air Temp,(F,) 65 No. r (in.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.)' - Type - Conc Temp(F) _72 M481 4.00 x 8.00 12.57 Good 09/28/16 10/05/16 7 32,50D 2,590 1 Truck No. 55 M482 4.00 x 8.00 12.57 Good _09/28/16 10/12/16 14 44,000 3,500_ 2 Ticket No. 9147 M483 4.00 x 8.00 12.57 Good 09/28/16 10/26/16 28 57,000 4,530 1 Time _7:35 M484 4.00 x 8.00 12.57 Good 09/28/16 10/26/16 28 59,000 4,690 2 Unit Wtlbs/cu ft 85 4.00 x 8.00 12.57 Good 09/28/16 10/26/16 28 56,500 4,490 1 Alr Content(%) SET 2LOCATION: SOG: Line G at 39.5 Total Unit Slump(In.) 5 Lab Size Area Date Date - Age Load Load Fracture Alr Temp.(Fr) 67 No. (in.) (sq.in.) Condition Cast ' Tested Days pbs.) (psi.) ..Type Conc Temp(F) 73 M330 4.00 x 8.00 12.57 Good 09/28/16 10/05/16 7 32,500 2,590 1 Truck No. 84 M331 4.00 x 8.00 12.57 Good 09/28/16 10/12/16 14 45,000 3,580 2 Ticket No. 9151 M332 4.00 x 8.00 12.57 Good 09/28/16 10/26/16 28 59,000 4,690 1 Time _ 8:40 ,M333 4.00 x 8.00 12.57 Good 09/28/16 10/26/16 28 58,000 4,610 2 UnitWtlbs/cu ft M334 4.00 x 8.00 12.57 Good 09/28/16 10/26/16 28 55,500 4,420 1 Air Content(%) SET 3 LOCATION: SOG: Line P at 43 Total Unit Slump(In.) 4 3/4 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F) 67 No. (In.) (sq.in.) Condition Cast Tested . Days -..(lbs.) (pal.) Type Conc Temp(F) 74 M486 4.00 x 8.00 12.57 Good 09/28/16 10/05/16 7 35,000 2,780 2 Truck No. 80 M487 4.00 x 8.00 12.57 Good 09/28/16 10/12/16 14 46,000 3,660 1 Ticket No. 8525 M488 4.00 x 8.00 12.57 Good 09/28/16 10/26/16 28 60,000 4,770 1 Time 9:50 M489 4.00 x 8.00 12.57 Good 09/28/16 10/26/16 28 61,000 4,850 2 Unit Wtlbs/cu ft M490 4.00 x 8.00 12.57 Good 09/28/16 10/26/16 28 59,500 4,730 1 Alr Content(%) iT 4 LOCATION: SOG: Line D at 46 4. ,,"ii Of Massachusetts '� •44r evoi,ash '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 09-28-2016 Report No. 2 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 .`Total Unit Slump(in.) s Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 68 No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) "'(psi.) Type Conc Temp(F) 76 M496 4.00 x 8.00 12.57 Good 09/28/16 10/05/16 7 33,000 2,630 1 Truck No. 71 M497 4.00 x 8.00 12.57 Good 09/28/16 10/12/16 14 45,000 3,580 2 Ticket No. 9159 M498 4.00 x 8.00 12.57 Good 09/28/16 10/26/16 28 58,000 4,610 1 Time 11:05 M499 4.00 x 8.00 12.57 Good 09/28/16 10/26/16 28 56,000 4,460 2 Unit Wtlbs/cu ft M500 4.00 x 8.00 12.57 Good 09/28/16 10/26/16 28 59,000 4,690 2 Air Content(%) GENERAL REMARKS: 10/11/2016 - amended report, attached darkened truck log Inspector , - Premium Travel Name Time ' Hours Time Paul Garrod No Max Day 2.5 Hr(s) David Boyce No Max Day 2.5 Hr(s) REVIEWED BY: Bryan M. Crabtree 'AC FRACTURE TYPES \ t l 7- / \ . X X A, j4, \ 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. • L 11 Of Massachusetts t+s,',i; ,,,.,11 '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 09-28-2016 Report No. 26 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 • • • if 13" Of Massachusetts 111lfr ill;r1 -The Construction Testing People" o.rt0 �� !i Page 4 • 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781.438-6216(Fax) Compressive Strength Report- Concrete Report Date 09-28-2016 Report No. 2 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: SOG: Line B-G8 at 36-49 Method of Placement: ®Pump ❑Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: 0 Vibrator 0 Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box ❑ Thermal Blanket 0 Hay/Straw ❑ Trailer El Field ❑ Other • Placement Protection: El Thermal Blankets 0 Heat 0 None ❑ Other Slump Specification(in.) 3_5 Number of slumps out of specification reported to If rejected Approved by Remarks: • „LITS-6f Massachusetts, Inc. Page 5 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6215(Fax) • Report Date 09-28-2016 Report No. 26 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA ”. `I- is ,.tea ,1I lab,Of Massachusetts Inc. 4inr471 -The Construction Testing People' Page t S� DAILY REPORT OF CONCRETE POUR PROJECT NAME: T& Ieiw00C/ /I1eno(� eastPROJECTNO.: DATE: 09— egg- .9-01c-• AIR TEMP.:P. (PS TOTAL YARDS: /87 LOCATION OF POUR: 6/2b on ar arle J column linos 6-68 P 36 -449 Load & Slump Batching Batching Time InYards Concrete % of Ticket# No.of Truck# Inches In Out Minutes I Temp. Air Cylinders 55 9 16 4 :5-5 7:so 55 1I 7'a 9P-11 A -5 7a 7:Jo 8:60 50 r//aa `1fN6 • 37 7:05 8:20 55 11'/33 9149 Las 7:35 8:35 (DO 11/yy 4150 71 7:50 8:q5 55 "ISS 8521 84 6 8:co 8'55 56 "Lib 73 9/Sl 6-5 col 48:15 9:10 Sc "In • 8523 u I 8:40 9::o co0 1j/ssb 9154 51; 5x35 9:46 Cts 6. "A9 9/53 ss 8S371 9:56 (05 "Jiro • . 91511 80 9 34 9:05 (0:10 (oS I "hal 714 8525 C-5 (04 Wig r0:a5 70 r'h3.1 1155 7a 9:05 /6:ys 15 '1/143 915(. 57 7:yo Ito:50 70 "44 9:51 45 9:55 11:16 75 11 Iles 9158 • 11 S io:/o rl:.Zo 70 i1/r u, 7t. iI57 0-5 Sy /0:30 /1:45 70 "het 9 /Leo INSPECTOR: REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 „ ; Of Massachusetts et p,,r e, 'The Construction Testing People' tV- ij -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report -Concrete Report Date 09-28-2016 Report No. 2 6 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NE/ 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 Seth: 4 I CUBIC YARDS: 187 SET 1 LOCATION: SOG: Line G5 at 37 '. Total ,.Unit' Slump(In.) 4 1/2 Lab Size - Area Date Date Age Load Load Fracture Air Temp.(F.) 65 No. (In.) (sq.In.) Condition Cast Tested Days --(lbs.) (psi.) Type Conc Temp(F) 72 M481 4.00 x 8.00 12.57 Good 09/28/16 10/05/16 7 32,500 2,590 1 Truck No. 55 M482 4 x 8 12.57 Good 09/28/16 10/12/16 14 Ticket No. ' 9147 M483 4 x 8 12.57 Good 09/28/16 10/26/16 28 _ Time 7:35 M484 4 x 8 12.57 Good 09/28/16 10/26/16 28 Unit Wtlbs/cu ft 85 4 x 8 12.57 ' Good 09/28/16 10/26/16 28 Air Content %) SET 2 LOCATION: SOG: Line G at 39.5 Total Unit Slump(In.) 5 Lab Size Area - Date Date Age Load Load Fracture Air Temp.(F.) 67 No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 73 M330 4.00 x 8.00 12.57 Good 09/28/16 10/05/16 7 32,500 2,590 1 Truck No. 84 M331 4 x 8 12.57 Good 09/28/16 10/12/16 14 Ticket No. 9151 M332 4 x 8 ' 12.57 Good 09/28/16 10/26/16 28 Time 8:40 ,M333 4 x 8 12.57 Good 09/28/16 10/26/16 28 Unit Wtlbs/cu ft M334 4 x 8 12.57 Good 09/28/16 10/26/16 28 Air Content(%) SET 3 LOCATION: SOG: Line F at 43 . ...Total Unit 1 Slump(In.) 4 3/4 Lab ` Size Area Date Date Age Load - Load Fracture Air Temp.(F.) 67 No. (in.) (sq.In.) Condition Cast - Tested Days (lbs.) (psi.) Type Conc Temp(F) 74 M486 4.00 x 8.00 12.57 Good 09/28/16 10/05/16 7 35,000 2,780 2 Truck No. 80 M487 4 x 8 12.57 Good 09/28/16 10/12/16 14 Ticket No. 8525 M488 4 x 8 12.57 Good 09/28/16 10/26/16 28 Time 9:50 M489 4 x 8 12.57 Good 09/28/16 10/26/16 28 Unit Wtlbs/cu ft M490 4 x 8 12.57 Good 09/28/16 10/26/16 28 Air Content(%) OT 4 LOCATION: BOG: Line D at 46 L ,. .. Of Massachusettsak1 LI fnoteen, 'The Construction Testing People' Qr !i Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Compressive Strength Report -Concrete Report Date 09-28-2016 Report No. 26 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 i. Total Unit Slump(in.) 5 Lab Size - Area Date Date Age Load Load Fracture Air Temp.(F.) 68 No. - (in.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 76 M496 4.00 x 8.00 12.57 Good 09/28/16 10/05/16 7 33,000 2,630 1 Truck No. 71 M497 4 x 8 12.57 Good 09/28/16 10/12/16 14 Ticket No. 9159 M498 4 x 8 12.57 Good 09/28/16 10/26/16 28 Time 11:05 M499 4 x 8 12.57 Good 09/28/16 10/26/16 2e Unit Wtlbs/cu ft M500 4 x 8 12.57 Good 09/28/16 10/26/16 28 Air Content(%) GENERAL REMARKS: 10/11/2016 - amended report, attached darkened truck log Inspector Premium ' Travel Name 1 Time Hours Time Paul Garrod No Max Day 2.5 Hr(e) David Boyce No Max Day 2.5 Hr(s) REVIEWED BY: Bryan M. Crabtree ile FRACTURE TYPES } l • xx A \ 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 Types cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than t 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. • L, . l Of Massachusetts stlisc;y7 'The Construction Testing People' Pa e3 ♦. 9 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6218(Fax) Compressive Strength Report -Concrete Report Date 09-28-2016 Report No. 26 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, FE Mark Troost Accounts Payable Liana Dahnke • 4111 -," Of Massachusetts , 'The Construction Testing People' LAT. Page 4 . 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781438-6216(Fax) Compressive Strength Report- Concrete Report Date 09-28-2016 Report No. 2 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: SOG: Line B-GB at 36-49 Method of Placement: ®Pump ❑Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: El 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 0 Heat 0 None • ❑ Other Slump Specification(in.) 3-5 Number of slumps out of specification reported to 4 rejected Approved by Remarks: • Page s UTSof Massachusetts, Inc. 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 09-28-2016 Report No. 26 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA I It&l Of Massachusetts Inc VW"! The Construction TestingPeople?'eaPage# DAILY REPORT OF CONCRETE POUR Y)a PROJECT NAME: / pte+/[r _/ /IVGYlonj CQ,f!— PROJECT NO.: DATE: 09— eZtS- 90u.' AIR TEMP.: (OS TOTAL YARDS: /87 LOCATION OF POUR: Ofir b on 5ra..cle / column lines 6-68 P .ace -49 Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No.of Truck# Inches In Out Minutes Temp. Air Cylinders 55 4 t� & :55 7:so 55 II fl qf41 R -5 7a 7:10 8:ao TO '1 ha 111.12) • 37 7:Q5 S:ao 55 "133 4149 Los 7:35 8:35 (v0 "h4q 4150 1I 7:50 8:45 55 "155 8sa1 8 y 6 8:00 8'55 56 "/u, 7 3 9151 3-5 107 cras 9:10 5S "/77 • 8523 c.I 9:40 ?:a (DO "/8$ 9154 54 8t35 9:46 (o5 I1/44 9153 ss 9:3 9:5-C (AS •"k° 9154 So 'I3/y ends 10:16 (DS I " tat 7 L 85a5 c-5 (o4 9'FS /0:Z5 70 "/13.? 4155 7a 9475 16:y3 15 "1143 1154 Cl 7:yo /o:St 70 "/ty 9157 45 €1:55 11 :16 75i t f fifes 9158 71 S /0:10 11:ao 70 "I174 7Co 9157 0-5 8ti /0:30 !I: tf5 70 "Ito, 9 /40 INSPECTOR: REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax 1781) 438-6216 111 ! _ �;i Of Massachusetts t( „''}41 'The Construction Testing People' Ny- Ij -Page 1 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-28-2016 Report No. 26 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" INo. OfSets: 4 I CUBIC YARDS: 187 SET 1 LOCATION: SOG: Line G5 at 37 Total USN Slump(In.) 4 1/2 Lab.: Size -'Area Date Date Age Load Load Fracture Air Temp.(F-) 65 No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psi-) Type Cone Temp(F) 72 M481 4.00 x 8.00 12.57 Good 09/28/16 10/05/16 7 32,500 2,590 1 Truck No. 55 M482 4.00 x 8.00 12.57 Good 09/28/16 10/12/16 14 44,000 3,500 2 Ticket No. 9147 M483 4 x 8 12.57 Good 09/28/16 10/26/16 28 Time 7:35 M484 4 x 8 12.57 Good 09/28/16 10/26/16 28 Unit Wtlbs/cu ft 85 4 x 8 12.57 Good 09/28/16 10/26/16 28 Alr Content(%) SET 2LOCATION: SOG: Line G at 39.5 - Total Unit Slump(In.) 5 Lab ` Size Area Date Date Age Load Load Fracture Alr Temp-(F) 67 No. (In.) - (sq.In.) Condition Cast Tested ' Days - (lbs.) (psi.) Type Conc Temp(F) 73 M330 4.00 x 8.00 12.57 Good 09/28/16 10/05/16 7 32,500 2,590 1 Truck No. 84 M331 4.00 x 8.00 12.57 Good 09/28/16 10/12/16 14 45,000 3,580 ! 2 - Ticket No. 9151 M332 4 x 8 12.57 Good 09/28/16 10/26/16 28 - Time 8:40 ,M333 4 x 8 12.57 Good 09/28/16 10/26/16 28 Unit Wtlbsfcu ft M334 4 x 8 12.57 Good 09/28/16 10/26/16 28 Air Content(%) SET 3 LOCATION: SOG: Line F at 43 Total -..UnIt Slump(In.) 4 3/4 Lab Size :Area Date Date Age Load Load Fracture Air Temp.(F.) 67 No. (in.) (sq.In.) Condition Cast Tested Days (lbs.) (psi-) Type Conc Temp(F) 74 M486 4.00 x 8.00 12.57 Good 09/28/16 10/05/16 7 35,000 2,780 2 Truck No. 8G M487 4.00 x 8.00 12.57 Good 09/28/16 10/12/16 14 46,000 3,660 1 Ticket No. 8525 M488 4 x 8 12.57 Good 09/28/16 10/26/16 28 Time _ 9:50 M489 4 x 8 12.57 Good 09/28/16 10/26/16 28 Unit Wtlb3/CU ft M490 4 x 8 12.57 Good 09/28/16 10/26/16 28 Air Content(%) it4 LOCATION: SOG: Line D at 46 L _;t Of Massachusetts • illi t itt:4`J 'The Construction TestingPeople" o+prets, P N- i Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)7814384216(Fax) Compressive Strength Report -Concrete Report Date 09-28-2016 Report No. 2 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 Total Unit Slump(In.) s Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 68 No. '(in.) (sq.In.) Condition Cast Tested Days - (lbs.) '(psi.) Type conc Temp(F) 76 M496_ 9.00 x 8.00 12.57 Good 09/28/16 10/05/16 7 33,000 2,630 1 Truck No. 71 M497 4.00 x 8.00 12.57 Good 09/28/16 10/12/16 19 45,000 3,580 2 Ticket No. 9159 M498 4 x 8 12.57 Good 09/28/16 10/26/16 28 - Time 11:05 M499 4 x 8 12.57 Good 09/28/16 10/26/16 28 Unit Wtlbs/cu ft M500 4 x 8 12.57 Good 09/28/16 10/26/16 28 AlrContent("/o) GENERAL REMARKS: 10/11/2016 - amended report, attached darkened truck log Inspector 'Premium Travel Name . Time Hours Time Paul Garrod No Max Day 2.5 Hr(s) David Boyce No Max Day 2.5 Hr(e) REVIEWED BY: Bryan M. Crabtree AC FRACTURE TYPES . X X 4 iiii; \ \ 7/ Typal Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed WellJormed 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 [26 mmj 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 reportssutsofmase.com for more information. • 1,"j Of Massachusetts tr. " 1 'The Construction Testing People' .1,#tr Page 3 •ichardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-4384216(Fax) Compressive Strength Report- Concrete Report Date 09-28-2016 Report No. 26 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 • 4111 7 ,," Of Massachusetts ��,::R1 'The Construction Testing People' "'" W70:: Page 4 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) Compressive Strength Report- Concrete Report Date 09-28-2016 Report No. 26 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: SOG: Line B-G8 at 36-49 Method of Placement: 9 Pump 0 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 ❑ Thermal Blanket 0 Hay/Straw ❑ Trailer ® Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat 0 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 5 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781438.6216(Fax) • - Report Date 09-28-2016 Report No. 26 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA eIL C y� ,.i .i Of Massachusetts Inc *VW* The Construction Testing people' Page* DAILY REPORT OF CONCRETE POUR PROJECT NAME: frIcLo/CwcoJ /71tm015 Oat t. PROJECT NO.:__ DATE: 09- e2t5- 49-0/C.. AIR TEMP.: 05 TOTAL YARDS: /87 LOCATION OF POUR: t3/4b an 9ra-`/e ) column lines 6-68 P 36 -49 Load & Slump Batching Batching Time In Yards Concrete % of Ticket# No.of Truck# Inches In Out Minutes I Temp. Air Cylinders ZS y tb L 55 7:50 55 I /1 con A -5 7a 7:/0 8:ao TO tlha INNS • 57 7:a5 8:ao 55 /1/23 9/49 (D5 7:35 8:35 (40 "Ay vs() 1I 7:50 8:45 55 //ISS 8sal 8y s 8:00 8=55 SC "//.0 73 4'151 3-5 col 8:/s 9//o 55- Ill/71 • 8523 r.1 8:40 ?we COO 't/e$ 915d 510 8y35 ?No (pS "I,9 9/53 55 SIM 9:56 &S "hue • 9/5y 80 y3/y 9:os 10:10 (DS "hal 7H 85a5 c-5 toy 9:/s 16:25 70 "x/34 4155 7a 9:.5 /6:45 15 'qua It 54 57 9:yo 10:54 70 "As q 9/57 1.5 9:55 11:10 75 "Ines 1158 • 71 S 16:16 11:-.7o 70 "h1/. 7(, 9157 0-5 8y 16 :30 Il:45 70 "1:67 9 /40 INSPECTOR: REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 11 Of Massachusetts Aff t 11 me-1 '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 09-28-2016 Report No. 26 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: 4 I CUBIC YARDS: 187 SET I LOCATION: SOG: Line G5 at 37 .Total Unit Stump(in.) 9 1/2 Lab Size -Area Date Date Age Load Load Fracture Air Temp.(F.) 65 No. (in.) (sq.In.) Condition. Cast Tested I: Days :+(lbs.) (psi.) Type :'. Conc Temp(F) 72 M481 4.00 x 8.00 12.57 Good 09/28/16 10/05/16 7 32,500 2,590 1 Truck No. 55 M482 4 x 8 12.57 Good 09/28/16 10/12/16 14 Ticket No. 9147 M483 4 x 8 12.57 Good 09/28/16 10/26/16 28 Time 7:35 484 4 x 8 12.57 Good 09/28/16 10/26/16 - 28 - Unit Wtlb3/CU ft 485 4 x 8 12.57 Good 09/28/16 10/26/16 28 Air Content(%) SET 2 LOCATION: SOG: Line G at 39.5 Total Unit ;. Slump gni 5 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) _67 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type .I Conc Temp(F) 73 M330 4.00 x 8.00 12.57 Good 09/28/16 10/05/16 7 32,500 2,590 1 Truck No. 84 M331 4 x 8 12.57 Good 09/28/16 10/12/16 14 Ticket No. 9151 M332 4 x 8 12.57 Good 09/28/16 10/26/16 28 Time 8:40 ,M333 4 x 8 12.57 Good 09/28/16 10/26/16 28 Unit Wtlbs/CU ft M339 4 x 8 - 12.57 Good 09/28/16 10/26/16 28 Air Content(%) SET 3 LOCATION: SOG: Line F at 43 'Total Unit Slump(in.) 4 3/4 Lab Size ! Area Date Date Age Load Load Fracture Air Temp.(F.) 67 No. (in.) (sq. n.) Condition Cast Tested Days ' (lbs.) (psi.) Type"'. Conc Temp(F) 74 M486 4.00 x 8.00 12.57 Good 09/28/16 10/05/16 7 35,000 2,780 2 Truck No. 80 M487 4 x 8 12.57 Good 09/28/16 10/12/16 14 - Ticket No. 8525 M488 4 x 8 12.57 Good 09/28/16 10/26/16 28 - Time 9:50 M489 4 x 8 12.57 Good 09/28/16 10/26/16 28 Unit Wtlbs/CU ft M490 4 x 8 12.57 Good 09/28/16 10/26/16 28 Air Content(%) •ET 4 LOCATION: SOG: Line D at 46 r:. li .. , -f Of Massachusetts en te.-? '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 09-28-2016 Report No. 26 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 Total Unit Slump(In.) 5 Lab Size ' Area Date ' Date Age Load Load Fracture'. Air Temp.(F.) 68 No. (in.) (sq.in.) Condition Cast Tested Days ._(lbs.) ,..(psi.) Type r.. Conc Temp(F) 76 M496 4.00 x 8.00 12.57 Good 09/28/16 10/05/16 7 33,000 2,630 1 Truck No. 71 M497 4 x 8 12.57 Good 09/28/16 10/12/16 14 Ticket No. 9159 M498 4 x 8 12.57 Good 09/28/16 10/26/16 28 Time 11:05 M499 4 x 8 12.57 Good 09/28/16 10/26/16 28 Unit Wt lbs/cu ft M500 4 x 8 12.57 Good 09/28/16 10/26/16 28 Air Content(%) ENERAL REMARKS: nspector :.Premium Travel Name Time Hours Time Paul Garrod No Max Day 2.5 Hz(s) David Boyce No Max Day 2.5 Hz(s) REVIEWED BY: Bryan M. Crabtree FRACTURE TYPES)\ ' / (' / • 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 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 through'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. ` ego 1 Of Massachusetts ;:4a 'The Construction Testing People' • \r fir Page 3 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-28-2016 Report No. 26 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 • 0 4. � Of Massachusetts �� 'lel -The Construction Testing People' • \ir. ,"& Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-28-2016 Report No. 26 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: SOG: Line B-G8 at 36-99 Method of Placement: ®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: 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.) 3_5 Number of slumps out of specification reported to - If rejected Approved by Remarks: • • UTS of Massachusetts, Inc. Page 5 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 09-28-2016 Report No. 26 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA 91Z9-BEP Mal xcd SSLL•8£P LIEU OSFLO s1}asnyoesseyl weyauolg •aue� uospleyolH 9 s)lavw3a 9 �.z it dW94 "430103dSN1 r 41 , r , . f it .'- Lr .. • I- ,•• `:t 71. 1 ii .c, �T ��'666 i • • risik. il1J �� �.l • '` Scr�i -;-...511.-• ' .: 1 . .. ` !' L 1, =c= a,6 Si.�, . . ,I n i1. `. `/ . F n./ e. rI r: •er, LhI( ..;.i. 11 p.0 -.17. siapuIA3 Aw •dwal swum pp u) seyou! #1pon.u. Jo 'ON #felon to% aleiouo0 spieA up ew11 6uiyoleg 6uiyoleg dwnIS 'g peon Ajit CW, C . bi!)+- DC ''b 9- "" 7 os : nod 3o Nollvoo'i • ., I . . :saayA 1dlol �5.9 . :'dw31 1:1!t/ °/I-At-b :31V0 • ON 10311O1:1d i Clif5nitliNl :31A1yN 1031'0ad anOd 31321ONOO AO 1130d321 KIIVU 4�,, 4 abed �• °M Soljsa�, uofj)nusuo� etu idefi t*t ENrsiii '1 'ML suesntposstaw t® Mi- ', ; • , e� i ,• �;a Of Massachusetts r���i`�1 'The Construction Testing People' -Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Concrete Field Report Report Date 09-28-2016 Report No. 10 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 5 sets of cylinders cast on 9/22/16 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel .! Name Time ' Hours Time Paul Garrod No REVIEWED BY: William P. Crabtree �QC 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 Accounts Payable Liana Dahnke • L is �,"j Of Massachusetts k 1 'The Construction Testing People' .�-e Page 1 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 09-28-2016 Report No. 15 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: 6:00 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:s-5.o REVISION NUMBER: I DATED: HOP DRAWING(S):F4 WROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES x NO_ AREA REVIEWED: Slab on grade: lines 49-36 at G-D4; 1-36 at 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) 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 lime Andrea Flaherty-Lyons No Min Day 2.5 Hr(s) i-n L11c'!t n Of Massachusetts s1 'The Construction Testing People' 017:411.Fi • ♦, / Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report • Report Date 09-28-2016 Report No. 15 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 , � WTQ Our reports are available in PDF form via email. Please email us at reportseutsofiness.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, Of Massachusetts iIl Le'i '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 09-22-2016 Report No. 23 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: 5 I CUBIC YARDS: 198 SET 1 LOCATION: SOD: Line 38 at C Total Unit Slump(In.) ** Lab Size Area Date Date :Age Load Load Fracture Alr Temp.(F.) 58 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Cone Temp(F) 76 ilo M556 4.00 x 8.00 12.57 Good 09/22/16 09/29/16 7 35,000 2,780 2 Truck No. 69 11557 11558 4 x 8 12.57 Good 09/22/16 10/06/16 14 Ticket No. 8808 4 x 8 12.57 Good 09/22/16 10/20/16 28 Time 7:50 11559 4 x 8 12.57 Good 09/22/16 10/20/16 28 Unit Wtibs/cu ft 560 4 x 8 12.57 Good 09/22/16 10/20/16 28 Air Content(%) SET 2 LOCATION: SOD: Line 90 at B rTotal Unit Slump(in.) *** Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 59 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type ` Conc Temp(F) 78 M561 4.00 x 8.00 12.57 Good 09/22/16 09/29/16 7 34,000 2,700 1 Truck No. 85 M562 4 x 8 12.57 Good 09/22/16 10/06/16 14 Ticket No. 9082 11563 4 x 8 12.57 Good 09/22/16 10/20/16 28 Time 8:25 .M564 4 x 8 12.57 Good 09/22/16 10/20/16 28 Unit Wtlbs/cu ft M565 4 x 8 12.57 Good 09/22/16 10/20/16 28 Air Content(%) SET 3 LOCATION: SOD: Line 48 at G5 Total Unit Slump(in.) _ **** Lab Size ` Area Date Date r Age Load Load Fracture Air Temp.(F.) _71 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type ' Cone Temp(F) 78 M526 4.00 x 8.00 12.57 Good 09/22/16 09/29/16 7 36,000 2,860 2 Truck No. _ 69 M527 4 x 8 12.57 Good 09/22/16 10/06/16 14 Ticket No. 9086 11528 4 x 8 12.57 Good 09/22/16 10/20/16 28 Time 9:15 M529 4 x 8 12.57 Good 09/22/16 10/20/16 28 Unit Wtlbslcu ft M530 4 x 8 12.57 Good 09/22/16 10/20/16 28 AIr Content(%) *ET 4 LOCATION: SOD: Line 38 at B J. �;1 Of Massachusetts •0."# ? '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 09-22-2016 Report No. 23 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 Total Unit Slump(in.) 7, 6 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) 82 M788 4.00 x 8.00 12.57 Good 09/22/16 09/29/16 7 36,500 2,900 2 Truck No. 83 M789 4 x 8 12.57 Good 09/22/16 10/06/16 14 Ticket No. 9090 M790 4 x 8 12.57 Good 09/22/16 10/20/16 28 Time 10:15 M791 4 x 8 12.57 Good 09/22/16 10/20/16 28 Unit Wtlbs/cu ft M792 4 x 8 12.57 Good 09/22/16 10/20/16 28 Air Content(%) ET 5 LOCATION: SOD: Line D at 15 Total Unit Slump(in.) 7, 6 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 80 No.: (in.) (sq.in.) :Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 82 M531 4.00 x 8.00 12.57 Good 09/22/16 09/29/16 7 32,000 2,550 2 Truck No. 51 M532 4 x 8 12.57 Good 09/22/16 10/06/16 14 Ticket No. 9095 M533 4 x 8 12.57 Good ,09/22/16 10/20/16 28 Time 1:95 M534 4 x 8 12.57 Good 09/22/16 10/20/16 28 Unit Wt lbs/CU ft M535 4 x 8 12.57 Good 09/22/16 10/20/16 28 Air Content(%) -GENERAL REMARKS: *Midrange. Two slumps **6 1/2, 5 1/2, ***6 1/2, 5 1/2, ****6 1/2, 5 1/2. Inspector Premium Travel Name : Time Hours Time L. Villani No Max Day 2.5 Hr(s) REVIEWED BY: Bryan M. Crabtree //� FRACTURE TYPES �/((,' / ), (/.\ \ • J Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Weil-formed cone on Columnar 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 t in, running through caps, both ends,no through ends;tap commonly with cylinder is f25 mm)of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed r: : y ,;n Of Massachusetts O,� ri -The Construction Testing People' • %Val" Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-22-2016 Report No. 23 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 throught caps on otherend distinguish from Typal 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 • 7 ;1 Of Massachusetts mun r� •Vi 'The Construction Testing People" Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-22-2016 Report No. 23 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: SOD: Lines 36-49 at G.6-B, C2-D8 at 18-13 Method of Placement: ®Pump ❑Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ❑Vibrator 0 Other Other: screed 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 SPlacement Protection: ❑Thermal Blankets ❑ Heat ® None ❑ Other Slump Specification (in.) 5 +/— 1 Number of slumps out of specification reported to If rejected Approved by Remarks: S UTS of Massachusetts, Inc. Page 5 5 Rlchard.Ron Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) . Report Date 09-22-2016 Report No. 23 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA 08/22/2016 4:30 PM FAX 6085843162 CANNON ® 0004/0008 . i Of Massachusetts Inc. 4 t$i%� / `The Construction Testing ' '° Page ij DAILY REPORT / �A OF CONCRETE POUR PROJECT NAME: r(101,3060w, 1�3060 to l,, PROJECT NO.: DATE: `I a.�1(� 1 AIR TEMP.:51 TOTAL YARDS: LOCATION OF POURS Go ` Z--qui s"' 1-6 6 I Load & SlumpBatching Batching Time In Yards Concrete %of Ticket# No.of I Truck# Inches I In I Out Minutes I Temp. Ali. Cylinders 15 31007 45 .55 // , 9079 I L 69 D6A4151,65I 755 6� t( � (o LZ no% 6-4 i b s I OD A 5 0 11_133 90450 •j30 %10 I Lib " Lel 9O1/ $5 %/aI73(9 cis sq "55 lid 96$ 5-r) 5 151 1 " VI° 660 ill g, `13t1 • 1`63 155 %5 ° 5c77 • 9083 153 17-A 1s5 35 I.r elg 90$1/ . l6b i Ii qi yE lb97Sq 9oZ.s il LI I MI I P-o _ ''Io l 1nO 7 `�j " I • 4034 5-C, , 65 I ' 7_I gni $ 5 j Y °.5 c�� 5 II .j32 90f1 s7 1 R)-O jO°v to 11. 143 1017 `43 11/6 in Ott- 60 It ►5a iso 9f) s-p I ss R 1035 /I " 005901 15 I 6y _LOWk b5 In 114 `'09Z • 155 1 /035 iz os 9 Q IM i$ gbq,3 !J INSPECTOR: Lpw VI ill A)41 REMARKS3O/ Mrs? At _ UTS of Massachusetts, Inc. Page 6 5,Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 09-22-2016 Report No. 23 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA 09'22/2018 4:30 PM FAX 5085863182 CANNON ® 0003/0008 L. sss lOfMassachusettsInc. lur 04 iet the Construction Testing a Pager f-•6 �'� DAILY REPORT OF CONCRETERETPOUR PROJECT NAME:` PI/bad 01i�./lla VO{yt�'l PROJECT NO.: DATE: Olry"L//4 AIR TEMP.: TOTAL YARDS: ri `^�/ LOCATION OF POUR:SOD it 36 —1/FG 6.6-6 .. c2...-0% 641%-o . Load & Slump Batching Batching Time In Yards Concrete % of Ticket No.of Truck# I In hes In Out Minutes Temp. Air _ Cylinders 16 I P-35 art' 115 j! ,gi &z .90951 .S-E 15 • I I I - 1 I I I I I i • I I I I I I i I I • 1 I • 1, 1 INSPECTOR: OL., V`IIAtf REMARKS30/l AO 41$)P, ,sr.). Of Massachusetts `,' �ti 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 09-22-2016 Report No. 23 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: 5 I CUBIC YARDS: 198 SET 1 LOCATION: SOD: Line 38 at C Total Unit Stump(In.) ** Lab Size Area Date Date - Age Load Load Fracture Air Temp.(F.) 58 No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 76 M556 4.00 x 8.00 12.57 Good 09/22/16 09/29/16 7 35,000 2,780 2 Truck No. 64 M557 4.00 x 8.00 12.57 Good 09/22/16 10/06/16 14 46,000 3,660 1 Ticket No. 8808 M558 4.00 x 8.00 12.57 Good 09/22/16 10/20/16 28 54,000 4,300 1 Time 7:50 M559 4.00 x 8.00 12.57 Good 09/22/16 10/20/16 28 53,500 4,260 2 Unit wtlbs/cu ft 0 4.00 x 8.00 12.57 Good 09/22/16 10/20/16 28 56,000 4,460 1 Air Content(%) SET 2 LOCATION: SOD: Line 40 at B Total Unit Slump(in.) *** Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 59 No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 78 M561 4.00 x 8.00 12.57 Good 09/22/16 09/29/16 7 34,000 2,700 1 Truck No. 85 M562 4.00 x 8.00 12.57 Good 09/22/16 10/06/16 14 44,000 3,500 1 Ticket No. 9082 M563 4.00 x 8.00 12.57 Good 09/22/16 10/20/16 28 56,000 4,460 1 Time 8:25 ,M564 4.00 x 8.00 12.57 Good 09/22/16 10/20/16 28 57,000 4,530 2 Unit wtlbs/tuft M565 4.00 x 8.00 12.57 Good 09/22/16 10/20/16 28 58,500 4,650 1 Air Content(%) SET 3 LOCATION: SOD: Line 48 at G5 Total Unit Slump(in.) **** Lab Size Area Date - Date Age Load Load Fracture Air Temp.(F.) 71 No. (In.) (sq.In.) Condition Cast Tested , Days (lbs.) (psi.) Type Conc Temp(F) 78 M526 4.00 x 8.00 12.57 Good 09/22/16 09/29/16 7 36,000 2,860 2 Truck No. 64 M527 4.00 x 8.00 12.57 Good 09/22/16 10/06/16 14 48,000 3,820 2 Ticket No. 9086 M528 4.00 x 8.00 12.57 Good 09/22/16 10/20/16 28 60,000 4,770 1 Time 9:15 M529 4.00 x 8.00 12.57 Good 09/22/16 10/20/16 28 58,000 4,610 2 Unit Wtlbs/cu h LM530 4.00 x 8.00 12.57 Good 09/22/16 10/20/16 28 59,500 4,730 1 Air Content(%) •T 4 LOCATION: SOD: Line 38 at B r.- ,‘t f" Of Massachusetts ..--. ikw„t 11itt,Ils-' The Construction Testing People .! !i Paget • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 09-22-2016 Report No. 23 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 "'.Total Unit Slump(in.) 7, 6 Lab Size Area Date Date ,' Age Load Load Fracture Air Temp.(F.) 75 No., (in.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Cone Temp(F) 82 M788 4.00 x 8.00 12.57 Good 09/22/16 09/29/16 7 36,500 2,900 2 Truck No. 83 M789. 4.00 x 8.00 12.57 Good 09/22/16 10/06/16 14 50,000 3,980 1 Ticket No. 9090 M790 4.00 x 8.00 12.57 Good 09/22/16 10/20/16 28 51,000 4,060 1 Time 10:15 M791 4.00 x 8.00 12.57 Good 09/22/16 10/20/16 28 53,000 4,220 - 2 Unit Wtlbs/cu ft M792 4.00 x 8.00 12.57 Good 09/22/16 10/20/16 28 54,000 4,300 1 Air Content %) SET 5 LOCATION: SOD: Line D at 15 Total Unit Slump(In.) 7, 6 Lab Size Area Date Date Age Load Load Fracture. Air Temp.(F.) 8o No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 82 M531 4.00 x 8.00 12.57 Good 09/22/16 09/29/16 7 32,000 2,550 2 Truck No. 51 M532 4.00 x 8.00 12.57 Good 09/22/16 10/06/16 14 43,000 3,420 2 Ticket No. 9095 M533 4.00 x 8.00 12.57 Good 09/22/16 10/20/16 28 51,000 4,060 1 Time 1:45 M534 4.00 x 8.00 12.57 Good 09/22/16 10/20/16 28 53,000 4,220 2 Unit Wtlbs/cu ft M535 4.00 x 8.00 12.57 Good 09/22/16 10/20/16 28 54,000 ' 4,300 1 Air Content(%) 'GENERAL REMARKS: •Midrange. Two slumps **6 1/2, 5 1/2, ***6 1/2, 5 1/2, ****6 1/2, 5 1/2. Inspector Premium Travel Name Time " Hours . Time L. Villanl No Max Day 2.5 nr(s) REVIEWED BY: Bryan M. Crabtree /Q/�wfie FRACTURE TYPES / / XX A A IC; \ / 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 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 pil • L1 1.14! Is Of Massachusetts it at li ill, 'The Construction Testing People' 1.�, rr Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report -Concrete Report Date 09-22-2016 • Report No. 23 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 • throught caps on other end distinguish hom Typal 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 • N �,j Of Massachusetts 1. 2L`y, The Construction Testing People' �� W".4.-e' Page 4 • 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)7814384218(Fax) Compressive Strength Report - Concrete Report Date 09-22-2016 Report No. 23 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: SOD: Lines 36-49 at G.6-B, C2-D8 at 18-13 Method of Placement: ®Pump 0 Chute Discharge 0 Bucket ❑Other Other: Method of Concrete Consolidation: 0 Vibrator El Other Other: screed 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.) 5 +1- 1 Number of slumps out of specification reported to if rejected Approved by Remarks: • I.� ` ,- - ;l Of Massachusetts �y�.. i 'The Construction Testing People' `` 1,0' -Page 1 sew- 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-22-2016 Report No. 23 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: 5 I CUBIC YARDS: 198 SET I LOCATION: SOD: Line 38 at C :Total !.Unit Slump(in.) ** Lab Size - Area ;; Date Date Age Load Load Fracture Air Temp.(F.) 58 No. (in.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type +.. Cone Temp(F) 76 M556 4.00 x 8.00 12.57 Good 09/22/16 09/29/16 7 35,000 2,780 2 Truck No. 69 1.1557 4.00 x 8.00 12.57 Good 09/22/16 10/06/16 14 46,000 3,660 1 Ticket No. 6808 1.1558 4 x 8 12.57 Good 09/22/16 10/20/16 28 Time 7:50 559 4 x 8 12.57 Good 09/22/16 10/20/16 28 Unit Wtlbs/CU R 560 4 x 8 12.57 Good 09/22/16 10/20/16 28 Alr Content(%) SET 2 LOCATION: SOD: Line 90 at B Total Unit Slump(in.) *** Lab Size Area Date _ Date ',Age Load Load Fracture Air Temp.(F.) 59 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type ! Conc Temp(F) 78 M561 4.00 x 8.00 12.57 Good 09/22/16 09/29/16 7 34,000 2,700 1 Truck No. 85 M562 4.00 x 8.00 12.57 Good 09/22/16 10/06/16 14 44,000 3,500 1 Ticket No. 9082 M563 4 x 8 12.57 Good 09/22/16 10/20/16 28 Time 8:25 .M564 4 x 8 12.57 Good 09/22/16 10/20/16 28 Unit Wtibs/cu ft M565 4 x 8 12.57 Good 09/22/16 10/20/16 28 Air Content(% SET 3 LOCATION: SOD: Line 98 at G5 Total ' Unit �Slump(in.) **** Lab size Area - Date ' Date Age „ Load Load Fracture Air Temp.(F.) 71 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Cone Temp(F) 78 M526 4.00 x 8.00 12.57 Good 09/22/16 09/29/16 7 36,000 2,860 2 Truck No. 69 M527 4.00 x 8.00 12.57 Good 09/22/16 10/06/16 14 48,000 3,820 2 Ticket No. 9086 M528 4 x 8 12.57 Good 09/22/16 10/20/16 28 Time 9:15 M529 9 x 8 12.57 Good 09/22/16 10/20/16 28 Unit Wtlbs/cu ft M530 9 x 8 12.57 Good 09/22/16 10/20/16 28 Air Content(%) •ET 4 LOCATION: SOD: Line 38 at B i. r;--` ws �� 4. ./.11,' • Of Massachusetts L mi Le-4 'The Construction Testing People' Page2 \ I 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-22-2016 Report No. 23 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 7, 6 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) 82 14788 9.00 x 8.00 12.57 Good 09/22/16 09/29/16 7 36,500 2,900 2 Truck No. 83 M789 9.00 x 8.00 12.57 Good 09/22/16 10/06/16 19 50,000 3,980 1 Ticket No. 9090 M790 4 x 8 12.57 Good 09/22/16 10/20/16 28 Time 10:15 14791 4 x 8 12.57 Good 09/22/16 10/20/16 28 Unit Wt lbs/cu ft M792 4 x 8 12.57 Good 09/22/16 10/20/16 28 Aft Content(%) ET 5 LOCATION: SOD: Line D at 15 .Total Unit Slump(in.) 7, 6 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 80 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Cone Temp(F) 82 M531 4.00 x 8.00 12.57 Good 09/22/16 09/29/16 7 32,000 2,550 2 Truck No. 51 14532 9.00 x 8.00 12.57 Good 09/22/16 10/06/16 14 93,000 3,420 2 Ticket No. 9095 M533 4 x 8 12.57 Good 09/22/16 10/20/16 28 Time 1:45 M534 4 x 8 12.57 Good 09/22/16 10/20/16 28 Unit Wtlbs/cu ft M535 4 x 8 12.57 Good 09/22/16 10/20/16 28 Air Content(%) -GENERAL REMARKS: *Midrange. Two slumps **6 1/2, 5 1/2, ***6 1/2, 5 1/2, ****6 1/2, 5 1/2. inspector .; -Premium Travel Name Time Hours Time L. Villani No Max Day 2.5 Hr(s) REVIEWED BY: Bryan M. Crabtree g ///� FRACTURE TYPES / �/�(' / � \( / / N 1 'I f • Y / 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 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 wall-formed cones with hammer to unbonded caps) pointed �� ,. �;1 Of Massachusetts +aivy, 'The Construction Testing People" N-eir.tef Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-22-2016 Report No. 23 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 throught caps on other end distinguish from Typal 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 • • 111 �; Of Massachusetts L la/OF , � / 'The Construction Testing People' • " ' Page 4 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-22-2016 Report No. 23 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: SOD: Lines 36-99 at G.6-B, C2-D8 at 18-13 Method of Placement: ®Pump 0 Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: 0 Vibrator ® Other Other: screed 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.) 5 +/- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: 0 • J UTS of Massachusetts, Inc. Page 5 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 09-22-2016 Report No. 23 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA 00/22./2018 4.30 P9 FAX 5083843182 CANNON a 0004/0008 -- r s. • ,; a4®f Massachusetts Inc. %Valii gb "The Construction Testing People Page#1 (. %`+'F. DAILY REPORT`OF CONCRETE POUR PROJECT NAME:_11 IEW000 fAVARc.4101t{Y�, PROJECTNO.: " DATE: t Ia i l k AIR TEMP.:,50 TOTAL YARDS: LOCATION OF POURS OO Z)- 5 0.' �'-6 • I Load & Slump Batching Batching Time InYards Concrete % of Ticket# No. of ' Truck# Inches In Out Minutes I Temp. Alr Cylinders 5 3 . , . 65° 7 45 55 ll , 9079 • 169 '0%/651 755 6 t ' z2, � (0 wolf , 5-A _1 (0 5 I 1 " Q05 0I133 90$6 i 1v� - go In Ley 901(/$5 1:55)41136 (63$ Sq 11'55 Ili 96$2 5-6 S 15-1 I746 gio 4o II' 6C sca11 IS 3 155 %-s ° 55 4 77 • R0331 53 `dzp er5 3 5 11cis. i I 96$11 109 id, i ill qi° I .I I" 99 9o'ts 3 l 1� I act301 411° '7 ) 1" /10 71 • 90114 .5 l�/ ID lbs l'iSo a3D Li 0 '117-1 90l] $ 5 � q 05( ,5° , a5 II j3_ 90$1 .57 I R'-° /0°D ,./0 11.183 9019 �3 76 ?3.2- ibzt 60 " iM to Qago s-p 153 1 Rl 1035 Ti II L65 9a 15 GLI JO'0 )3 b5 hie ?VIZ • 1 i5 1 )035 /zips 90 Ili 61 90413 27 INSPECTOR: LpU V jIIII)tlREMARKS:004 mip S1c, , . UTS of Massachusetts, Inc. Page 6 5 Richardson Lane,Stoneham,MA 02180 781438.7755(Voice)781-438-6216(Fax) • Report Date 09-22-2016 Report No. 23 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA 09122/2016 1:30 PM FAX 5085843162 CANNON lit 0005/0008 • . k Neill CM Massachusetts Inc.t: in s 0,41:0�/ The Construction Testing Page; h 6 DAILY REPORT/ OF CONCRETERETPOUR PROJECT NAME:Ia pk1wadO t.i./AamiizIl PROJECT NO.: DATE: 9/it/Jb AIR TEMP.:$6 TOTAL YARDS: /I LOCATION OFiPOUR:SOP Gi � �O ®et A � . Load & ( Slump Batching Batching Time In Yards Concrete %of Ticket# No.of Truck# I hes In Out Minutes Temp. Air Cylinders 161 i -35 a-ue 15 11iRr i3 q0(75 5-E- 15 • iI i I 1 I i FI . I I 3 INSPECTOR: (.. REMARKS::304 Pf ID Ain Q L „ s Of Massachusetts III 0-1::419/• 'The Construction Testing People' -Page 1 IIII Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Steel Inspection Report Report Date 09-22-2016 Report No. g Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting WEATHER: TIME: 10:30 AM CONTACT:mit ch 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 Name lime Hours - lime Ondrea Flaherty-Lyons No Min Day 2.5 Hr(s) REVIEWED BY: William P. Crabtree Q� W�T 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 Accounts Payable Liana Dahnke 4111 UTS of Massachusetts, Inc. Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 09-22-2016 Report No. a Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment west Yarmouth, MA • • i U 5 Richardson Lane T of Massachusetts Inc. Stoneham,MA S • 781-438-7755 Project:Maplewood Memory Care Inspector.A.Flaherty-t yons Contact:Mitch Finn-NEI Date:9-22-16 • 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 Building,second/roof Level Framing,dwgs.,S2.0,S3.0,S5.1,and S4.1, lines 1-36 at 0.6414,49-36 at A-C: a) A325 %" bolts in 2 locations are in process; a re-inspection to be performed upon completion. b) A490 1" T.C. type bolts were tensioned, torqued, complete and acceptable. c) Brace connection welds were found complete and acceptable (dwg. S-4.1). d) Beam to beam connections were found complete and acceptable. e) Beam to column connections were found complete and acceptable. f) Bar joist placement and welded connections were found complete and acceptable. g) Tie joist connections were found complete and acceptable. h) Bridging was found complete and acceptable. i) Bottom plate at top flange bolted connections were found complete and acceptable. j) RTU framing was found complete and acceptable. k) Roof deck placement was found complete and acceptable. 1) Puddle welds ('/s)were found to be in process; a re-inspection to be UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-8218(Fax) • Report Date 09-22-2016 Report No. 8 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA • performed upon completion. m)#10 fasteners were found in process; a re-inspection to be performed upon completion. n) Upper roof steel and connections were found to be in process; a re-inspection to be performed upon completion. These observations were discussed with Mr.Finn prior to departure. • • • • • r! � . �; Of Massachusetts �� ni ,7? 'The Construction Testing People Page 1 'irS' 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Steel Inspection Report Report Date 09-15-2016 Report No. 7 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NEI General Contracting WEATHER: TIME: 1:00 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 Hr(s) REVIEWED BY: William P. Crabtree ) r 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 Accounts Payable Liana Dahnke 4111 UTS of Massachusetts, Inc. Page 2 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) • Report Date 09-15-2016 Report No. 7 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA 5 Richardson Lane I.j MA T of Massachusetts Inc. Stoneham, .S 781-438-7755 Project:Maplewood Memory Care Insoector A Flah ,r1y-L vons Contact:Mitch Finn-NEI Date:9-15-16 • 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.SI.0,S2.0,S5.1,and S4.1,lines 49-36 at G.6-D.4,49-36 at A-C: a) Anchor bolts with nuts and washers, were found to be complete and acceptable(dwg.S5.1,detail P2). b) Anchor bolts/welded plates were found to be complete and acceptable (dwg.S5.1,detail P2). c) A490 1" T.C. type bolts were tensioned, torqued, complete and acceptable. d) Brace connection welds were found to be complete and acceptable (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. -'UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781438-6216(Fax) Report Date 09-15-2016 Report No. 7 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA k) °h"puddle welds were found complete and acceptable. . 1) Deck support placement was found complete and acceptable. m)Shear stud installation was found complete and acceptable. These observations were discussed with Mr.Finn prior to departure. • • • • Ll `'Till Of Massachusetts Ltri � 7 'The Construction Testing People' `+ er" Pagel 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781.438-6216(Fax) Compressive Strength Report -Concrete Report Date 09-13-2016 Report No. 21 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: 17 SET 1 LOCATION: Mechanical room, column line 41 at A 1H Total Unit Slump(in.) 6 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) 80 H236 4.00 x 8.00 12.57 Good 09/13/16 09/20/16 7 32,000 2,550 2 Truck No. 57 H237 4.00 x 8.00 12.57 Good 09/13/16 09/27/16 14 38,500 3,060 2 Ticket No. 8991 H238 4.00 x 8.00 12.57 Good 09/13/16 10/11/16 28 49,000 3,900 1 Time 2:10 239 4.00 x 8.00 12.57 Good 09/13/16 10/11/16 28 51,000 4,060 2 Unit Wtlbs/cu ft 40 4.00 x 8.00 12.57 Good 09/13/16 10/11/16 28 52,000 4,140 1 Air Content(%) 5.2 GENERAL REMARKS: Inspector - Premium - Travel Name "Time Hours Time Dave Mussulli No .REVIEWED BY: Bryan M. Crabtree ///� FRACTURE TYPES �/((' \ X X //c fix\ i, \) \ 7, / Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Weil-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/utsofmass.com for more information. , 1. , ;i Of Massachusetts )) �`�«` i 'The Construction Testing People' re-, ! i Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 09-13-2016 Report No. 21 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 • 4111 is•—. 1 Let, ."i Of Massachusetts I ^ �7 'The Construction Testing People' Pages. • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) Compressive Strength Report-Concrete Report Date 09-13-2016 Report No. 21 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: Mechanical room, column lines 41-48 at A-B Method of Placement: 9 Pump 0 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: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer 9 Field ❑ Other •acement 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 781-438-7766(Voice)781-438-6216(Fax) Report Date 09-13-2016 • Report No. 21 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West.Yarmouth, MA . Sep141612:20p LynneMussulli 6084763199 p.8 I - ,` ,.....-a Of Massachusetts Inc. � er��tiy :`..M/ `The Construction TestingPeoples� I �+F� Page# J DAILY REPO/RT OF CONCRETE POUR PROJECT/�NAME:it tet u��•r.-. ,/ PROJECT NO..: DATE: q ' 13 ' U r { '�AIR TEMP.: 26 • TOTAL YARDS: / LOCATION OF POUR: t(1.y : ►At% Load & Slump Batching Batching I Time In Yards Concrete %of Ticket# I No.of Truck# Inches In Out i Minutes Temp. Air Cylinders 6-7 10 a•a8 tato S.5 995Y ; S L7 13 13 3 :0 X0'1 rh Boa 215-- ' • I • I INSPECTOR: 7/// /1211_, - REMARKS: • 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438.5216 N LOtitilik ,. .111 Of Massachusetts l 11 7 'The Construction Testing People' N+ !i -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) Compressive Strength Report- Concrete Report Date 09-13-2016 Report No. 2 0 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: 6 I CUBIC YARDS: 297 SET 1 LOCATION: Slab on grade, column line G at 3 Total Unit Slump(In.) 6 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 61 No. (In.) (sq.In.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 75 11082 4.00 x 8.00 12.57 Good 09/13/16 09/20/16 7 32,500 2,590 2 Truck No. 56 H083 4.00 x 8.00 12.57 Good 09/13/16 09/27/16 14 42,500 3,380 1 Ticket No. 8765 H084 4.00 x 8.00 12.57 Good 09/13/16 10/11/16 28 59,000 4,690 1 Time 7:20 H085 4.00 x 8.00 12.57 Good 09/13/16 10/11/16 28 60,500 4,810 2 UnitWtibs/cu ft 6 4.00 x 8.00 12.57 Good 09/13/16 10/11/16 28 58,000 4,610 1 Air Content(%) SET 2 LOCATION: Slab on grade, column line F.5 at 6 -Total Unit Slump(in.) 6 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F,) 62 No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) . Type Conc Temp(F) 74 H197 4.00 x 8.00 12.57 Good 09/13/16 09/20/16 7 33,000 2,630 1 Truck No. 57 H198 4.00 x 8.00 12.57 Good 09/13/16 09/27/16 14 39,500 3,140 1 Ticket No. 8967 H199 4.00 x 8.00 12.57 Good 09/13/16 10/11/16 28 53,000 4,220 1 Time 8:15 .H200 4.00 x 8.00 12.57 Good 09/13/16 10/11/16 28 55,000 4,380 2 Unit Wtlbs/cu ft H201 4.00 x 8.00 12.57 Good 09/13/16 10/11/16 28 56,000 4,460 1 Air Content(%) SET 3 LOCATION: Slab on grade, column line F at 15 Total - Unit Slump(in.) 6 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 74 No: (In.) (sq.In.) Condition Cast. Tested Days (lbs.) (psi.) Type Cone Temp(F) 74 H077 4.00 x 8.00 12.57 Good 09/13/16 09/20/16 7 35,000 2,780 1 Truck No. 56 H078 4.00 x 8.00 12.57 Good 09/13/16 09/27/16 14 44,000 3,500 2 Ticket No. 8769 H079 4.00 x 8.00 12.57 Good 09/13/16 10/11/16 28 58,000 4,610 1 Time 9:10 H080 4.00 x 8.00 12.57 Good 09/13/16 10/11/16 28 61,000 4,850 2 Unit Wtlbs/cu ft H081 4.00 x 8.00 12.57 Good 09/13/16 10/11/16 28 60,500 4,810 1 AlrContent(%) IIFT 4 LOCATION: Slab on grade, column line E.5 at 22 Lt�i`} !_L Of Massachusetts ,. [skid+ 0.� 'The Construction Testing People' 'West' Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 09-13-2016 Report No. 20 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 Total -Unit Slump(in.) 61/2 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) 74 H231 4.00 x 8.00 12.57 Good 09/13/16 09/20/16 7 31,000 2,470 1 Truck No. 61 81132 4.00 x 8.00 12.57 Good 09/13/16 09/27/16 14 37,500 2,980 1 Ticket No. 87770 8233 4.00 x 8.00 12.57 Good 09/13/16 10/11/16 28 45,000 3,580 1 Time 10:00 H234 4.00 x 8.00 12.57 Good 09/13/16 10/11/16 28 47,000 3,740 2 Unit Wtlbs/cu ft H235 4.00 x 8.00 12.57 Good 09/13/16 10/11/16 28 46,000 3,660 1 Air Content(%) SET 5 LOCATION: Slab on grade, column line E at 30 Total Unit Slump(In.) 6 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) 76 0865 4.00 x 8.00 12.57 Good 09/13/16 09/20/16 7 36,000 2,860 2 Truck No. 61 G866 4.00 x 8.00 12.57 Good 09/13/16 09/27/16 14 44,000 3,500 2 Ticket No. 8981 0867 4.00 x 8.00 12.57 Good 09/13/16 10/11/16 28 62,000 4,930 1 Time 11:40 G868 4.00 x 8.00 12.57 Good 09/13/16 10/11/16 28 61,500 4,890 2 Unit Wtlbs/cu ft G869 4.00 x 8.00 12.57 Good 09/13/16 10/11/16 28 61,000 4,850 1 Air Content(%) 'SET 6 LOCATION: Slab on grade, column line D.5 at 34 Total Unit Slump(In.) 6 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) 74 8097 4.00 x 8.00 12.57 Good 09/13/16 09/20/16 7 31,500 2,510 2 Truck No. 55 8098 4.00 x 8.00 12.57 Good 09/13/16 09/27/16 14 42,000 3,340 2 Ticket No. 8977 H099 4.00 x 8.00 12.57 Good 09/13/16 10/11/16 28 56,000 4,460 2 Time 10:30 H100 4.00 x 8.00 12.57 Good 09/13/16 10/11/16 28 59,000 4,690 1 Unit Wtlbs/cu ft H101 4.00 x 8.00 12.57 Good 09/13/16 10/11/16 28 58,500 4,650 2 Air Content(%) GENERAL REMARKS: Inspector Premium - - Travel Name _ Time Hours Time Ed Back0fner No Max Day 2.5 Hr(s) • Dave Mussulli No Max Day 2.5 Hr(s) REVIEWED BY: Bryan M. Crabtree glide : �� . r i Of Massachusetts . "r 'i "The Construction Testing People' fir r Page 3 5 Richardson Lane,Stoneham,MA 02160 781.438.7755(Voice)781-4384216(Fax) • Compressive Strength Report-Concrete Report Date 09-13-2016 Report No. 2 0 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 • FRACTURE TYPES \ j � ' ) \ \ / 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 ceps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reportsOutaofmass.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 4110 ; ,,,"a Of Massachusetts Mk t 7 del 'The Construction Testing People' Page 4 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 0 9-13-2016 Report No. 2 0 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: Mechanical room, first floor, column lines 1-36 at G6-D4 Method of Placement: ®Pump 0 Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylindef 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 • 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 5 5hlchardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) 41 Report Date 09-13-2016 Report No. 20 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 . Attachment West Yarmouth, MA I - aOf L ni ry'�1 Of Massachusetts Inc. ,s:Hun��aThe Construction Testing people Page t Ned' DAILY REPORT OF CONCRETE POUR PROJECT NAME: /// el /G45--:1-/ PROJECT NO.: DATE: , ." - ' '• AIR TEMP.: 6/ TOTAL YARDS: a97 LOCATION OF POUR: $ 6 Co Load & Slump Batching Batching Time In Yards Concrete%of Ticket 4 No.of ' Truck# Inches In Out Minutes Temp. Air Cylinders . &;T' 7 ss G3 1.'4 I 8763 - • C, .. .(Y LP; % 7; ..'J 6f "/'^- / i 755 i+ _c 72 '?, -3 r5,53 53 I /7 1^-94)- i 2 r? :O s?! D CEJ I /R. b964 i 7 l g ;.q ')3 I''::;;; r7ti 'P:467 '3-.5 • .Cr -7 9.11 1 ?3 • 27,..1 13:c J18 73 / ' 894;0 (,a lavgb59 , A/9 8768 1570ii Ig )9 ¶ ( ' &/ `a 2s, . ?Rog @- s 1_6-7 ?;a9 9r'c0 51 '%%29291 - r'•iYos_ 992-2 7 go-c9 9,,.D 5-g '/,�� 8973 k 4v 1 ti) . . ‘ 52 g 69 702 ': c.'7 79 97Z ,�-s � 1 q : iI L7 /2,-z) 5-6-7,L e l f l9 INSPECTOR: Y- /�//..Ji�.f.r./..;, REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-8216 94 • 661£9Lt909 pineenyleuuA1 deFZ1911,1 des UTS of Massachusetts, Inc. Page-6 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) )• Report Date 09-13-2016 • Report No. 20 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA • nC".µ-v4 Of Massachusetts Inc. *$tW 1 ` e Construction Testing People" Page# - DAILY REPORT OF CONCRETE POUR i • NAME: PROJECT llA .a/ PROJECT NO.: DATE: q 1 1 3. I L, AIR TEMP.: 7/ TOTAL YARDS: 6)97 LOCATION OF POUR: I :14- Finnr (12-../ •+r 3[, g(0%174 Load & Slump Batching I Batching Time In Yards Concrete %of Ticket# No.of ' Truck# Inches In Out Minutes Temp. Air Cylinders i (P n 4t,q 1 /s S 5-; 11//91) 9971 5c- L '/a 9t S /o50 5T 79 8177 F S • 57 q13'2 m-s/o 77 1424 x'773 .. .. 6 F ID:O - II: 16 63 '/?3/ S9 • oZ10;13 ! hart 7 '.9aya- %9 492 /o o' //,"lo 76 1" °.�"2Oct, 6/ 7,,4 /ofy`o !; ,, 7. 1 71111 7L, . • "901 J•_5, is--- _ 1I ,o ia.. la 6 7 I t%7s 8983" (( ice I !'NM ' r 76 e9F6, 094 z.. G7 )1 ; )g 62•4.Y3 2'5 >114y7 89e ; • 1 INSPECTOR' .g• e>4- L✓/11�yf/.1 70.- REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax 1781) 438.8216 0'd 66189L4809 IOnssnn euwtl detzt st tides I or,.l. L J. � 14-41 Of Massachusetts ,� :' • .. 1 'The Construction Testing People' � Ij -Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-13-2016 Report No. 20 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: 6 I CUBIC YARDS: 297 SET I LOCATION: Slab on grade, column line G at 3 Total Unit Slump(in.) 6 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 61 No.. (in.) (sq.In.) Condition Cast Tested Days (Ibs.) (Psi.) Type ' Conc Temp(F) 75 H082 4.00 x 8.00 12.57 Good 09/13/16 09/20/16 7 32,500 2,590 2 Truck No. 56 8083 4 x 8 12.57 Good 09/13/16 09/27/16 19 Ticket No. 8765 411/fr 11089 4 x 8 12.57 Good 09/13/16 10/11/16 28 Time 7:20 H085 4 x 8 12.57 Good 09/13/16 10/11/16 28 Unit Wtlbs/Cu ft 086 4 x 8 12.57 Good 09/13/16 10/11/16 28 AlrContent(%) SET 2 LOCATION: Slab on grade, column line F.5 at 6 Total Unit Slump(in.) 6 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 62 No. (in.) ` (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type " Conc Temp(F) 74 H197 4.00 x 8.00 12.57 Good 09/13/16 09/20/16 7 33,000 2,630 1 Truck No. 57 8190 4 x 8 12.57 Good 09/13/16 09/27/16 14 Ticket No. 8967 H199 4 x 8 12.57 Good 09/13/16 10/11/16 28 Time 8:15 r11200 4 x 8 12.57 Good 09/13/16 10/11/16 28 Unit Wtibs/eu ft 11201 4 x 8 12.57 Good 09/13/16 10/11/16 28 Air Content(°/a) SET 3 LOCATION: Slab on grade, column line F at 15 -.Total Unit Slump(in.) 6 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 74 No. (in.) '(sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Cone Temp(F) 74 8077 4.00 x 8.00 12.57 Good 09/13/16 09/20/16 7 35,000 2,780 1 Truck No. 56 H078 4 x 8 12.57 Good 09/13/16 09/27/16 14 Ticket No. 8769 8079 4 x 8 12.57 Good 09/13/16 10/11/16 28 Time 9:10 11080 4 x 8 12.57 Good 09/13/16 10/11/16 28 Unit Wtlbs/cu ft H081 4 x 8 12.57 Good 09/13/16 10/11/16 28 Air Content(%) •ET 4 LOCATION: Slab on grade, column line E.5 at 22 llt1 �. �. �,l Of Massachusetts �� lir w • itri 1 'The Construction Testing People' �1Ij Paget 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-13-2016 Report No. 20 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 West Yarmouth, MA Contractor NE/ General Contracting . Concrete Co. Cape Cod Ready Mix • Total Unit Slump(In.) 6 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) 79 8231 4.00 x 8.00 12.57_ Good _ 09/13/16 09/20/16 7 31,000 2,470 1 Truck No. 61 8232 4 x 8 12.57 Good _ 09/13/16 09/27/16 14 Ticket No. 87770 8233 4 x 8 12.57 Good 09/13/16 10/11/16 28 Time 10:00 H234 4 x 8 12.57 Good 09/13/16 10/11/16 28 Unit Wt lbs!cu ft H235 4 x 8 _ 12.57 Good 09/13/16 10/11/16 28 - Alr Content(%) ET 5 LOCATION: Slab on grade, column line E at 30 Total Unit Slump(in.) 6 1/2 Lab Size Area Date Date Age Load Load Fracture Alr Temp.(F.) 79 No. (in.) !(sq.in.) Condition Cast .: Tested Days (lbs.) (psi.) Type Conc Temp(F) 76 G865 4.00 x 8.00 12.57 Good 09/13/16 09/20/16 7 36,000 2,860 2 Truck No. 61 G866 4 x 8 12.57 Good 09/13/16 09/27/16 14 Ticket No. 8981 G867 4 x 8 12.57 Good 09/13/16 10/11/16 28 Time 11:90 G868 4 x 8 12.57 Good 09/13/16 10/11/16 28 Unit Wtlbs/CU ft G869 4 x 8 12.57 Good 09/13/16 10/11/16 28 AIr Content(%) 'SET 6 LOCATION: Slab on grade, column line D.5 at 39 - Total Unit Slump(in.) 6 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 `: Conc Temp(F) 79 H097 4.00 x 8.00 12.57 Good 09/13/16 09/20/16 7 31,500 2,510 2 Truck No. 55 H098 4 x 8 12.57 Good 09/13/16 09/27/16 14 Ticket No. 8977 8099 4 x B 12.57 Good 09/13/16 10/11/16 28 Time 10:30 8100 4 x 8 12.57 Good 09/13/16 10/11/16 28 _ _ Unit Wtlbs/cu ft 8101 4 x 8 12.57 Good 09/13/16 10/11/16 28 Air Content(%) GENERAL REMARKS: Inspector Premium Travel al, Name Time '' Hours . Time d Sackofner No Max Day _ _2.5 Hr(s) Dave Mussulli No Max Day 2.5 arts) REVIEWED BY: Bryan M. Crabtree ^iffe' is Of Massachusetts t� t r ? 'The Construction Testing People' • %yey Page 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 09-13-2016 Report No. 20 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 FRACTURE TYPES \ Ii);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 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. 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� ,• w4...1111 Of Massachusetts �� :` 1 'The Construction Testing People" • ,. ' Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-13-2016 Report No. 20 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: Mechanical room, first floor, column lines 1-36 at G6-D9 Method of Placement: ®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: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer 0 Field •❑ Other Placement Protection: 0 Thermal Blankets ❑ Heat 0 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 5 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) • Report Date 09-13-2016 Report No. 20 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA 1 • ii,s4r4 Of Massachusetts Inc. . 7ry1: %�w'�ar/ aThe Construction Testing le Page# � _ DAILY REPORT OF CONCRETE POUR __ _PROJECT NAME: i.:-% iia* ti-e-)-2-7 PROJECT NO.: DATE: AIR TEMP.: 4/ TOTAL YARDS: eQ97 LOCATION CF POUR: $ 6 Co 1 TLoadruck&# I SlumpInches BInatching BatchingOut MinTimeutes TIn Yards Concrete I %Air of Ticket# No.of Cylinders I_ 7.-r1 G:: los G3 1-j, I 83 . G •3 (y' g dig , ;4 ..( 9 R J i ft I . 3.\, s 13 z. - `3,4 7 3 if'. (0a -7 a2 q,Cc 0 >:(;) I 07681 1 V1 I ,7V� , . , , Ra ' ��n • I • 0991 5-to ! 18 )9 1 Is' 6)/ t7 7Y gf7C°9 1 5 � 75 1 y->.pGr 51 ''k 297/ 702 &Aia 19, 5D Se' ''/A7-4 g3.973I Lip ,'Y Q 1571/0 09 7,9 ;v,,- 79 e77O ,J-s `7 / "I : )i5 /AZ 5-1 •;12t, e5.179- • ' (oat ¶53 / " 6a '5r7 gsli cc INSDECTOR: Y•16' � 11/��Ji:-71... REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 9'd 66 L69L17909 glnnnv 9uu6l d6LZL 9L PL des UTS of Massachusetts, Inc. Page 6 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 09-13-2016 Report No. 20 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Attachment e.e., ,;:': Of Massachusetts Inc. <MIS�,,, fl Construction Testing PeopW Page DAILY REPORT OF CONCRETE POUR f PROJECT qNAME: /i1.0 "12 -029--)el PROJECT NO.: DATE: i 13• I L0 1 A AIR TEMP.: 7.10/ TOTAL YARDS: j< LOCATION OF POUR: 114- Pinar L-1 -s'3 L c it/n(I- Load & Slump Batching i Batching Time In ' Yards Concrete %of Tickets I No.of ' Truck R I Inches I In I Out Minutes I Temp. I Air I Cylinders I 6n IQ•,1 ) 1/a3 531`tf? I 997*' I is 3 (io;oa II. Ie I /,2 '43/ 25* 7A I 110.131 11; act -m '.,G7 I , ,9j ' / /4 /0; 0 Lr . r 20 104 71, , ( t/ 1E-5 1 (2 ?TT• 11 Or l o.i la /0 7 I -7) 89 5 r� 111 ;0'31 A.)9 76 I &, I 0% 1, 7 III ; ,1.< •j 3 7.5 1149 • I • 8,83-1 �,3 I Ii I:rtla !� ___ I - i Clt I I 1 k I I F II • -if /� 1 r 1 INSPECTOR: b:'k- t%'/764yJ/r ii - REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438.6216 4'4 661£9/4809 IInssnpy euuAt deet 91,ndes a. rA ,- �;OOf Massachusetts •L;Uri 'The Construction Testing People' Z; r Page 1 5 Richardson Lane,Stoneham,MA 02160 781.436.7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-13-2016 Report No. 21 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-193 C-1064 C-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/9" I No. Of Sets: 1 I CUBIC YARDS: 17 SET 1LOCATION: Mechanical room column line 41 at A r:Total Unit Stump(in.) 6 Lab Size ! Area Date Date 'Age Load Load Fracture Air Temp.(F.) 80 No. (In.) (sq.in.) Condition. Cast Tested Days (lbs.) (psi.) f Type " Conc Temp(F) 80 H236 4.00 x 8.00 12.57 Good 09/13/16 09/20/16 7 32,000 2,550 2 Truck No. 57 H237 4.00 x 8.00 12.57 Good 09/13/16 09/27/16 14 38,500 3,060 2 Ticket No. 8991 11238 4 x 8 12.57 Good 09/13/16 10/11/16 28 Time 2:10 239 4 x 8 12.57 Good 09/13/16 10/11/16 28 Unit Wt lbslcu ft .240 4 x 8 12.57 Good 09/13/16 10/11/16 28 Air Content(%) 5.2 GENERAL REMARKS: Inspector Premium:. >,- Travel Name TimeHours Time - Dave Mussulli No REVIEWED BY: Bryan M. Crabtree ///e FRACTURE TYPES / As � II/ �((' / 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 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 • Typal Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. �r ` �. �; Of Massachusetts *�« '1:41'1 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 09-13-2016 Report No. 21 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 GC: 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 • • ,. �;i Of Massachusetts y'* i 'The Construction Testing People' `- r Page 3 5 Richardson Lane,Stoneham,MA 02180 781438.7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-13-2016 Report No. 21 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: Mechanical room, column lines 91-98 at A-B Method of Placement: ®Pump 0 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 HaylStraw 0 Trailer ® Field 00 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: • • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 09-13-2016 Report No. 21 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA . Sep141612:20p Lynne Mussulli 5084763199 p.8 r ,r'i Of Massachusetts Inc. it r 0414301The Construction TestingPeop * `�� DAILY REPORT OF CONCRETE URin i Page PROJECT NAME:iI C,7)' 7)n-1--i PROJECT NO.: /� DATE: '"t ' j ' Iir Rainy Load 96 TOTAL YARDS: / LOCATION OF POUR:P f Oil' air4' Load & Slump I Batching Batching i Time In Yards Concrete % of Ticket# i No.of Truck n Inches In Out i Minutes Temp. I Air I Cylinders 5-7 l0 a..ag I )0(2, 3,5 80 Ism 899/. • (e7 13 13 .5 cc.) > o1 Z7 8c74. 29 2F1 l I I I I I I II j I • • I 11 • • • I I i I • • INSPECTOR: hi/ !/� - REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (7811 438-7755 Fax 17511 438.6216 a L .. ,. ,a 1 Of Massachusetts "1` .y ' 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 09-13-2016 Report No. 20 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: 6 I CUBIC YARDS: 297 SET I LOCATION: Slab on grade, column line G at 3 Total 'Unit Slump(In.) 6 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 61 No. (in.) (sq.in.) Condition Cast - Tested Days (lbs.) (psi.) Type ` Conc Temp(F) 75 H082 4.00 x 8.00 12.57 Good 09/13/16 09/20/16 7 32,500 2,590 2 Truck No. 56 H083 4.00 x 8.00 12.57 Good 09/13/16 09/27/16 14 42,500 3,380 1 Ticket No. 8765 H084 4 x 8 12.57 Good 09/13/16 10/11/16 28 Time 7:20 41/10854 x 8 12.57 Good 09/13/16 10/11/16 28 _Unit Wtlbs/Cu ft 086 4 x 8 12.57 Good 09/13/16 10/11/16 28 Air Content(%) SET 2 LOCATION: Slab on qrade, column line F.5 at 6 Total r Unit ' Slump(in.) 6 Lab Size :Area Date Date Age Load Load Fracture Air Temp.(F.) 62 No. (In.) (sq.In.) .Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 74 H197 4.00 x 8.00 12.57 Good 09/13/16 09/20/16 7 33,000 2,630 1 Truck No. 57 H198 4.00 x 8.00 12.57 Good 09/13/16 09/27/16 14 39,500 3,140 1 Ticket No. 8967 H199 4 x 8 12.57 Good 09/13/16 10/11/16 28 Time 8:15 ,H200 4 x 8 12.57 Good 09/13/16 10/11/16 28 Unit Wtlbs/cu ft H201 4 x 8 12.57 Good 09/13/16 10/11/16 28 Air Content(%) SET 3 LOCATION: Slab on grade, column line F at 15 Total Unit Slump(in.) 6 Lab Site 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) 74 H077 4.00 x 8.00 12.57 Good 09/13/16 09/20/16 7 35,000 2,780 1 Truck No. 56 11078 4.00 x 8.00 12.57 Good 09/13/16 09/27/16 14 44,000 3,500 2 Ticket No. 8769 11079 4 x 8 12.57 Good 09/13/16 10/11/16 28 Time 9:10 11080 4 x 8 12.57 Good 09/13/16 10/11/16 28 Unit Wtlbslcu ft H081 4 x 8 12.57 Good 09/13/16 10/11/16 28 Air Content(%) •ET 4 LOCATION: Slab on grade, column line E.5 at 22 • 01, Of Massachusetts likiirar41 -The Construction Testing People" Nizer Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-13-2016 • Report No. 20 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 Total Unit Slump(in.) 6 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) 74 H231 4.00 x 8.00 12.57 Good 09/13/16 09/20/16 7 31,000 2,470 1 Truck No. 61 H232 4.00 x 8.00 12.57 Good 09/13/16 09/27/16 14 37,500 2,980 1 Ticket No. 87770 11233 4 x 8 12.57 Good 09/13/16 10/11/16 28 Time 10:00 11234 4 x 8 12.57 Good 09/13/16 10/11/16 28 Unit Wt lbsku ft 11235 4 x 8 12.57 Good 09/13/16 10/11/16 28 Air Content(%) ET 5 LOCATION: Slab on grade, column line E at 30 Total Unit Slump(In.) 6 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) 76 G865 4.00 x 8.00 12.57 Good 09/13/16 09/20/16 7 36,000 2,860 2 Truck No. 61 G866 4.00 x 8.00 12.57 Good 09/13/16 09/27/16 14 44,000 3,500 2 Ticket No. 8981 G867 4 x 8 12.57 Good 09/13/16 10/11/16 28 Time 11:90 G868 4 x 8 12.57 Good 09/13/16 10/11/16 28 Unit Wt ibs/cu ft G869 4 x 8 12.57 Good 09/13/16 10/11/16 28 Air Content(%) 'SET 6 LOCATION: Slab on grade, column line D.5 at 34 Total Unit Slump(In.) 6 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 Cone Temp (F) 74 H097 4.00 x 8.00 12.57 Good 09/13/16 09/20/16 7 31,500 2,510 2 Truck No. 55 H098 4.00 x 8.00 12.57 Good 09/13/16 09/27/16 14 42,000 3,340 2 Ticket No. 8977 H099 4 x 8 12.57 Good 09/13/16 10/11/16 28 Time 10:30 H100 4 x 8 12.57 Good 09/13/16 10/11/16 28 Unit Wt Ibs/cu ft H101 4 x 8 12.57 Good 09/13/16 10/11/16 28 Air Content(%) GENERAL REMARKS: inspector Premium Travel Name Time Hours Time d Backofner No Max Day 2.5 Hr(a) Dave Mussulli No Max Day 2.5 Rn ,) REVIEWED BY: Bryan M. Crabtree gfie y . `.-- 44, 170` ,. �,�i Of Massachusetts " ..."4 -The Construction Testing People- „,460.04.1”,\`. r Page 3 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-13-2016 Report No. 20 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 FRACTURE TYPES )),\ . i\(.‘ 7 / N V \ 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 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. 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 • • �r �. �;, Of Massachusetts 1� �"mei 'The Construction Testing People' per ��#�� Page 4 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-13-2016 Report No. 20 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: Mechanical room, first floor, column lines 1-36 at G6-D9 Method of Placement: 9 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: 0 Curing Box 0 Thermal Blanket 0 HaylStraw 0 Trailer ® Field •❑ 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: • UTS of Massachusetts, Inc. Page 5 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781.438-6218(Fax) • Report Date 09-13-2016 Report No. 20 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA ar Iii, ii-reris i 7 Of Massachusetts Inc. '$*WJ aThe Construction Testing People' Page g ♦t��!i DAILY REPORT OF CONCRETE POUR PROJECT NAME: Pr(4.4a9 /4-i-.::•-'1.2.-/ Na:PROJECT O DATE: AIR TEMP: 4/ TOTAL YARDS: 0�9/ LOCATION CF PCUR: $ 6 C Load & I Slump Batching Batching Time In I Yards Concrete(°/a of Ticket 4 No.of Truck Inches In Out Minutes Temp. Air Cylinders s • • 6 " I U::/ /;ss G3 I. i / I 93 /•:•-:,- -,2 " _; :331 _ ,31 //3 cl-74; `!y R, • r— I � ' 0 IC3,I0I D I' / :1 M966I _r `rr. I ,—' `y,,1; � :J )3 I ' , .• r; LI Y.,"!c?I n-J The- C 1 3 ' t: y3 . 2 Cion I i g..412 73 /' I I �y?7 01 7601 I7 I r7 L 43, I : Ra 1 Y/,n I • • o9(Doli (a18 j� 713' Li/ 1`I/iQ\ 1 - 016D91C s I J , ¶i& 'R'i' 57 11;.,,,a D �v ?',;/ 9 r s / •/i±l s c`�-. ;21 7=2 0:5"/9 7,'5D 576i %I 1 I g`' 73 L ' ' �l Q 7I/07� -u 7y I 92o D=5i • i r i '4yte . sr;a . . (pal 55 /v• 17)?? INSECTOR: Y•4-,..da02/7/2-7,;,..e...„ /.•:J � REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 9'd 661E9L4909 iiinst lyeuu6l d5v3L 91.14 deg UTS of Massachusetts, Inc. Page 6 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 09-13-2016 Report No. 20 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA w'rss,Of Massachusetts Inc. We °`The Construction TestingPeop,4 3 `,�',� - DAILY REPORT OF CONCRETEr UR Page Ago PROJECT NAME: l/�p,t^n1 lAfiig�� PROJECT NO.: DATE: q ' I gi lt_, AIR TEMP.: 741 TOTAL YARDS: 597 LOCATION OF POUR: 114' Ff A Ar L z...1 - - R L. Gin/A4- Load 8 Slump Batching 1 Batching Time In Yards Concrete %of Tickett No.of Truck I Inches In Out Minutes Temp. Air Cylinders 67 1 1ct,g11/O3G 53' '147? R9z j • 75- a %. 9f ,-SI /o,soI 5e) �a1 29 . 2977 f-i-7 1..:Z;7 2,37 )a- s( 27 ,> 2'773 ib;O . tt . re /a %3/ Sq? 7 oZ i10:13 ! Lac(aq 7 L ',2'$'- -- =' /Fe 1/6. ,Y i/:4O , 76 «(,.31 070 61 L':).:-; /D Vo l; ..' 7L1 '% 4L 7[, 41917 I&-5 . t-) )) ',di-Tip) la 6 71 "47)- 890 I Le? _P:0)4"9a 70 `gig /M I , G ? I )I : It /,a• °3 -- 8923-•97 . I ' 89� 6'3I Int, , I ICI i r • ' I 1 1c INSPECTOR: -#• •'k-2; 441//t -a- // 7(/'/ REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 [781) 438-7755 Fax 1781) 438.6216 b'd 66L£9L4909 !Ilnssnyy euuAl dent,9L 9L des r.. "� Of Massachusetts l. ,. its %fL 'The Construction Testing People' •NV I/ Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-13-2016 Report No. 21 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: 17 SET 1LOCATION: Mechanical room column line 91 at A .:Total Unit Slump(in.) 6 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 80 No. (In.) (sq.in) Condition Cast Tested Days (lbs.) (psi.) Type .4 Conc Temp(F) 80 H236 9.00 x 8.00 12.57 Good 09/13/16 09/20/16 7 32,000 2,550 2 Truck No. 57 H237 4 x 8 12.57 Good 09/13/16 09/27/16 19 Ticket No. 8991 H238 4 x 8 12.57 Good 09/13/16 10/11/16 28 Time 2:10 H239 4 x 8 12.57 Good 09/13/16 10/11/16 28 Unit Wtlbs/cu ft .290 4 x 8 12.57 Good 09/13/16 10/11/16 28 Air Content(%) 5.2 GENERAL REMARKS: Inspector Premium . - Travel Name - Time Hours Time Dave Mussulli No .REVIEWED BY: Bryan M. Crabtree //e FRACTURE TYPES \) / �/((� V 7 X 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 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. J• w„",k Of Massachusetts nr o� 1 'The Construction Testing People' • %r J Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-13-2016 Report No. 21 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 • • 4111 •a L.tilt . �;y Of Massachusetts L " 11 'The Construction Testing People' • N.I i/ Page 3 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 09-13-2016 Report No. 21 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: Mechanical room, column lines 91-98 at A-B Method of Placement 9 Pump 0 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 ❑Trailer ® Field •❑ 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: • 0 UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781-438-6216(Fax) • Report Date 09-13-2016 Report No. 21 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA . Sep141612:20p Lynne Mussulli 5084763199 p.8 ,:.i li i. Of Massachusetts Inc. VIM" the ConstTu&tian TestingPeople" Page# ��ll� DAILY REPORT OF CONCRETE POUR n9 PROJECT/�NAME:Ji (^/j,7Q :(.4,.,,,,i PROJECT NO.: DATE: -I t J 3 , I f, AIR TEMP.: Pb TOTAL YARDS: / 7 LOCATION OF POUR:Y1 (Ile t I CA3yNi Load & Slump I Batching Batching { Time In ' Yards Concrete I % of Ticket# I No.of Truck Inches In Out i Minutes Temp. Air Cylinders 51 b o i 02:08 1 )fColS't 8d Isz 999/. C. • I 1, 7 13 13 ..C : ), 1 o I I% 80< 1 �S'99; I I 1 ; I I I I III I I i I I { I I I I I I • I • • 1 I ; INSPECTOR: / Vitt e 45 - REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (7811 438-7755 Fax (7811 438-6216 fit 1L �,m j ,Of Massachusetts ` �", 'The Construction Testing People' -Page 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Steel Inspection Report Report Date 09-12-2016 Report No. 6 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting WEATHER: .TIME: 6:00 AM 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 Name Time Hours Time drea Flaherty-Lyons No Min Day 2.5 Hr(e) REVIEWED BY: William P. Crabtree 1Q� 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 • UTS of Massachusetts, Inc. Page 2 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) • Report Date 09-12-2016 Report No. 6 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 Memory Care jpgpector A.Flaherty-Lyons Contact:Mitch Finn-NEI Date:9-12-16 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 49-36 at G.6-D.4,49-36 at A-C: a) Anchor bolts with nuts and washers, 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 connection welds were found in progress;a re-inspection to be performed upon completion(dwg.S-4.1). e) Bean)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 in progress a re-inspection to be performed upon completion. • UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6218(Fax) • Report Date 09-12-2016 Report No. 6 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA k) %" puddle welds were found in progress; a re-inspection to be performed upon completion. I) Deck support placement was found complete and acceptable. m)Shear stud installation was found in progress; a re-inspection to be performed upon completion. These observations were discussed with Mr.Finn prior to departure. • • ,. . ;1 Of Massachusetts t0 ` 7 'The Construction Testing People' • V* > Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 09-09-2016 Report No. 13 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: 6: 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:s-5.0, section detail #9 REVISION NUMBER: I DATED: • HOP DRAWING(S): ROJECT SPECIFICATIONS:03300 OTHER: DRAWINGS STAMPED: YES x NO AREA REVIEWED: Foundation level slab on grade: lines 1-36 at G-D4; 1-36 at 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) 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. ENERAL REMARKS: Reinforcinq steel installation is complete and acceptable. Inspector Premium Travel Name - Time Hours Time Andrea Flaherty-Lyons No Min Day 2.5 Hr(s) iles J. ...; Of Massachusetts 011:451P/1 '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 09-09-2016 Report No. 13 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 reportsButsofmass.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 • �,a- Of Massachusetts 11111 `;tessi '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 09-08-2016 Report No. 12 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: 11:30 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):Ro2 •ROJECT SPECIFICATIONS:03300 OTHER: DRAWINGS STAMPED: YES x NO AREA REVIEWED: Foundation level slab on grade: lines 1-26 at G-D4; 1-26 at 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) x Bar Supports x _ Bar Spacing x _ Bar Quantity x Placement and tying x ® The details In the above described area(s)were in process 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. Reinforcing steel installation is in process, with no unacceptable conditions noted. .ENERAL REMARKS: A reinspection will be performed upon completion. 1107,r4- FwL , "� Of Massachusetts eild, �,;1� '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 09-08-2016 Report No. 12 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA contractor NEI General Contracting ,Inspector Premium Travel Name. ;S'Time Hours Time Andrea Flaherty-Lyons No Min Day 2.5 Er(s) REVIEWED BY: William P. Crabtree derd 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 4111 r" . ,• �;N. Of Massachusetts L�; +` 1 'The Construction Testing People' -Page 1 5 Richardson Lane,Stoneham,MA 02180 781438.7755(Voice)781-438-6216(Fax) Concrete Field Report Report Date 09-06-2016 Report No. 8 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 6 sets of cylinders cast on 9/1/16 to the lab for testing. GENERAL REMARKS: inspector.. Premium Travel iiiio Name " Time Hours - Time Paul Garrod No REVIEWED BY: William P. Crabtree �Q WP 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 ► 0 r -r. IIs,sr Of Massachusetts +tl::',4a -The Construction Testing People' • Wee?' -Page 1 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 09-01-2016 Report No. 22 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: 6 I CUBIC YARDS: 275 SET 1 LOCATION: Slab on deck, column line E at 3 Total Unit Slump(In.) 6 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) 79 E698 4.00 x 8.00 12.57 Good 09/01/16 09/08/16 7 37,000 2,940 2 Truck No. 55 E699 4.00 x 8.00 12.57 Good 09/01/16 09/15/16 14 45,000 3,580 1 Ticket No. 8793 E700 4.00 x 8.00 12.57 Good 09/01/16 09/29/16 28 63,000 5,010 1 Time 7:45 E701 4.00 x 8.00 12.57 Good 09/01/16 09/29/16 28 61,000 4,850 1 Unit Wtlbs/cu ft 702 4.00 x 8.00 12.57 Good 09/01/16 09/29/16 28 62,500 4,970 2 Air Content(%) SET 2 LOCATION: Slab on deck, column line 10 at E.5 Total Unit Slump(In.) 6 1/2 Lab Size Area Date Date Age Load Load Fracture Alr Temp.(F.) 74 No. (In.) (sq.In.) Condition Cast Tested ' Days (lbs.) (psi.) Type Conc Temp(F) 80 E782 4.00 x 8.00 12.57 Good 09/01/16 09/08/16 7 35,000 2,780 1 Truck No. 51 E783 4.00 x 8.00 12.57 Good 09/01/16 09/15/16 14 44,000 3,500 1 Ticket No. 8795 E784 4.00 x 8.00 12.57 Good 09/01/16 09/29/16 28 57,000 4,530 2 Time 8:45 .E785 4.00 x 8.00 12.57 Good 09/01/16 09/29/16 28 55,000 4,380 1 Unit Wt lbs/cu ft E786 4.00 x 8.00 12.57 Good 09/01/16 09/29/16 28 53,000 4,220 1 pir Content(%) SET 3 LOCATION: Slab on deck, column line 10 at F Total Unit Slump(in.) 6 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 74 No.' (In.) (sq.in.) Condttlon Cast Tested Days (lbs.) (psi.) ` Type Conc Temp(F) 79 E797 4.00 x 8.00 12.57 Good 09/01/16 09/08/16 7 33,000 2,630 2 Truck No. 65 E798 4.00 x 8.00 12.57 Good 09/01/16 09/15/16 14 44,500 3,540 2 Ticket No. 8798 E799 4.00 x 8.00 12.57 Good 09/01/16 09/29/16 28 59,500 4,730 2 Time 9:30 E800 4.00 x 8.00 12.57 Good 09/01/16 09/29/16 28 58,000 4,610 1 Unit Wtlbs/cu ft E801 4.00 x 8.00 12.57 Good 09/01/16 09/29/16 28 60,000 4,770 1 Air Content(%) ()ET 4 LOCATION: Slab on deck, column line 20 at F Nnl . ,n a Of Massachusetts I.S 1 -The Construction Testing People' • Qat !%, Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-01-2016 Report No. 22 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 Total Unit Slump(in.) 6 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) 78 8707 4.00 x 8.00 12.57 Good 09/01/16 09/08/16 7 32,000 2,550 1 Truck No. 62 8708 4.00 x 8.00 12.57 Good 09/01/16 09/15/16 14 42,000 3,340 2 Ticket No. 8693 E709 4.00 x 8.00 12.57 Good 09/01/16 09/29/16 28 62,000 4,930 2 Time 11:00 8710 4.00 x 8.00 12.57 Good 09/01/16 09/29/16 28 60,000 4,770 1 (Jolt Wtlbs/CU ft E711 4.00 x 8.00 12.57 Good 09/01/16 09/29/16 28 61,000 4,850 1 Air Content(%) SET 5 LOCATION: Slab on deck, column line 22 at G • Total Unit Slump(in.) 6 1/2 ab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 75 No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psi) Type Cone Temp(F) 78 E727 4.00 x 8.00 12.57 Good 09/01/16 09/08/16 7 30,000 2,390 2 Truck No. 62 E728 4.00 x 8.00 12.57 Good 09/01/16 09/15/16 14 40,000 3,180 2 Ticket No. 8807 E729 4.00 x 8.00 12.57 Good 09/01/16 09/29/16 28 57,000 4,530 2 Time 11:35 E730 4.00 x 8.00 12.57 Good 09/01/16 09/29/16 28 58,000 4,610 1 Unit Wtlbs/cu ft E731 4.00 x 8.00 12.57 Good 09/01/16 09/29/16 28 60,500 4,810 2 Air Content(%) 'SET 6 LOCATION: Slab on deck, column line 30 at G.5 Total Unit Slump(In.) 6 1/2 Lab -Size Area Date. Date Age Load Load Fracture Air Temp.(F.) 7s No. (In.) " (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 79 E702 4.00 x 8.00 12.57 Good 09/01/16 09/08/16 7 28,000 2,230 1 Truck No. 55 E703 4.00 x 8.00 12.57 Good 09/01/16 09/15/16 14 38,000 3,020 1 Ticket No. 8808 E704 4.00 x 8.00 12.57 Good 09/01/16 09/29/16 28 58,000 4,610 1 Time 1:45 E705 4.00 x 8.00 12.57 Good 09/01/16 09/29/16 28 57,000 4,530 1 Unit Mit lbs/cu ft E706 4.00 x 8.00 12.57 Good 09/01/16 09/29/16 28 56,000 4,460 2 Air Content(%) GENERAL REMARKS: Inspector - Premium Travel Name Time Hours Time iiiliDave Mussulli No Max Day 2.5 Brie) Backofner No Max Day 2.5 Hr(s) REVIEWED BY: Bryan M. Crabtree wile ,, „li Of Massachusetts +t.ii: 1 'The Construction Testing People' Q!• !i Page 3 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-01-2016 Report No. 22 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 :)\.\ i ,4 FRACTURE TYPES / „ N /\) \ ,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 Types cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than s 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 reportseutsofmaas.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 • .;i Of Massachusetts PIT: IL 4..tj:pi, 'The Construction Testing People • ,sillw- / Page 4 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781438-6216(Fax) Compressive Strength Report-Concrete Report Date 09-01-2016 Report No. 22 Distribution Copy Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 West Yarmouth, MA Contractor NEI General Contracting Concrete Ce. Cape Cod Ready Mix FIELD SUMMARY REPORT 'TotalPour. Slab on deck, column lines 1-36 at D-G.6 Method of Placement: El Pump 0 Chute Discharge ❑ Bucket 0 Other Other: Method of Concrete Consolidation: 0 Vibrator ® Other Other: None Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: ❑Curing Box 0 Thermal Blanket 0 Hay/Straw ❑ Trailer El Field ❑ Other •lacementProtection: 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: • 0 UTS of Massachusetts, Inc. Page 5 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 09-01-2016 Report No. 22 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA I Sep021606:25p Lynne MussuIli 6084763199 P.5 er �- ;::tea Of Massachusetts Inc. • • olfral • `t dei The Construction Testing People" Page DAILY REPORT OF CONCRETE POUR ''t ^ PROJECT NAME '7•. 4.4�90.�,.9 :,'i. PROJECT NO.: DATE: •'"! • 1 • 1 G ' AIR TEMP.: TOTAL YARDS: , -' n' LOCATION OF POURI- ' J .,r GG!1y ' Tc. Load& Slump Batching Batching Time In Yards ' Concrete %of Ticket# No.of Truck# Inches In Out Minutes Temp. _Air Cylinders S CO 7.•;= 7 36 I.1 "7? ` 29sir CFI 1 3o ; ).- _Ja - A2!r j • r4 ° u/ 3 Sri 51, ;' . :1, 7;'t.' ' 4v "Lid ?40Y? 6 3 x'35 !.'C" ys . P79 ?:3.) 7;.3 41S ITMf • /3"..0,2 1. 1 7 tit? /©1, `c .•:n • . 2..:a,. 71 I4''t• /J.'/7 3a :.7-:-_, (S1 IOO 1U; ' UTS of Massachusetts, Inc. Page 6 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)7814384216(Fax) • Report Date 09-01-2016 Report No. 22 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA Sep 0218 08:25p Lynne Musiulli 5084763199 p.8 1 ,..i a Of Massachusetts Inc. tl eiii'11■ " A• *i __% The Construction Testing PeOpie Page#r c °r a . `� DAILY REPORT OF CONCRETE POUR PROJECT NAME: i'/.i%Zi.ft :"-J'%'•_ PROJECT NO.: r / r7 DATE:_ ' •' 'o AIR TEMP.: 20 TOTAL YARDS: c 7 y/! n R LOCATION OF POUR: . .0 !- Load & Slump ' Batch;ng Batching Time In Yards Concrete %of Ticket# No. of Truck# Inches In Out Minutes , Temp. Air Cylinders_ c Ore : . /4'J ' 33 4 io? S— • G ; . '% 2'56 es I`, - 7.?, ifs-',g'. /cR5- ,3.P) i . ?. /;-'17 1&57 30 I'S ?� .5t: ch,, 4775- ,& 8 'sa� X3/3 ( I.�; 79' ??02 =cj 1 ' ". 4. 0 I/n-%'u - . :)-54 1 I I t I & - • h--' .. INSPECTOR: roe 6 // ,.' ,r.'/ +(. REMARKS: _- 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (7811 438.6215 11 L� S;1 Of Massachusetts ,iat.:` I 'The Construction Testing People' N,, I Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 09-01-2016 Report No. 11 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: 6:00 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: DATED: *HOP DRAWING(S):Ro2 ROJECT SPECIFICATIONS:03300 OTHER: DRAWINGS STAMPED: YES X NO AREA REVIEWED: Second floor slab on deck: lines 1-36.at G-D9; 1-36 at 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) 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. 11, Amended report 9-28-16, corrected billable hours. Reinforcing steel installation is GENERAL REMARKS: complete and acceptable. o' l 01 4. ...F., Of Massachusetts I, i1"/1 '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 09-01-2016 Report No. 11 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 Andrea Flaherty-Lyons No REVIEWED BY: William P. Crabtree iW/� v 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 0 ,• •� Of Massachusetts /111 ���: ` l 'The Construction Testing People' Payee • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Steel Inspection Report Report Date 09-01-2016 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: 9:00 AM CONTACT:Mitch Finn SUMMARY: Attached please find the steel inspection report prepared by UTS inspector Andrea Flanherty Lyons for the above referenced project. GENERAL REMARKS: Amended report 9-28-16, corrected billable hours. inspector Premium Travel ame Time Hours Time Andrea Flaherty-Lyons No Max Day 2.5 Hr(s) REVIEWED BY: William P. Crabtree �Q 04 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 • UTS of Massachusetts, Inc. Page 2 5 RictrIidson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) • Report Date 09-01-2016 Report No. 5 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA U 5 Richardson Lane T of Massachusetts Inc. Stoneham,MA S 781-438-7755 Project:Maplewood Manor Memory Care Inspector: A.Flaherty-Lyons Contact:Mitch Finn-NEI Date:9-1-16 • 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 nuts and washers were found complete and acceptable(dwg.S5.1,detail P2). b) Anchor bolts/welded plates were found complete and acceptable (dwg.S5.1,detail P2). c) A490 I" T.C. type bolts were tensioned, torqued, complete and acceptable. d) Brace connections were found complete and acceptable(dwg.S-4.1). e) Beam to beam connections were found complete and acceptable. t) Beam to column connections were found complete and acceptable. g) Deck placement and laps were found complete and acceptable. h) l Iilti 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. 4. .. 4 Of Massachusetts to 'irkititif 'The Construction Testing People' • N't+Ir Page 1 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-01-2016 Report No. 22 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 Max 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: 6 I CUBIC YARDS: 275 SET 1LOCATION: Slab on deck, column line E at 3 Total Unit Slump{in.) 6 Lab Size Area Date Date Age Load Load :Fracture Air Temp.(F.) 79 No. (In.) .(sq.In.) Conditions, Cast - Tested '. Days (lbs.) (psi.) Type Conc Temp(F) 79 E698 4.00 x 8.00 12.57 Good 09/01/16 09/08/16 7 37,000 2,940 2 Truck No. 55 E699 4.00 x 8.00 12.57 Good 09/01/16 09/15/16 14 45,000 3,580 1 Ticket No. 8793 E700 4 x 8 12.57 Good 09/01/16 p.09/29/16 28 Time 7:95 E701 4 x 8 12.57 Good 09/01/16 09/29/16 28 Unit Wt lbs/cu ft 702 4 x 8 12.57 Good 09/01/16 09/29/16 28 Air Content(%) SET 2 LOCATION: Slab on deck, column line 10 at E.5 Total Unit Slump(In.) 6 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 Conc Temp(F) 80 E782 4.00 x 8.00 12.57 Good 09/01/16 09/08/16 7 35,000 2,780 1 Truck No. 51 E783 4.00 x 8.00 12.57 Good 09/01/16 09/15/16 14 44,000 3,500 1 Ticket No. 8795 E784 4 x 8 12.57 Good 09/01/16 09/29/16 28 Time 8:95 ,E785 4 x 8 12.57 Good 09/01/16 09/29/16 28 Unit Wt lbs/cu ft E786 4 x 8 12.57 Good 09/01/16 09/29/16 28 Air Content(%) SET 3 LOCATION: Slab on deck, column line 10 at F Total Unit Slump(In.) 6 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) 79 E797 4.00 x 8.00 12.57 Good 09/01/16 09/08/16 7 33,000 2,630 2 Truck No. _ 65 E798 4.00 x 8.00 12.57 Good 09/01/16 09/15/16 14 44,500 3,540 2 Ticket No. 8798 £799 4 x 8 12.57 Good 09/01/16 09/29/16 28 Time 9:30 E800 4 x 8 12.57 Good 09/01/16 09/29/16 28 Unit Wt lbs/cu ft £801 4 x 8 12.57 Good 09/01/16 09/29/16 28 Air Content(%) •ET 4 LOCATION: Slab on deck, column line 20 at F J• �;1 Of Massachusetts •�;�if `.1 '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 09-01-2016 Report No. 22 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 Total Unit : Slump(in.) 6 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) 78 E707 4.00 x 8.00 12.57 Good 09/01/16 09/08/16 7 32,000 2,550 1 Truck No. 62 E708 4.00 x 8.00 12.57 Good 09/01/16 09/15/16 14 42,000 3,340 2 Ticket No. 8693 E709 4 x 8 12.57 Good 09/01/16 09/29/16 28 Time 11:00 5710 4 x 8 12.57 Good 09/01/16 09/29/16 28 Unit Wtlbs/cu ft E711 4 x 8 12.57 Good 09/01/16 09/29/16 28 Air Content(%) ET 5 LOCATION: Slab on deck, column line 22 at G ".Total Unit Slump(in.) 6 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 Cone Temp(F) 78 E727 4.00 x 8.00 12.57 Good 09/01/16 09/08/16 7 30,000 2,390 2 Truck No. 62 E728 4.00 x 8.00 12.57 Good 09/01/16 09/15/16 19 40,000 3,180 2 Ticket No. 8807 5729 4 x 8 12.57 Good 09/01/16 09/29/16 28 Time 11:35 5730 4 x 8 12.57 Good 09/01/16 09/29/16 28 Unit Wtlb3/Cu ft E731 4 x 8 12.57 Good 09/01/16 09/29/16 28 Air Content(%) -SET 6 LOCATION: Slab on deck, column line 30 at G.5 Total Unit Slump(in.) 6 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) 79 E702 4.00 x 8.00 12.57 Good 09/01/16 09/08/16 7 28,000 2,230 1 Truck No. 55 E703 4.00 x 8.00 12.57 Good 09/01/16 09/15/16 14 38,000 3,020 1 Ticket No. 8808 E704 4 x 8 12.57 Good 09/01/16 09/29/16 28 Time 1:45 E705 4 x 8 12.57 Good 09/01/16 09/29/16 28 Unit Wt lbs/cu ft E706 4 x 8 12.57 Good 09/01/16 09/29/16 28 Air Content(%) GENERAL REMARKS: inspector Premium !I. Travel Name Time Hours Time ave Mussulli No Max Day 2.5 Hr(s) d Backofner No Max Day 2.5 Hr(s) REVIEWED BY: Bryan M. Crabtree AC ,. -,; Of Massachusetts i` :;41 'The Construction Testing People' •r+prrr1 / Page 3 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-01-2016 Report No. 22 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 FRACTURE TYPES )\ k /C) \ i 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 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. 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 0 L J• ;y Of Massachusetts \\ 1 � 'The Construction Testing People' • q cj Page 4 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-01-2016 Report No. 22 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 on deck, column lines 1-36 at D-G.6 Method of Placement: ®Pump 0 Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: 0 Vibrator ® Other Other: None Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw ❑Trailer ® Field •0 Other Placement Protection: El 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 5 5 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781-438-6216(Fax) • Report Date 09-01-2016 Report No. 22 Job Number 19569 Project Maplewood Memory Care-75 169 Route 28 Attachment West Yarmouth, MA 1 Sep 02 16 06:25p Lynne Mussulli 5084763199 P.5 • e � idia Of Massachusetts Inc. • ' �►tar.�l $� COtLstfUttWf1'�est1 re..pn. Page DAILY REPORT OF CONCRETE POUR PROJECT NAME: C,t. 4.41i^tr16.;e" ' PROJECT NO.: :� ' , DATE: -I • . - i L. AIR TEMP.: TOTAL YARDS: LOCATION OF POUF7•- ' -- i 'J Gre T 14 - L I Lcad & Stump Batching Batching Tine In Yards Concrete %of Ticket# 1 No. of I Truck# I Inches In Out Minutes I I Temp. I Air II Cylinders 1 S Co Ii ;r 7 36 H - it I ; ,� 'I � CY I I 1:5,0 , '1., r. . � C,' _- 2. 27 • i . II ' ' ?/ ;r . I . / L •- 3 F23315.®.11111111111111111 P/ (; s? C. I I r .3rl 43' (Y1> rat ; 99 7+ Illirta J''/7 3aL ._ ^ ' I .? I) -1-.??5-1 0:5'7 I %V3 H ' IIIIMMEMEMINI1 1); �, O (0OP X .:4/> &9 8 • ` % I IMMO=' 3aIIMS INSPECTOR: /•a In 7!/'- J.f : D`- ' 8 REMARKS: S Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax 17811 438-6216 • UtS of Massachusetts, Inc. Page 6 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) • Report Date 09-01-2016 Report No. 22 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA Sep 021606:25p Lynne Mussulli 5084763199 p.6 —" 1 ! --a_�i Of Massachusetts Inc. t_ `. a ,_ V V/ wThe Construction Testing People Pacer C:Joy �� . DAILY REPORT OF CONCRETE POUR PROJECT NAME: '%„i-',1--<2 2.% J. PROJECT NO.: , DATE: = — . AIR TEMP.: 70 TOTAL YARDS: a 7� LOCATION OF POUR: . ;.0 !t. [-Load & SlumpBatching Batching Time In Yards Concrete of I Ticket t,'• No.of ; I Truck# Inches I In Out Minutes I I Temp. I % Air Cylinders i 6, 7i..36 / OJ/.2:031I a9 I 7? I 2r'' I 1 • ctZ` • 61-e . /02W33 I';, 7a > id? ;^L • / '35 aq i'." " 6 I I i' /626, 30 f'/�c i „�. L I Cja;f�`��' /� 3a; 33 I 79 ' ?;702 02 r TS L I I I I . I , _ f I I I l I I 1 I - • r-- i �l 1 LH INSPECTOR: ge16 .i 7,7., •', : ,,r REMARKS: -- 5 Richardson Lane, Stoneham, Massachusetts 02120 (7811 438-7755 Fax (7811 438-6216 r< Of Massachusetts l r,.r .1 • % 4j! '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 09-01-2016 Report No. 5 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 Finn SUMMARY: Attached please find the steel inspection report prepared by UTS inspector Andrea Flanherty Lyons for the above referenced project. GENERAL REMARKS: Inspector Premium Travel ISName ' i Time 5 Hours • Time Andrea Flaherty-Lyons No Min Day 2.5 Hr(s) REVIEWED BY: William P. Crabtree OP WP 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 • UTS of Massachusetts, Inc. Page 2 "'5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 09-01-2016 Report No. 5 Job Number 19569 Project Maplewood Memory Care-75 164 Route 28 Attachment West Yarmouth, MA • j] 5 Richardson Lane T of Massachusetts Inc. Stoneham,MA S 781-438-7755 Project:Maplewood Manor Memory Care Inspector: A.Flaherty-Lyons Contact:Mitch Finn-NEI Date: 9-1-16 • 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 nuts and washers were found complete and acceptable(dwg. S5.1,detail P2). b) Anchor bolts/welded plates were found complete and acceptable (dwg.S5.1,detail P2). c) A490 1" T.C. type bolts were tensioned, torqued, complete and acceptable. d) Brace connections were found complete and acceptable(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. l) Shear studs were found complete and acceptable. • These observations were discussed with Mr.Finn prior to departure. � ,. �;1 Of Massachusetts 1 ni w4-7 'The Construction Testing People' •�Cal, -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) Reinforcing Steel Report Report Date 09-01-2016 Report No. 11 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: 6:00 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: DATED: 40HOP DRAWING(S): R02 ROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES X NO AREA REVIEWED: Second floor slab on deck: lines 1-36 at G-D9; 1-36 at 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) 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. 9 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 r Time Hours -! Time , , Andrea Flaherty-Lyons No Min Day 2.5 Mr(s) �. .141,,' I. Of Massachusetts :y y1Ir � 'The Construction Testing People' Page 2 Ase" r' 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 09-01-2016 Report No. 11 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 WT v 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 •