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HomeMy WebLinkAboutDakota Reports 2018 L ` , , Of Massachusetts 1.s 1� 1 'The Construction Testing People' • .1Ir Pagel 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781438-6216(Fax) Reinforcing Steel Report Report Date 09-18-2018 Report No. 10 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. CONTACT: Tim Eaton TIME OF INSPECTION: 1 : 30 PM TIME OF CONCRETE PLACEMENT: 2:00 PM SPECIFICATION: ASTM A615 Grade 40 Grade 60 x Grade 75 ASTM A616 Grade 50 Grade 60 • ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: REVISION NUMBER: I DATED: • HOP DRAWING(S): ROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES NO AREA REVIEWED: Building B elevator shaft, North of laundry room 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 * Bar Quantity * Placement and tying * 9 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. • *spacing, quantity, placement and tying could not be verified due to no drawings available at the time of inspection for review. No unacceptable conditions were noted. The bond beams were double bar reinforced as verticals with an inside and an outside GENERAL REMARKS: horizontal around the entire shaft. J. ,;l Of Massachusetts 06 '*� 'The Construction Testing People' \+. oi Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 09-18-2018 Report No. 10 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. • ,Inspector _ . . ,,:,. Premium Travel Name Time Hours ° Time' Brandon Merkman No Max Day+3 Hrs OT 2 Hr(s) REVIEWED BY: William P. Crabtree4)419 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow • Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • ,JOf Massachusetts 0 ."1 "The Construction Testing People' NIAij Page 1 5 Richardson Lane,Stoneham,MA 02180 781438.7755(Voice)781-438-6216(Fax) Grout Placement Summary Report Report Date 09-18-2018 Report No. 4 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Grout Placement ' Strength(lbs.): 0 2,000 0 2,500 0 3,500 0 4,000 ❑ Other. 5000 Lift ® High 0 Low ❑ Other: Method: , 0 Pump ® Manual 0 Vibrated ❑ Puddled ❑ Other: Type: ® Wall ❑ Pier 0 Column ❑ Other: elevator shaft Cleanouts ® Yes 0 No • Present: Location Floor Level: Room No.: Column Lines: Other Building B elevator shaft north of laundry Bond Beams Location: ® Bed Cours 0 Intermediate(Course) 0 Top Of Masonary ❑ Head 0 Sill ❑ Other: Reinforcement: 0 Single ® Double ❑ Other: Size Rebar: #5 Vertical Wall Reinforcement Bar Size(#): 0 4 ® 5 ❑ 6 ❑ 7 ❑ 8 ❑ 9 ❑ Other Bar. 0 Single ® Double Bar Positioners: ® Yes 0 No Spacing: 0 8" 0 16" 0 24" ® 32" 0 40" 0 48" ❑ Other • Horizontal Joint Reinforcement Horizontal Joint El Yes 0 No Reinforcement Wire St: 36 "71 Of Massachusetts �� * 7 'The Construction Testing People' Page • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Grout Placement Summary Report Report Date 09-18-2018 Report No. 4 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Type: ®Truss 0 Ladur 0 Tri-Rod 0 Hook and Eye ❑ Other: Spacing(o.c.) 16" Flashing Type: . 0 Lead Coated Copper ❑ E.P.D.M. 0 Coated Copper Fabric ❑ Bituthene ❑ Other: Location: ❑ Thruwall 0 Jamb 0 Head ❑ Sill 0 Slab 0 Cap ❑ Other: GENERAL REMARKS: Inspector Premium .Travel Name Time Hours Tlme Brandon Markman No REVIEWED BY: William P. Crabtree WT Our reports are available in PDP form via email. Please email us at reports@utsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant 4111 ,. �; Of Massachusetts r���e 7 "The Construction Testing People" • sc r Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Mortar Report Date 09-14-2018 Report No. 4 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. On site ALL FIELD TESTS DONE ACCORDING TO ASTM: c-1064 C-270 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: s-1800# I No. Of Sets: 1 SET 1 LOCATION: Elevator shaft building B, course 13-15 Total Unit Air Temp.(F.) 68 Lab Size Area Date Date` Age Load Load Mortar Temp(F) 72 No. (in.) (sq.in.) Condition Cast -Tested Days (lbs.) (psi.) Time 11:30 G985 2 x 2 x 2 4.00 Good 09/19/2018 09/21/2018 7 9,000 1,000 G486 2 x 2 x 2 4.00 Good 09/19/2018 10/12/2018 28 G987 2 x 2 x 2_ 9.00 Good 09/14/2018 10/12/2018 28 • GENERAL REMARKS: inspector Premium Travel Name Time Hours Time Paul Garrod No REVIEWED BY: Bryan N. Crabtree ,/e 'Our reports are available in PDF form via email. Please email us at reports@uteofmass.com for more information. OC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant 0 Of Massachusetts � ne . Air were, 'The Construction Testing People' • .s' 4 Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Grout Report Date 09-14-2018 Report No. 3 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. On site ALL FIELD TESTS DONE ACCORDING TO ASTM: c-476 C-1019 C-1064 C-143 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3000# Wall Fill I No. Of Sets: 1 I CUBIC YARDS: SET 1 LOCATION: Building B elevator shaft, lift 10-12 .m!: ": ' ,; '.:' . :: ! . ; Total Unit Slump(In.) 8 Lab Size Area ' ' Date Date `Age Load Load Air Temp(F.) 68 No. (In.) (sq.in.) Condition `;Cast Tested Days fibs.) (psi.) Grout Temp(F.) 71 G358 3 x 3 x 6 9.00 Good 09/14/2018 09/21/2018 7 19,000 2,110 Truck No. G359 3 x 3 x 6 9.00 Good 09/14/2018 10/12/2018 28 Ticket No. G360 3 x 3 x 6 9.00 Good 09/14/2018 10/12/2018 28 Time 9:45 G361 3 x 3 x 6 9.00 Good 09/14/2018 10/12/2018 28 • GENERAL REMARKS: Inspector Premium- -> Travel Name ...:. ' a , ; :,. d; .Time ;;;:. Hours • .:, i`I . ;' Time Paul Garrod No REVIEWED BY: Bryan M. Crabtree Our reports are available in PDF form via email. Please email us at reportseutsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • �fr ,, �;l Of Massachusetts «l: ? 'The Construction Testing People' • N-S- Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) C.M.U. Mortar Summary Report Report Date 09-14-2018 Report No. 3 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Mortar Strength(psi.): 0 0-350 0 N-750 El 5-1800 ❑ M-2500 ❑ Other: On Site Mix: Pre-Mix(brand): Ironclad Masonry Cement(brand): PC Type 1 Admixture(s): Type: Brand: Type: Brand: Pigment(s): Type: Brand: Dye Lot: Type: Brand: Dye Lot: Block • Block Type: El Standard 0 Glazed 0 Split Faced 0 Other: Block Size: 0 4" 0 6" El 6" ❑ 10" ❑ 12" ❑ Other: Horizontal Joint Reinforcement Wire Size(#): B Type: 0 Truss El Ladur 0 Tri-Rod 0 Hook and Eye 0 Prefab"Ells" 0 Prefab"Tees" ❑ Other: Spacing: 0 8"o.c. El 16"o.c. 0 24"o.c. ❑ Other. Wall Ties: 0 Adjustable 0 Trap 0 Triangle 0 Corrugated ❑ Other: Flashing Material: Location: 0 Thruwall 0 Base 0 slit ❑ Head 0 Jamb 0 Cap ❑ Other: Joints Type: El Struck 0 Tooled 0 Raked ❑ Other: GENERAL REMARKS: Building B Elevator shaft peetor Premium Travel Name _ Timew Nam 'lime Paul Garrod No Of Massachusetts � � -7 'The Construction Testing People' 1,. P:I Page 2 • 5 Richardson Lane,Stoneham,MA 02160 781.438-7755(Voice)781-438-6216(Fax) C.M.U. Mortar Summary Report Report Date 09-19-2018 Report No. 3 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. .REVIEWED BY: William P. Crabtree 4)Pv Our reports are available in PDF form via email. Please email us at report.Butsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inca Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa • Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant 4110 L4 ,. �;a Of Massachusetts slo 'The Construction Testing People' • qIr -Page 1 5 Richardson Lane,Stoneham,MA 02160 781-438-7755(Voice)781-438-6216(Fax) Grout Placement Summary Report Report Date 09-14-2018 Report No. 3 Distribution Copy Job Number 21927 Project Yarmouth Cannons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inca Grout Placement • Strength(lbs.): 0 2,000 0 2,500 0 3,500 0 4,000 ® Other: 3,000 Lift 0 High ® Low ❑ Other: Method: 0 Pump ® Manual ❑ .Vibrated 0 Puddled ❑ Other: Type: ® Wall 0 Pier 0 Column ❑ Other: Cleanouts ❑ Yes ® No •Present: Location Floor Level: 1st Room No.: Column Lines: Building B Elevator Other: Bond Beams Location: 0 Bed Cours 0 Intermediate(Course) 13th 0 Top Of Masonary ® Head 0 Sill 0 Other. Reinforcement: 0 Single ® Double O Other: Size Rebar: g Vertical Wall Reinforcement Bar Size(#): 0 4 ® 5 0 6 0 7 0 8 0 O Other: Bar: El Single 0 Double Bar Positioners: 0 Yes El No Spacing: 0 8" 0 16" ® 24" 0 32" 0 40" 0 48" ❑ Other: • Horizontal Joint Reinforcement Horizontal Joint ® Yes 0 No Reinforcement Wire#: 8 �Ilk J. �; Of Massachusetts • `eI 'The Construction Testing People' NI Ir Page • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Grout Placement Summary Report Report Date 09-19-2018 Report No. 3 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Type: 0 Truss El Ladur 0 Tri-Rod 0 Hook and Eye ❑ Other: Spacing(o.c.) 16" Flashing Type: ❑ Lead Coated Copper 0 E.P.D.M. 0 Coated Copper Fabric 0 Bituthene ❑ Other: Location: 0 Thruwall 0 Jamb 0 Head 0 Sill 0 Slab 0 Cap ❑ Other: GENERAL REMARKS: Premium Paul Garrod No Min Day 2 Hrls) REVIEWED BY: William P. Crabtree )Qc Our reports are available in PDF form via email. Pleas, email us at reports@utsofmass.com for more information. _ CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners KarlWalsh Dakota Partners Julian Lesnik Will Chalfant • ' .- N. ' 7 L ,►"1 Of Massachusetts lip IL ` 7 'The Construction Testing People' • +�►r Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 09-13-2018 Report No. 17 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo 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: 50 SET I LOCATION: Footing South side of Building C '. Total Unit Slump(In.) 7 Lab Size Area Date Date ' Age Load Load Fracture Air Temp.(F.) 67 No. ;(in.) _ (sq.In.) ff Condition Cast _ Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 G296 4.00 x 8.00 12.57 Good 09/13/18 09/20/18 7 31,500 2,510 1 Truck No. 15 G297 4 x 8 12.57 Good 09/13/18 09/27/18 14 Ticket No. 4943 G298 _ 4 x 8 12.57 Good 09/13/18 10/11/18 _ 28 — Time 8:45 G299 4 x 8 12.57 Good 09/13/18 10/11/18 28 Unit Wtlbs/CU it G300 4 x 8 12.57 Good 09/13/18 10/11/18 28 Air Content(%) GENERAL REMARKS: Inspector •..Premium Travel , . .3 it I V-?. '.'ti ,i Name Time Hours Time Brandon t4erkman No REVIEWED BY: Bryan M. Crabtree BAG FRACTURE TYPES J / (' r I f X X 11/ \\ \ Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder Is 125 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reports8utsofmass.com for more information. 't 1k . �;1 Of Massachusetts �i 'The Construction Testing People' �� !r Page 2 • 5 Richardson Lane,Stoneham, MA 02180 781-438.7755(Voice)781.438-6216(Fax) Compressive Strength Report - Concrete Report Date 09-13-2018 Report No. 17 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo - CC: Dakota Partners, Inc. - Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • • 0 r �ft 1. ; Of Massachusetts � 7 -The Construction Testing People' • �� ►r Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 09-13-2018 Report No. 17 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo FIELD SUMMARY REPORT -Total Pour: East 1/3 of Building C foundation walls (footing) ; WWTP and Community buildings entire footings; 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: 9 Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw ❑ Trailer ® Field CI Other •Placement Protection: ❑Thermal Blankets ❑ Heat ® None ❑ Other Slump Specification(in.) 4 to 7 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 09-13-2018 • Report No. 17 • Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmou Attachment a � w i a-4.0f Massachusetts Inc. rligNba Wan* The Construction Testi People `�S DAILY REPORT OFtCONCRr ET POUR Page • PROJECT NAME: kr'',I v VA, Coaw °.tom PROJECT NO.: DATE: 9 1 i3t t AIR TEMP.: CO TOTAL YARDS: C-4) LOCATION OF POUR: (c :- 'jz A Gui iCC7alt (('oo{, y, �,u ! e - .�,• 1 r4•• t . wri,'t Foo1,n'5 Load & Slump Batching Batching Time In Yards Concrete % of Ticket# No. of Truck# Inches In Out Minutes Temp. Air Cylinders IS i 7:Lro q: os: SS "lis -70 / 41441 lq S- 7 7 - 77 (:ob 9:0.J ea lob. tr�ry�ts it( v 3 ID:0° o 'D/ ,» /r - • `I l,h`t Cs ( ,) q:op /o: 3 C10 10AIo :1`,1117 l3 9:/S >., , y,y nA6 /^4tf? • • • • II 1 \ INSPECTOR::5fnAAA )A- 1rk ";.t'1 REMARKS:- bbd 6f thardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 le AOJ. ,;i Of Massachusetts �` `,r� 'The Construction Testing People' Page 1 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 09-13-2018 Report No. 18 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. WEATHER: Cloudy, 65° .TIME: 11:30 AM CONTACT: Tim Eaton of Dakota Partners PURPOSE: Observe earthwork construction and perform density tests EQUIPMENT: 315 DC excavator, T595 bobcat, C12 front end loader and push plate compactor TEST METHOD: ® Sand Cone 0 Nuclear Densometer TITLE: 0 Inspector 0 Staff Engineer 0 Engineer Maximum Field '" Test Percent Dry ` Dry Percent Elevation No. Moisture Density `I Density Compaction Location+- _ (Feat) 1 9.5 119.6 116.2 97.1 See sketch 3' below top of wall OBSERVATIONS: The purpose of this visit was to observe placement of earthwork for floor slab base and to perform field density compaction testing. The writer observed the site contractor placed on site F-M sand, trace gravel, trace silt, from sand layer in areas that were below the previous lift. The area was them 'compacted with the push plate compactor. The contractor left the trench with electrical conduits exposed for inspection along with the plumbing areas. After compaction, the area was firm, dry, and stable. A total of one field density compaction test was taken according ASTM D1556 Sand Cone method of testing. The earthwork observed does conform to the minimum requirements of 95% compaction. These observations were related to Mr. Eaton prior to departure. Inspector ",..Premium'; Travel,: Name ; "i -- ' ' ' ` lime '. Hours - _ ..Time , , Brandon Berkman No Min Day 2 Br(s) REVIEWED BY: Chuck Fraser 02 • , Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. �;li Of Massachusetts L1 .1`7 'The Construction Testing People.. �r !r Page 2 • 5 Richardson Lane,Stoneham,MA 02160 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 09-13-2018 Report No. 18 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. GC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners ' Julian Lesnik Will Chalfant • 1111 UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6218(Fax) • Report Date 09-13-2018 Report No. 18 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmou Attachment yaRSI" r ,f. if YAL '1► �v .' 'iSx L'atli 111 cai f � i7 ' tillF .r., v,,. e \ ,490,,,‘• t:• f 1 : ( itf '\ . rte.? q rig felt t \ s�stf'Or�l ti tl {t�J • A7"' .e" r ill. 3i, i l,+ i -.40 40" A.,fite% s ' is (ItC L11i z'0 �i � tr_ GG ` " uiitrr w"t''` yS -_ 1 1 o4 ^O'M `" , '.`^-,��' t♦.ti l t. 'Is :"I. x 2Slriciri.t \;_, ' �r"_ ® ISI, ei, i ,it Ast . .risi ' .. � :. � . 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'•} , w 8't nos"-,RN 7 t -.t,t....-.,:,., t t,i,.g Af` rt%,� �l. ; ilii i-�: t m.o.._ �..., 'i i?L I 3�'?„; • •• •t, is 7 - " s # :f� tai 1h r:' rie I Wf Fl _. fie. v } Y d 1 f2 ,..k: y fr' ).• DI t • ::In Ihiii,Yba .tea i f tliewZTtip /i , { .w.a..s,_• ii:t a iii ' .i+ra a 3=n MAin a ' . 4{ Z Ttit=-.:)s-,4:-Jai;;• • r• Zfi I S� : B/1fUFSTER LANE n l : (PUBLIC9seatse3 ,ea WIDE-1958 uvou7) r r" ,. , ;i Of Massachusetts �� � ;""i "The Construction Testing People' • �yIj Page 1 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 09-13-2018 Report No. 11 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. CONTACT: Tim Eaton TIME OF INSPECTION: 7:00 AM TIME OF CONCRETE PLACEMENT: 8: 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:16012 REVISION NUMBER: I DATED: SHOP DRAWING(S): •ROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES X NO AREA REVIEWED: East 1/3 of Building C foundation walls (footing) ; WWTP and Community buildings entire footings; 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 g 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: Reinforcing steel installation is complete and acceptable. nspector ,• .. ,. - .., z Premium:. , ., .. Travel ,. Name ' } Time `. Hours .. Time Brandon Markman No Min Day 2 Hr(s) �;1 Of Massachusetts 1.�; s.'" 'The Construction Testing People' � Page 2 • 5 Richardson Lane,Stoneham,MA 02160 781-438-7755(Voice)781-438-6216(Fax) • Reinforcing Steel Report Report Date 09-13-2018 Report No. 11 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. -REVIEWED BY: William P. Crabtree CV Wi Our reports are available in PDF form via email. Please email us at reportseutsofmass.com for more information. CD: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa • Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant 4111 k J. ,,1 Of Massachusetts �� ".w1 'The Construction Testing People' -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 09-12-2018 Report No. 17 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. WEATHER: cloudy 76° TIME: 8:00 AM CONTACT: Tim Eaton of Dakota Partners, Inc. PURPOSE: Observe earthwork construction and perform field density test EQUIPMENT: N/A TEST METHOD: 0 Sand Cone 0 Nuclear Densometer TITLE: ❑ Inspector 0 Staff Engineer 0 Engineer "' '"Maximum Field ' Test Percent Dry Dry Percent Elevation No.• Moisture , :Density Density Compaction Location': (Feet) 1 8.4 119.6 115.2 96.4 See Drawing 3' below TOW 2 8.4 119.6 115.7 96.8 See Drawing 3' below TOW OBSERVATIONS: The writer arrived on site and met with Tim Eaton. The purpose of this visit was to perform field density testing. Prior to inspection contractors placed a 1' lift of the onsite material from the sand layer (FM sand, trace gravel, trace silt) then compacted it. During inspection the writer observed compaction plate lines. The lift stood 3' below of T.O.W. A total of 2 field density tests were performed using the ASTM D1556 Sand Cone method of testing. The earthwork observed/tested does conform to minimum requirements of 95% compaction. These observations/testing results were reported to Mr. Eaton during this visit. Inspector ' Premium. '' Travel Name . Brandon Merkman No Min Day 2 Hr(s) REVIEWED BY: Chuck Fraser •our reports are available in PDF form via email. Please email us at reportsiutsofmass.com for more information. r. ,,;l Of Massachusetts "1 orin`-7 'The Construction Testing People' �ylss - Paget • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 09-12-2018 Report No. 17 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant 4111 4111 3 . 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" (2P4`ier ' e✓� t ' "moil wt.' • ,se _/ .,;w Sit rfa,.c i^7.+5L+q`$ i 7itli, « �t`, hi A. , ~lSA _ J... r;3 i In. F A ;uawyoeny nouuex '8Z e4nou .188 'suounuop yfnouzex pefoid LZ6TZ iegwnN qof LI 'oN nodaa • 8T0Z-ZT-60 a;ed podeJ (zed)9m—SCP-18L(a01oA)SSLL-8£4•18L 08120 VIN'weyeuo39'sun uospfe4pw S £a6ed 'oui 'snesnyoessey)f ;o Slfl � J. �;1 Of Massachusetts • 011 �; :r,.r� '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 09-10-2018 Report No. 11 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. WEATHER: TIME: CONTACT: SUMMARY: Transported 2 sets of cylinders cast on 9/7/18 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name .; ,,. .. :. is Time Hours v : .. r: Time. iii;Paul Garrod No REVIEWED BY: William P. Crabtree WT Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett • Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • J. sp., i Of Massachusetts 04�� i 'The Construction Testing People • +1..fe Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 09-07-2018 Report No. 16 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo 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: 2 I CUBIC YARDS: 58.5 SET I LOCATION: Building C - North wall center ... 4 Total Unit • Stump(in.) 6 Lab -Size ! Area Date Date Age Load Load Fracture Air Temp.(F.) 71 No. "(in.) ,. : '(sq.In.) Condition Cast`•i. . Tested. .'. Days (lbs.) (psi.) Type Conc Temp(F) 74 D612 4.00 x 8.00 12.57 Good 09/07/18 09/14/18 7 32,000 2,550 1 Truck No. 11 D613 4.00 x 8.00 12.57 Good 09/07/18 09/21/18 14 43,000 3,420 2 Ticket No. 4896 D614 4 x 8 12.57 Good 09/07/18 10/05/18 28 Time 8:50 0615 4 x 8 12.57 Good 09/07/18 10/05/18 28 Unit Wtlbs/CU ft 616 4 x 8 12.57 Good 09/07/18 10/05/18 28 Alr Content(%) 4.7 SET 2 LOCATION: Building C - East footing .Total - Unit Slump(in.) _ 6 3/4 Lab Size Area Date Date ' Age Load Load Fracture Air Temp.(F.) 72 No. {In.) .(sq.In.) Condition Cast Tested +;.. Days (Ibs.) .�"(psi) Type, Cone Temp(F) 75 D617 4.00 x 8.00 12.57 Good 09/07/18 09/14/18 7 34,000 2,700 1 Truck No. 10 D618 4.00 x 8.00 12.57 Good 09/07/18 09/21/18 14 42,000 3,340 1 Ticket No. 4900 D619 4 x 8 12.57 Good 09/07/18 10/05/18 28 Time 10:40 ,D620 4 x 8 12.57 Good 09/07/18 10/05/18 28 Unit Wtlbs/cu ft D621 4 x 8 12.57 Good 09/07/18 10/05/18 28 Air Content(%) 5.1 GENERAL REMARKS: inspector Premium t Travel Name Time Hours .. ' Time David Boyce No REVIEWED BY: Bryan H. Crabtree FRACTURE TYPES X X / 11 Type 1 Type 2 Type 3 Type 4 Type5 Type 6 ,,; Of Massachusetts `%,."1 'The Construction Testing People' Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 09-07-2018 Report No. 16 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo Reasonably well-formed Well-formed cone on Columnar 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 (25 mml of cracking no well-defined cone well-formed cones with hammer to unhanded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reportseutsofmass.com for more information. • cc: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik • Will Chalfant • �; Of Massachusetts •+;,, ` 7 'The Construction Testing People' Page 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 09-07-2018 Report No. 16 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo FIELD SUMMARY REPORT •Total Pour: Building C - West wall, South wall from West to center, North wall 3/4 off wall from West- East, East + South footings, North footing 1/4 from East 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 ❑ Thermal Blanket ❑Hay/Straw 0 Trailer ® Field •❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat 0 None ® Other Caps Slump Specification(In.) 6-8 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 09-07-2018 • Report No. 16 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment 1 • -;30f Massachusetts Inc. •�a Sr The Construction Testing PeoP4 Page# DAILY REPORT OF CONCRETE POUR PROJECT NAME: yArtN)Jt` Cci"e-vn5 �r PROJECT NO.: DATE: 1/1/( k AIR TEMP.: 1.1 TOTAL YARDS: fl.< LOCATION OF POUR: 13v;likiek5 C. knjlc S Gab,' 3 Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No. of Truck# Inches In , Out Minutes Temp. Air Cylinders II ( 1 127° 26D Xi) ' 9.7 4/ L�A-‹ I 0/ 19 °,10 V ' ���ti� i Cf: 30 ce,t1r 7C `9'S° I e63 rs' rip IC) 6a�-A cps) IU ttto fro i) -K c , moo B-c trop k , 41-WA r • 1 • INSPECTOR: D• `7vi(.t. REMARKS: 309Sr S Richardson Lane, Stoneham, Massachusetts 02180 (781) 433.7755 Fax (781) 438-6216 J- l �,i Of Massachusetts 41it;rei 'The Construction Testing People' r �.7:� / • N�. !i Page 1 5 Richardson Lane,Stoneham,MA 02180 781438.7755(Voice)781-438-6216(Fax) C.M.U. Mortar Summary Report Report Date 09-06-2018 Report No. 2 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Mortar - Strength(psi.): 0 O-350 0 N-750 El s-1800 0 M-2500 ❑ Other: On Site Mix: Pre-Mix(brand): Ironclad Masonry Cement(brand): Type s Admixture(s): Type: Brand: Type: Brand: Pigment(s): Type: Brand: Dye Lot: Type: Brand: Dye Lot: Block •flock Type: ® Standard 0 Glazed 0 Split Faced ❑ Other: Block Size: 0 4" 0 6" ® 8" 0 10" 0 12" ❑ Other: Horizontal Joint Reinforcement Wire Size(#): 8 Type: 0 Truss El Ladur 0 Tri-Rod 0 Hook and Eye 0 Prefab"Ells" 0 Prefab"Tees" ❑ Other. Spacing: 0 8"o.c. ® 16"o.c. 0 24"o.c. • ❑ Other: Wall Ties: 0 Adjustable 0 Trap 0 Triangle 0 Corrugated ❑ Other: Flashing Material: Location: 0 Thruwall 0 Base 0 NI 0 Head 0 Jamb 0 Cap ❑ Other: Joints Type: El Struck 0 Tooled 0 Raked ❑ Other: GENERAL REMARKS: spector Premium - Travel Name lime. Hours lime _ Paul Garrod No Nin Day 2 Hr(s) <as IVW.;i Of Massachusettsw.",1 'The Construction Testing People' • i Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) C.M.U. Mortar Summary Report Report Date 09-06-2018 Report No. 2 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. .REVIEWED BY: William P. Crabtree W7 Our reports are available in PD! form via email. Please email us at reportseuteofmaae.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls • Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant 110 L ,, �;i Of Massachusetts •�;%;ai7 'The Construction Testing People' Pagel 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Grout Report Date 09-05-2018 Report No. 2 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-193 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3000# ( No. Of Sets: 1 I CUBIC YARDS: SET I LOCATION: Building B Elevator NW Wall Total Unit Slump(In.) 7 1/2 Lab, Size, Area . Date t Date Age Load Load Air Temp(F.) 82 No. (in.) . :(sq.In.) Condition Cast Tested Days (lbs.) (psi.) Grout Temp(F.) 83 C058 3 x 3 x 6 9.00 Good 09/05/2018 09/12/2018 7 18,000 2,000 Truck No. C059 3 x 3 x 6 9.00 Good 09/05/2018 10/03/2018 28 Ticket No. C060 3 x 3 x 6 9.00 Good 09/05/2018 10/03/2018 28 Time 11:35 C061 3 x 3 x 6 9.00 Good 09/05/2018 10/03/2018 28 GENERAL REMARKS: Inspector '.; . Premium, a ;; .., Travel Name ` 'Time ' Hours ' :Time Paul Garrod No REVIEWED BY: Bryan M. Crabtree - SRC Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • l 4. �; Of Massachusetts i�'+ .1 'The Construction Testing People' • �♦' 4 Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Mortar Report Date 09-05-2018 Report No. 2 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1069 C-270 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: s-1800# I No. Of Sets: 1 SET I LOCATION: Building B Elevator shaft Total .Unit Air Temp.(F.) _70 Lab Size Area Date , Date mm Age Load Load Mortar Temp(F) 71 No. (in.) (sq.in.) Condition -..Cast Tested Days (lbs.) (psi.) Time 8:10 C082 2 x 2 x 2 4.00 Good 09/05/2018 09/12/2018 7 5,500 1,380 C083 2 x 2 x 2 4.00 Good 09/05/2018 10/03/2018 28 C084 2 x 2 x 2 4.00 Good 09/05/2018 10/03/2018 28 • GENERAL REMARKS: Inspector zPremium. : . Travel '. Name .. .. !r..Time _Hours {; '.' ' ;' Time " Paul Garrod No REVIEWED BY: Bryan M. Crabtree gide 'Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • il "t Of Massachusetts Lt 11 i. -The Construction Testing People" 0 1, i • Coif, Page 1 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Grout Placement Summary Report Report Date 09-05-2018 Report No. 2 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Grout Placement • Strength(lbs.): 0 2,000 0 2,500 0 3,500 0 4,000 El Other: 3,000 Lift: 0 High El Low ❑ Other: Method: 0 Pump El Manual 0 Vibrated 0 Puddled ❑ Other: Type: El Wall 0 Pier 0 Column ❑ Other: Cleanouts 0 Yes El No *resent: Location Floor Level: 1st Room No.: Column Lines: Building B elevator Other: Bond Beams Location: 0 Bed Cours 0 intermediate(Course) 0 Top Of Masonary El Head 0 Sill ❑ Other: Reinforcement: 0 Single El Double ❑ Other: Size Rebar: 5 Vertical Wall Reinforcement BarSize(#): 0 ® 5 0 0 0 0 ❑ Other: Bar: El Single 0 Double Bar Positioners: 0 Yes 0 No Spacing: 0 8" ® 16" 0 24" 0 32" 0 40" 0 48" ❑ Other. •orizontal Joint Reinforcement Horizontal Joint El Yes 0 No Reinforcement Wire#: 8 f �l Of Massachusetts il ►"`i'jJ -The Construction Testing People • Wall* Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781438-6216(Fax) Grout Placement Summary Report Report Date 09-05-2018 Report No. 2 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Type: 0 Truss El Ladur 0 Tri-Rod 0 Hook and Eye ❑ Other: Spacing(o.c.) 16 Flashing Type: 0 Lead Coated Copper 0 E.P.D.M. 0 Coated Copper Fabric 0 Bituthene ❑ Other: Location: 0 Thruwall 0 Jamb 0 Head ❑ sin 0 Slab 0 Cap ❑ Other: iilikGENERAL REMARKS: specter - Premium Travel Name 'S Time Hours Time Paul Garrod No REVIEWED BY: William P. Crabtree iderd Our reports are available in PDF form via email. Please email us at reportseuteofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • l Jo �; Of Massachusetts � rld1 'The Construction Testing People' • -ett - !r Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) C.M.U. Mortar Summary Report Report Date 09-05-2018 Report No. 1 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Mortar • Strength(psi.): ❑ 0.350 0 N-750 ® 5-180o 0 M-2500 ❑ Other. On Site Mix: Pre-Mix(brand): Ironclad Masonry Cement(brand): Type s Admlxture(s): Type: Brand: Type: Brand: Pigment(s): Type: Brand: Dye Lot: Type: Brand: Dye Lot: Block Block Type: El Standard 0 Glazed 0 Split Faced • 0 Other: Block Size: 0 4" 0 6" El 8" 0 10" 0 12" ❑ Other: Horizontal Joint Reinforcement Wire Size(#): a Type: 0 Truss El Ladur 0 Tri-Rod 0 Hook and Eye 0 Prefab"Ells" 0 Prefab"Tees" ❑ Other: . Spacing: 0 8"o.c. ® 16"o.c. 0 24"o.c. ❑ Other: Wall Ties: 0 Adjustable 0 Trap 0 Triangle 0 Corrugated ❑ Other: Flashing Material: Location: 0 Thruwall 0 Base 0 Sill 0 Head 0 Jamb 0 Cap ❑ Other: Joints Type: El Struck 0 Tooled 0 Raked ❑ Other: GENERAL REMARKS: Building B Elevator shaft spector - Premium Travel Name - lime Hours Time Paul Garrod No Max Day 2 Hr(a) 1 Ltiit J. _; �f Massachusetts L ,1 it `1 'The Construction TestingPeople' `y o. p Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) C.M.U. Mortar Summary Report Report Date 09-05-2018 Report No. 1 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. .REVIEWED BY: William P. Crabtree i (/ Wi Our reports are available in PDF form via email. Please email us at reportseutsofmass.com for more information. cc: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls • Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • .;i Of Massachusetts +�'"`e./ 'The Construction Testing People' • , Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Mortar Report Date 09-09-2018 Report No. 1 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo ALL FIELD TESTS DONE ACCORDING TO ASTM: c-1064 c-270 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: s-1800# -I No. Of Sets: 1 SET 1 LOCATION: Building B: Elevator shaft, Line F at 10 Level 1 Total Unit Air Temp.(F.) 75 Lab Size " Area , Date '' Date Age Load Load Mortar Temp(F) 72 No. .(in.) i (sq.In.) Condition '.Cast !-Tested. Days (lbs.) (psi.) Time 8:30 B258 2 x 2 x 2 4.00 Good 09/04/2018 09/11/2018 7 3,800 950 B259 2 x 2 x 2 4.00 Good 09/04/2018 10/02/2018 28 B260 2 x 2 x 2 4.00 Good 09/04/2018 10/02/2018 28 0 GENERAL REMARKS: Inspector Premium Travel Name _ Time "Hours' Time' Larry Selig No REVIEWED BY: Bryan M. Crabtree Bile *Our reports are available in PDF form via email. Please email us at reports8utsofmass.com for more information. GO: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head . Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant 0 L4. �;1 Of Massachusetts t. 11 7 'The Construction Testing People' • s) 7> Page 1 5 Richardson Lane,Stoneham,MA 02180 761438.7755(Voice)781438-6216(Fax) Compressive Strength Report - Grout Report Date 09-04-2018 Report No. 1 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo ALL FIELD TESTS DONE ACCORDING TO ASTM: C-976 C-1019 C-1064 C-143 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3000# I No. Of Sets: 1 I CUBIC YARDS: SET 1 LOCATION: Building B: Elevator shaft, Line F at 10 Level 1 Total Unit Slump(In.) 8 Lab Sae 'Area bate Date Age • Load load Air Temp(F.) 85 ' No. (in.) ' (sq.in.) Condition Cast ' '.Tested ` 'Days . (lbs.) '(psi.) Grout Temp(F.) 74 B658 3 x 3 x 6 9.00 Good 09/04/2018 09/11/2018 7 21,000 2,330 Truck No. B659 3 x 3 x 6 9.00 Good 09/04/2018 10/02/2018 28 Ticket No. B660 3 x 3 x 6 9.00 Good 09/04/2018 10/02/2018 28 Time - 2:00 3661 3 x 3 x 6 9.00 Good 09/04/2018 10/02/2018 28 • GENERAL REMARKS: Inspector , ,, Premium Travel- - Name ' Time Hours _ Time Larry Selig No REVIEWED BY: Bryan M. Crabtree ///e Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • lft ," Di Massachusetts in ij� 'The Construction Testing People' V. +r -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Grout Placement Summary Report Report Date 09-04-2018 Report No. 1 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Grout Placement • Strength(lbs.): 0 2,000 0 2,500 0 3,500 0 4,000 El Other: 3000 Lift: 0 High ® Low ❑ Other: Method: 0 Pump ® Manual ❑ Vibrated 0 Puddled ❑ Other. Type: El Wall 0 Pier 0 Column ❑ Other: Cleanouts 0 Yes El No resent: Vocation Floor Level: Level -1 Room No.: Elevator Column Lines: Filo Other: Building B Bond Beams Location: 0 Bed Cours 9 Intermediate(Course) 0 Top Of Masonary ❑ Head 0 Sill • 0 Other: Reinforcement: 0 Single ® Double ❑ Other: Size Rebar 45 Vertical Wall Reinforcement Bar Size(#): ❑ 4 ® s ❑ 6 ❑ 7 ❑ 8 ❑ 9 ❑ Other: Bar El Single 0 Double Bar Positioners: 0 Yes 9 No Spacing: 0 8" 0 16" 0 24" ® 32" 0 40" 0 48" ❑ Other: alorizontal Joint Reinforcement orizontal Joint ® Yes 0 No Reinforcement Wire#: 9 .1.1i Cif Massachusetts J.11 1 'The Construction Testing People' sk,. mp i N!- �i Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Grout Placement Summary Report Report Date 09-04-2018 Report No. 1 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Type: El Truss 0 Ladur 0 Tri-Rod 0 Hook and Eye ❑ Other. Spacing(o.c.) 16m Flashing Type: 0 Lead Coated Copper 0 E.P.D.M. 0 Coated Copper Fabric 0 Bituthene ❑ Other. Location: ❑ Thruwall 0 Jamb 0 Head 0 Sill 0 Slab 0 Cap ❑ Other: GENERAL REMARKS: specter Premium Travel Name - Tlme Hours Time Larry Selig No Max Day 2 Hr(s) REVIEWED BY: William P. Crabtree 1Q� WT Our reports are available in PD! form via email. Please email us at reportseutsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • r lJ.� ` �;l Of Massachusetts � ► ` 7 "The Construction Testing People'' 0 '►I Page 1 Ns 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-29-2018 Report No. 14 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 2 I CUBIC YARDS: 66 SET 1 LOCATION: Building B BOG - Elevator shaft East end Total "t': Unft. . '`:;' ;;` . '.. : ..u, ;, : Slump(In.) 6 Lab Size - Area Date Date' Age Load Load Fracture Air Temp.(F.) 78 No (In.) (sq.in.) :Condition: Cast Tested Days i(lbs.) (psi.)' Type Cone Temp(F) 82 A878 4.00x_8.00_ 12.57 Good 08/29/18 09/05/18 7 31,000 2,470 `1 Truck NO. 56 A879 4.00 x 8.00 12.57 Good 08/29/18 09/12/18 14 36,000 2,860 1 Ticket NO. 8419 A880 4 x 8 12.57 Good 08/29/18 09/26/18 28 Time 7:40 A881 4 x 8 12.57 Good 08/29/18 09/26/18 28 UnitWtlbs/cu ft 882 — 4 x 8 12.57 Good 08/29/18 09/26/18 28 Alr Content(%) SET 2 LOCATION: Building B SOG - Elevator shaft West end ":Total i Unit:. ,-'7.. Slump(In.) 6 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 84 No.i (in.) , " (sq.in.) Condition- Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 82 B021 4.00 x 8.00 12.57 Good 08/29/18 09/05/18 7 28,000 2,230 1 Truck No. 53 B022 4.00 x 8.00 12.57 Good 08/29/18 09/12/18 14 42,000 3,340 1 Ticket No. 8419 8023 4 x 8 12.57 Good 08/29/18 09/26/18 28 Time 8:95 ,3024 _ 4 x 8 12.57 Good 08/29/18 09/26/18 26 Unit Wtlbs/cu ft B025 4 x 8 12.57 Good 08/29/18 09/26/18 28 Air Content(%) GENERAL REMARKS: Inspector' ' " Premium s Travel Name Time . Hours - Time Dennis Read No Min Day 2 Hr(s) REVIEWED BY: Bryan M. CrabtreeBAC FRACTURE TYPES (� )\\ A / N • x Type 1 Type 2 Type 3 Type 4 Types Type 6 I �;i Of Massachusetts dr No. L II 'The Construction Testing People" Ny, ir Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-29-2018 Report No. 14 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod Reasonably wall-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 leas 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.00m for more information. • CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik • Will Chalfant • , ; Of Massachusetts %% + l 'The Construction Testing People' • Ns�diI4 Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-29-2018 Report No. 14 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod FIELD SUMMARY REPORT Total Pour: Building B SOG - Elevator shaft 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 ❑Hay/Straw 0 Trailer ® Field •0 Other Placement Protection: 0 Thermal Blankets 0 Heat 0 None ❑ Other Slump Specification(in.) 4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: • • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 08-29-2018 • Report No. 19 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment tH. I;.14 Of Massachusetts Inc.— '$ i' The Construction TestingPeoples `,S,# 11 DAILY REPORT OFNCRUR Page# PROJECT NAME: 1Grtrot/ A UOm01o,15 PROJECT NO.: DATE: $ a� 1� AIRTEMP.: P)S TOTAL YARDS: GG rept co/ LOCATION OF POUR: LOG ]u�� I lAtrl() Ele✓4-o✓S1ta.Pd" slab 30003/y !t OM t rtiRwA iibcrMesh Load & Slump Batching Batching Time In Yards Concrete % of Ticket# No.of Truck# Inches In Out Minutes Temp. Air Cylinders SSG & 4:35— !'ID GAS f) (I , `LS) IS /Y, 1)3 6;50 $; oo 'io ' as (attic �a. x,15 51,1DS 5. I ( �8 /SO • ');36 S:aS s ,; IL-4-14 1396 - iO 5:so t,4 S S II SS s3 s,, F919 [3-± g!;o 9,70 SO ') Z /SEW) 1 • INSPECTOR: {tny,I S REP.A REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438.6216 ,, ±,1 Of Massachusetts .' 1 'The Construction Testing People' N� ►r -Page 1 IIRichardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-29-2018 Report No. 14 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-193 C-1069 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 2 I CUBIC YARDS: 66 SET 1 LOCATION: Building B SOG - Elevator shaft East end lTotal Unit Slump(in.) 6 Lab,, ,Size Area ; , Date Date Age Load Load Fracture Air Temp.(F.) 78 No. (In.) (sq.In.) Condition Cast Tested Days '(lbs.) (psi.) Type Conc Temp(F) 82 A878 4.00 x 8.00 12.57 Good 08/29/18 09/05/18 7 31,000 2,470 1 Truck No. 56 A879 4 x 8 12.57 Good 08/29/18 09/12/18 19 - Ticket No. 8919 A880 ' 4 x 8 12.57 Good 08/29/18 09/26/18 28 Time 7:40 A881 4 x 8 12.57 Good 08/29/18 09/26/18 28 Unit Wtlbs/CU ft A882 4 x 8 12.57 Good 08/29/18 09/26/18 28 AIr Content(%) SET 2 LOCATION: Building B SOG - Elevator shaft West end ;:Total Unit Slump(in.) 6 Lab Size -i Area l Date - . Date Age Load . Load Fracture Air Temp.(F.) 89 No. (in.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 82 B021 9.00 x 8.00 12.57 Good 08/29/18 09/05/18 7 28,000 2,230 1 Truck No. 53 B022 4 x 8 12.57 Good 08/29/18 09/12/18 14 Ticket No. 8919 8023 4 x 8 12.57 Good 08/29/18 09/26/18 28 Time 8:45 03024 4 x 8 12.57 Good 08/29/18 09/26/18 28 Unit Wtlbs/CU ft 3025 4 x 8 12.57 Good 08/29/18 09/26/18 28 AIr Content %) GENERAL REMARKS: Inspector `.Premium Travel Dennis Read No Min Day 2 Hr(4) REVIEWED BY: Bryan M. Crabtree Bim/. FRACTURE TYPES / • XX )\. A \ ic Type 1 Type 2 Type 3 Type 4 Type5 Type 6 ,;i Of Massachusetts nags`S7 'The Construction Testing People' / Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Compressive Strength Report- Concrete Report Date 08-29-2018 Report No. 14 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder Is (25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti • Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylla Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • lr r L J. _tit Of Massachusetts L"git#'kr, 'The Construction Testing People" Page 3 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781.438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-29-2018 Report No. 14 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod FIELD SUMMARY REPORT •Total Pour: Building B SOG - Elevator shaft 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 ❑ 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: • • • --Y UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 08-29-2018 Report No. 19 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment - • ��'µtil Of Massachusetts Inc. 040,,i ►..?' The Construction TestingPeople" Page# ,DAILY REPORT OFCONCRETE UR PROJECT NAME: ?farm/N.14 R Ltommo4/5 PROJECT NO.:Fp DATE: $ a513 AIR TEMP.: 4)2 tt TOTAL YARDS: (el,' CRpeCod LOCATION OF POUR: .SQ(, �ui��i�✓ln(), �evagarSkta,fd" 5`0,11 3'oo3/y 'ooa"'l n RwrZ lFibe✓Mnh Load & Slump Batching Batching Time In Yards Concrete % of Ticket# No. of Truck# Inches In Out Minutes Temp. Air Cylinders Ski (p (x;35 1):110, C9 5- 1]- I( / 84' .. ✓e- r 1)3 (e 1Z100:so , ov Bio ' -a2 I:mrl- ');;K Z;l0 55 II 38 , 189!? • 1)1'30 ;a5- 1 S It/i9 1896 , _ -C3 Co 5;50 51,45 S5 '► ss S: s,, trig 13- 54. 3-5 . 1.D-0 9,10 Sa I I li� i g tmo 1 INSPECTOR: D writ S R¢P REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 �;1 Of Massachusetts J.+%'�* , 'The Construction Testing People' .Page 7 44111. 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)7814384216(Fax) Concrete Field Report Report Date 08-27-2018 Report No. 10 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. WEATHER: TIME: CONTACT: SUMMARY: Transported 1 set of cylinders cast on 8/24/18 to the lab for testing. GENERAL REMARKS: Inspector •Premium:i Travel . Name Time �Houts Time Paul Garrod No •REVIEWED BY: William P. Crabtree WT Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • L ,. .jaii Of Massachusetts Vit` 1:187'1 • NS 7 -The Construction Testing People' > -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-24-2018 Report No. 13 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. - Concrete Co. Fucillo 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: 37 SET I LOCATION: Northside wall Total Unit Slump(in.) 7,6 Lap _ Size" Area Date Date Age Load - a-Load Fracture Air Temp.(F.) 72 No. . (In.) (sq.M.) Condition Cast Tested -� 'Days (lbs.) (psi.) �' Type Conc Temp(F) 78 X493 4.00 x 8.00 12.57 Good 08/24/18 08/31/18 7 40,000 3,180 1 Truck NO. 12 X494 4.00 x 8.00 12.57 Good 08/24/18 09/07/18 14 50,000 3,980 1 Ticket NO. 9799 X495 4.00 x 8.00 12.57 Good 08/24/18 09/21/18 28 53,000 4,220 1 Time 9:30 X496 4.00 x 8.00 12.57 Good 08/24/18 09/21/18 28 56,000 4,460 2 Unit Wtlbs/cu ft .997 4.00 x 8.00 12.57 Good 08/24/18 09/21/18 28 57,500 4,570 1 Aif Content(%) 5.25 GENERAL REMARKS: Inspector • ,. `Premium . Travel Name` ..,Time Hours , , Time James Loughlin No Min Day 2 Br(s) REVIEWED BY: Bryan N. Crabtree fi/f FRACTURE TYPES \ r / \ X , A Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur - but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder Is (25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from • Type 1 Our reports are available in PDF form via email. Please email us at reports8utsofmass.com for more information. Of Massachusetts �; r` rs3 'The Construction Testing People' Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-24-2018 Report No. 13 • Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo - CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton _ Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • • �;i Of Massachusetts ��; / -The Construction Testing People' l• %S Fr Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-29-2018 Report No. 13 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo FIELD SUMMARY REPORT Total Pour: Building C Walls 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: ❑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.) 4-7 Number of slumps out of specification reported to If rejected Approved by Remarks: • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 08-24-2018 • Report No. 13 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment 44. • v.Sal Sal Of Massachusetts inc. oPeoples sensI The ConstructionTesting e Page# 1 e I `S!. DAILY REPORT OF CONCRETE POUR PROJECT NAME:egn rout-1.13 1/4/7(10QK PROJECT NO.: DATE: g'114'1`d AIR TEMP.: 7)P TOTAL YARDS: 5? LOCATION OF POUR: L \Vkth St4In \4e51' S,� YJctIIS 1 .1:1hy Ci Load & Slump Batching Batching Time In Yards Concrete % of Ticket# No.of Truck# Inches In Out Minutes Temp. Air Cylinders 1� 7/4 54o 7v ("/ o 2S `yy2/4 4-5 .16 ,)' C13o 1030 bQ t`'//-o X X 4`1795 1S / tl4S 110D 75 `/30 V n `!47% )C • t X ION) 1131 90 7/3? X x 4971.7 • • • INSPECTOR: \f1\ REMARKS 3V g 5? 5 Richardson Lane. Stoneham. Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 I L7. �;1 Of Massachusetts J.�; t`; J 'The Construction Testing People' Page 1 0 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report ReportDate 08-24-2018 Report No. 16 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. WEATHER: Sunny 78° TIME: 2:00 PM CONTACT: Tim Eaton of Dakota Partners PURPOSE: Observe earthwork construction and perform field density test EQUIPMENT: Excavator 325CL, Plate Compactor HAT2 Supra TEST METHOD: ® Sand Cone D Nuclear Densometer TITLE: ❑ Inspector 0 Staff Engineer 0 Engineer Maximum Field 114 est Percent Dry Dry Percent ' , ,' ,1:.J'.- , Elevation -',,,y4: D - `No7-' ...Moisture ..!.. Density .: Density compaction location ,--,' '" ! = l - (Feet) 7.8 119.6 115.3 96.4 See Drawing 4' below BOF 7.8 119.6 - 115.1 96.2 See Drawing 2' below BOF 3 7.8 119.6 116.0 96.9 See Drawing BOF OBSERVATIONS: Night time rate 5:00 PM to 6:00 PM. The writer arrived onsite and met with Tim Eaton. The purpose of this visit was to perform field density tests. Prior to arrival the contractor excavated and discarded top layers of organic material -and got 6' deep below bottom of footing point. During visit they used excavator to place and grade the onsite material, FM sand, trace gravel, trace silt, from the sand layer into 1' lift. The fill was subsequently compacted with the plate compactor. A total of 3 field density tests were performed using the ASTM D1556 Sand Cone method of testing. The earthwork observed/tested does conform to minimum requirements of 95% compaction. These observations/testing results were reported to Mr. Eaton during this visit. Impactor,. ' h , } 6 +li 'r a ° .. 'Premium= Travel t Name ' '*- .04._.� `: Time ! Hours . Time ' =',14 . , Brandon Merkman No Min Day 2 Br(a) •EVIEWED BY: Chuck Fraser C/� Aja_ Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more intonation. �; Of Massachusetts L a.t .p ' 7 'The Construction Testing People w !i Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 08-24-2018 Report No. 16 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. OC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • • UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) • Report Date 08-24-2018 Report No. 16 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmou Attachment 'I' ‘4t-6-:0• 4 .i•4^+ ° . / '/,t t •., I. tat. i • r ..774:"1-;:t.,.SII Acs ham , 0114 i. ;, 4Z r M � p.asP782 as .is, . 1, e it iore_plAtis ,.. r. 7 4 ') 7.36 19ttV %"``i lls r',lir 1 s' e t pri.(4)1711 kt 4MIRK' tl t Zeiler /` 'X X.IM ,t S 'LLY�p PIPING tt S �n, • at, 4 f X • ,; III!,:!;';' E .friR "4:1:' - ...'j'.,wor ti tip I d *t �p�y�y�yp'� 149-11.7- ,4,,,„... AAtt,- ,, , -cs nt "1 , ' '1" ftvet. rnrw . `j:�— . , An' y.AMY -L • �. 2—, 1 M •yL4d. C i F04, 440 RAI 41W4 WI" pail 4.4 1 � 'f i we ig% Hu . �- ert 494 1 �. .:t ] - ,r t't+ 44.,Atj r ,t1 , 3 a L r .' .A 'LS at grei - 2141111 r ,r; t ¢ 4 ' ‘4• 14:1 t I 1i F'� t 4,P. r � r11.t! ...3ta]1 is -1-.it I .v11 .. ' LAK ' � !w.} 7 1+ 1rr?", .,I ,71.," a , , ,. 1 i h lift �' t °; L L ,111, 1tt ,r_ i+�W ;14 �,.. t'.. :ly' k ` - 'ft'.p, 4 tli4 3 !' d, r• it.e:'. ( * . I.,4 00" w. qi 1, / Ia a1ti a lr'' r:'7.-4,-.1 » ` f}w era �7 titt 7, �.1. 1 'e ,tPtow' r4 ilr,3) ,,:ii t ,k , + a ft r; �„�`i '9t�+41.111#44 t•s it sults 4 + ttr r °.„. rry 2�. .. 1. 1 rvmat rg 1 • ,44 .,+ Phar 4}sxL I.. 41 A.. ; "x c. �'.1 , m r' : �' .14i # i ) M r, . }tee h r; ,`-, si} �T+�d < n 3., -.. a,i/ :z tc. i.t. . wf [ M SE {�� ' � 3 S' Y {,y 25 lna+t y,'Kt.i1y �N. yy b�yy'�tti p lyI_ At bf�.j-i t'. ..4, J y„ti#"^N',�1 1 {I p'�. 1 1L�J}1F'Y� N^�. sAiw 1 t Y '^M1"rlt� ' .'."..-S roti1 ;» ;4„i P� w 'tin l A..,r �. 11l' 1 'IBJ. , :*. Al. .yam c..r' {{ ;; mss .-kill -, '.4 Ai.) ttrd i` ,.s._t f . , '...- , . —,4..�. .. •nI..z2 141 h.. ..�- k J. ,,, ,ii Of Massachusetts Is " 61;".1 'The Construction Testing People' tionJIB -Page 1 ' t 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-24-2018 Report No. 13 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo 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: 37 _ SET I LOCATION: Northside wall Total Unit Slump(in.) 7,6 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 72 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 78 X493 4.00 x 8.00 12.57 Good 08/24/18 08/31/18 7 40,000 3,180 1 Truck NO. 12 X494 4.00 x 8.00 12.57 Good 08/24/18 09/07/18 14 50,000 3,980 1 Ticket No. 9799 4111J X495 4 x 8 12.57 Good 08/24/18 09/21/18 28 Time 9:30 X496 4 x 8 12.57 Good 08/24/18 09/21/18 28 Unit Wtlbs/cU ft X497 , 9 x 8 12.57 Good 08/24/18 09/21/18 28 Air Content(%) 5.25 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time James Loughlin No Min Day 2 Ar(s) .REVIEWED BY: Bryan M. Crabtree ///e FRACTURE TYPES / �l I/ /{/�(' / N X A 1 \ 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 and,vertical cracks cracking through with no cracking or bottom(occur but end of lees than 1 Inrunning through caps, both ends,no through ends;tap commonly with cylinder is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reports8utsofmaes.com for more information. rl L ..jl Of Massachusetts �� :` 7 'The Construction Testing People' `,'SII Page 2 ,,,_ ' s 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-24-2018 Report No. 13 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo - cc: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant III • • Of Massachusetts +m i` 7 'The Construction Testing People" �` Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-24-2018 Report No. 13 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo FIELD SUMMARY REPORT •Total Pour: Building C Walls 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.) 4—7 Number of slumps out of specification reported to tf rejected Approved by Remarks: • • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 08-24-2018 . Report No. 13 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment • ^ : a Of Massachusetts Inc. ��sa nisi "The Construction Testing people' Page# I ci c`�!� DAILY REPORT OF CONCRETE POUR PROJECT NAME:tan fwe.,LS Ytnn 4\ PROJECT NO.: DATE: 9:11-1.1i3 AIR TEMP.: 72 n TOTAL YARDS: 37 LOCATION OF POUR: 4 Ns-6. , r()A,ae51 `At WI OS Ita G Load & Slump Batching Batching Time InYards Concrete %of Ticket# No.of Truck# Inches In Out Minutes I Temp. I Air Cylinders •7/6 ‘tio 7v I,%o 7S 15. 5 �H21y 4 'lb )( 0130 ! 030 bo '"L0 X X 4479 IS `L4S 1thb 75 no y- A 4/17% )C • t� ) \on 130 \b 17/3? X I ) :1k7617 .Y I I S INSPECTOR: % ts:+`,n REMARKS - SOB 5 5 Richardson Lane. Stoneham. Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 lr• ,. 'e.t.a Of Massachusetts i� + ./ 'The Construction Testing People" • Q !i Page i 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-29-2018 Report No. 13 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-193 C-1069 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: 37 SET I LOCATION: Northside wall . .Total Unit Slump(in.) 7,6 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 72 Nol. ((in.) - (s9.in.) Condition Cast Tested Days (lbs.) {psi.) Type Conc Temp(F) 78 X493 4.00 x 8.00 12.57 Good 08/24/18 08/31/18 7 90,000 3,180 1 - Truck No. 12 __X499 4 x 8 12.57 Good 0e/29/18 09/07/18 14 Ticket No. 9799 X495 4 x 8 12.57 Good 08/24/18 09/21/18 28 Time 9:30 X496 4 x 8 12.57 Good 08/24/18 09/21/18 28 Unit Wt lbs/cu ft 497 4 x .8 12.57 Good 08/24/18 09/21/18 28 Air Content(%) 5.25 GENERAL REMARKS: Inspector Premium S Travel Name .. . u Time Hours Time" James Loughlin No Min Day 2 Hr(s) REVIEWED BY: . Bryan M. Crabtree gAt e • FRACTURE TYPES ((„,�' )\\\ (l i \ r Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder Is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at report.Butsofmaes.com for more information. ;a Of Massachusetts I. IL `s, 'The Construction Testing People' Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-24-2018 Report No. 13 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head - Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • 4111 `r , x Of Massachusetts +" 'The Construction Testing People' N-S r Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-24-2018 Report No. 13 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo FIELD SUMMARY REPORT Total Pour: Building C Walls 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 0 Heat 0 None ® Other Slump Specification(in.) 4_7 Number of slumps out of specification reported to if rejected Approved by Remarks: • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 08-24-2018 . Report No. 13 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmou Attachment t• • ,�:: �Of Massachusetts Inc. �iw s/ The Construction TestingPeop Page# � of '�!- DAILY REPORT OFr UR PROJECT NAME:S?? site.1-(3 Y417✓)i A N PROJECT NO.: DATE: g'Zl-l'i`a p' 1 AIRTEMP.: /.2n TOTAL YARDS: 37 LOCATION OF POUR: & `3).4'h *F .,, S()� n.Vie rat Walls I{d:y Load & Slump Batching Batching Time In Yards Concrete % of Ticket# No.of Truck# Inches In Out Minutes Temp. Air Cylinders • \)__ 7/6 TO SLIo ?v 1%0 7S 5,25 t142211 A. 16 - q30 l o30 b() '%D X x 4475 cv4S \) up 75 '19/30 xA 947`tb )( • X 1bQu 1U3b c0 1/27 y y , t1k7t7 t) • INSPECTOR: REMARKS 3O , 5? 5 Richardson Lane. Stoneham. Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 „ ; Of Massachusetts J.� � w1 'The Construction Testing People' N-a- -Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-20-2018 Report No. 12 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-193 C-1069 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/9” I No. Of Sets: 2 I CUBIC YARDS: 66 SET 1 LOCATION: Building B, slab 2 Total Unit , Slump(in.) 6 Lab Size Area Date Date Age Load Load Fracture pir Temp.(F.) 67 No, (in.) " (sq.in.) Condition Cast Tested Days (lbs.) (psi) Type Conc Temp(F) 82 V990 4.00 x 8.00 12.57 Good 08/20/18 08/27/18 7 31,000 2,470 1 Truck No. 53 V991 4.00 x 8.00 12.57 Good 08/20/18 09/03/18 14 41,000 3,260 2 Ticket No. 18266 V992 4.00 x 8.00 12.57 Good 08/20/18 09/17/18 28 68,000 5,410 1 Time 8:00 V993 4.00 x 8.00 12.57 Good 08/20/18 09/17/18 28 67,000 5,330 2 Unit Wtlbs/cu ft 7994 4.00 x 8.00 12.57 Good 08/20/18 09/17/18 28 69,000 5,490 2 pir Content(%) SET 2 LOCATION: Building B, slab 4 Total Unit Slump(in.) 6 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) 78 v995 4 x 8 12.57 Good 08/20/18 08/27/18 7 27,000 2,150 1 Truck No. 82 V996 4.00 x 8.00 12.57. Good 08/20/18 09/03/18 14 39,000 3,100 2 Ticket No. 18271 V997 4.00 x 8.00 12.57 Good 08/20/18 09/17/18 28 51,000 4,060 1 .Time 9:30 ,V998 4.00 x 8.00 12.57 Good 08/20/18 09/17/18 28 52,000 4,140 2 Unit Wtlbs/CU ft V999 4.00 x 8.00 12.57 Good 08/20/18 09/17/18 28 54,000 4,300 1 Air Content(Y.) GENERAL REMARKS: Inspector _ Premium! ';: Travel;. 4 •� Name Time Hours Time Dennis Read No Min Day 2 Hrls) REVIEWED BY: Bryan M. Crabtree Bi�//�(� FRACTURE TYPES /e { N • ‘ „if Type 1 Type 2 Type 3 Type 4 Types Type 6 • set/ y al Massachusetts ..1 'The Construction Testing People' NW1; Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-20-2018 Report No. 12 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod 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: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik • Will Chalfant S �! Of Massachusetts �� 111; 1 'The Construction Testing People' • ��,es_� Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-20-2018 Report No. 12 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inca Concrete Co. Cape Cod FIELD SUMMARY REPORT Total Pour: Building B, slabs 1-9 Method of Placement: ®Pump 0 Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ❑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 S'lacement Protection: 0 Thermal Blankets 0 Heat 0 None 0 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 s� 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 08-20-2018 • Report No. 12 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmou Attachment - • AC: 1 Of Massachusetts Inc. %sem:; The Construction Testing � ��s� OpC�. Page# DAILY REPORT OF CONCRETE POUR PROJECT NAME: Y rmo�n�\i COM wn,✓i y/ar.•ovti it PROJECT NO.: DATE: )ter''f 1-8 AIR TEMP.: Cir ; TOTAL YARDS: 6F(! Cape cco LOCATION OF POUR: '& atA11aiwt coo I/ X00 rv4 O Load & Slump Batching Batching Time In Yards Concrete I % of Ticket# No. of Truck# Inches In Out Minutes Temp. Air Cylinders 53 'rX;cc O r)S 11 11 '' : 1 'a'f a- S. rg B;IS riOi .I c. 18a4r) • � a.. 7:39 � ' 3C1 (,0 ' -H. JEW.? • • en I "I v � I NL) i%DO . S p <e ',3r) 5'. r) Gab ) ' S 5 �F Ike'; t, 5 3 9:o1 ler "` '70 '( !di 18313 • I I i • INSPECTOR: [ 4t-,ni; Etf.t..6 REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 l� ,. .1;1 Of Massachusetts �� 1 The Construction Testing People' • %tee, Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-20-2018 Report No. 12 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod ALL FIELD TESTS DONE ACCORDING TO ASTM: c-172 c-31 c-143 c-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 2 I CUBIC YARDS: 66 SET 1 LOCATION: Buildinq B, slab 2 Total '.Unit Slump(in.) 6 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 67 lifNo. (In.) (sq.in.) Condition Cast Tested Days OW (psi.) Type Conc Temp(F) 82 V990 4.00 x 8.00 12.57 Good 08/20/18 08/27/18 7 31,000 2,470 1 Truck No. 53 V991 4.00 x 8.00 12.57 Good 08/20/18 09/03/18 14 41,000 3,260 2 Ticket No. 18266 V992 4 x 8 12.57 Good 08/20/18 09/17/18 28 Time 8:00 V993 4 x 8 12.57 Good 08/20/18 09/17/18 28 Unit Wtlbs/CU ft 994 4 x 8 12.57 Good 08/20/18 09/17/18 28 Air Content(%) SET 2 LOCATION: Buildinq B, slab 4 Total Unit Slump(in.) 6 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) - 68 No. (in.) (sq.in.) Condition Cast Tested Days (Ibs) (psi.) Type Conc Temp(F) 78 V995 4 x 8 12.57 Good 08/20/18 08/27/18 7 27,000 2,150 1 Truck No. 82 V996 4.00 x 8.00 12.57 Good 08/20/18 09/03/18 14 39,000 3,100 2 Ticket No. 18271 V997 4 x 8 12.57 Good 08/20/18 09/17/18 28 Time 9:30 (V998 4 x 8 12.57 Good 08/20/18 09/17/18 28 Unit Wtlbs/Cu ft V999 4 x 8 12.57 Good 08/20/18 09/17/18 28 Air Content(%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Dennis Read No Min Day 2 Br(s) REVIEWED BY: Bryan M. Crabtree j/e FRACTURE TYPES11) M : r / N j\N ' , ill X X / Type 1 Type 2 Type 3 Type 4 Types Type 6 • L �;a of Massachusetts as,a#`e7 'The Construction Testing People' Page 9 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-20-2018 Report No. 12 Distribution Copy Job Number 21927 • Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod 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 Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth MarkGrylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh _ Dakota Partners Julian Lesnik Will Chalfant lt �r �;1 Of Massachusetts 0L 1.�`� ` i 'The Construction Testing People" Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-20-2018 Report No. 12 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod FIELD SUMMARY REPORT -Total Pour: Building B, slabs 1-9 Method of Placement: 9 Pump 0 Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: 0 Vibrator ® Other Other: Screed Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer 9 Field ❑ Other. Placement Protection: ❑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 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) Report Date 08-20-2018 • Report No. 12 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmou Attachment [: :L1 of Massachusetts Inc. ��;:`UL. The Construction Testing '€` �� V Page# .I 1 DAILY REPORT OF CONCRETE POUR PROJECT NAME: yarMVA 11 COW.vn,✓S yaw 64,o'; h PROJECT NO.: DATE: 511V111511V111 AIR TEMP: ./." / ; TOTAL YARDS: 6' ' Cape Cod LOCATION OF POUR: c,<` 13u 11a iwcii.Cer>3141 . 01) B Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No. of Truck# Inches In Out Minutes Temp. Air Cylinders (C ) 1:r( g: I S r/ Ira4 5 _ :L. 1):39 : 39 (,D 's 1ba4F • (l', I `I .%y1-) 1%;i0 8 I (0 �s',3) 5 .L (OD 11 1 j kJr. 5.� croLf ic1 '1/4/ o I144, 13373 • • INSPECTOR: I4t•,ht, 44Ctkdk REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 �j Of Massachusetts k J. gm ��1"I ", 'The Construction Testing People' • \tat" -Page 1 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Compressive Strength Report -Concrete Report Date 08-20-2018 Report No. 12 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-3 9 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 2 I CUBIC YARDS: 66 SET 1 LOCATION: Building B, slab 2 Total Unit Slump(in.) 6 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) 82 V990 4.00 x 8.00 12.57 Good 08/20/18 08/27/18 7 31,000 2,470 1 Truck NO. 53 V991 4 x 8 12.57 Good 08/20/18 09/03/18 14 Ticket No. 18266 V992 4 x 8 12.57 Good 08/20/18 09/17/18 28 Time 8:00 V993 4 x 8 12.57 Good 08/20/18 09/17/18 28 Unit Wtlbsicu ft 94 4 x 8 12.57 Good 08/20/18 09/17/18 28 Air Content(%) SET 2 LOCATION: Building B, slab 4 Total Unit , Slump(In.) 6 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) 78 V995 4 x 8 12.57 Good 08/20/18 08/27/18 7 27,000 2,150 1 Truck No. 82 V996 4 x 8 12.57 Good 08/20/18 09/03/18 14 _ Ticket No. 18271 V997 4 x 8 12.57 Good 08/20/18 09/17/18 28 Time 9:30 ,V998 4 x 8 12.57 Good 08/20/18 09/17/18 28 Unit Wtlbs/coif V999 4 x 8 12.57 Good 08/20/18 09/17/18 28 Air Content(%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Dennis Read No Min Day 2 Hr(s) REVIEWED BY: Bryan M. Crabtree BAC FRACTURE TYPES//c A /per • XX \ f Type 1 Type 2 Type 3 Type 4 Types Type 6 Of Massachusetts +R,«s'i 'The Construction Testing People' • Page 2 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-20-2018 Report No. 12 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 6 cones on both ends, one end,vertical cracks cracking through wkh no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder le [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed Wrought caps on other end distinguish from Type 1 Our reports are available in PD! form via email. Please email us at reportseutsofmasa.com for more information. • cc: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • et�;i Of Massachusetts ll '�' 'The Construction TestingPeople" •0.4..:4!..t./� • Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-20-2018 Report No. 12 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod FIELD SUMMARY REPORT -Total Pour: Building B, slabs 1-4 Method of Placement: 9 Pump 0 Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: 0 Vibrator 9 Other Other: Screed Cylinder Fabrication Location: 9 Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer 9 Field ❑ Other elacement 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: • • UTSof Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6218(Fax) • Report Date 08-20-2018 Report No. 12 Job Number 21927 Project Yarmouth Commons, 881 Route 29, Yarmou Attachment -p 1 I' '- `. .*t ;;;s a Of Massachusetts Inc. - - •Q;—I�::!' `The Construction Testing People' Pagelr �4 DAILY REPORT OF CONCRETE POUR PROJECT NAME: YurMoµ'lt11 1 Core wo✓5, yar.•oiti h PROJECT NO.: DATE: 5/Ititlkg- AIR TEMP.: 6. 12 TOTAL YARDS: (-Cr Caper-id LOCATION OF POUR: co& &AtI01tiv. 113 tee* Son ka O Load & Slump Batching Batching Time In Yards Concrete % of Ticket# No. of Truck# Inches In Out Minutes Temp. Air Cylinders S37.-(ti(r G'.4S S,00 �)5 1I ( ✓ IsQ&- a. f I. (�% tl.G' 8, IS t, D f 148;45 • 5 a_ I):39 >3 :3�1 (�O H- , I/DO' 8 (P 6,3) Y ,t) WV II D. Sti /? jty3'i 3. j 53 er:oy I0, "` ti 0 I Int, 18373 1 . • , INSPECTOR: r4f,(lh11i fKCAok REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438.7755 Fax (781) 438-6216 L) �;l Of Massachusetts „hI: 7 'The Construction Testing People' WA.. -Page 1 Richardson Lane,Stoneham,MA 02160 781-438-7755(Voice)781438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-17-2018 Report No. 10 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 c-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 2 I CUBIC YARDS: 77 SET I LOCATION: SOG building B, Northeast haunch Total Unit Slump(in.) 5 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 79 No (in.) (sq.In.) Condition Cast , Tested''s:, Days !(lbs.) (psi.) :' Type '.' Conc Temp(F) 77 T697 4.00 x•8.00 12.57 Good 08/17/18 08/24/18 7 31,000 2,470 2 Truck NO. 71 T698 4.00 x 8.00 12.57 Good 08/17/18 08/31/18 14 42,000 3,340 2 Ticket NO. 6375 T699 4.00 x 8.00 12.57 Good 08/17/18 09/14/18 28 55,000 4,380 2 Time 7:50 T700 4.00 x 8.00 12.57 Good 08/17/18 09/14/18 28 56,000 4,460 1 Unit Wtlbs/cu ft T701 4.00 x 8.00 12.57 Good 08/17/18 09/14/18 28 57,000 4,530 1 Air Content(%) SET 2 LOCATION: SOG building B, Southeast corner Total Unit Slump(in.) 7 Lab = 'i, Size ; Area Date..i;2,.'. Date Age , toad Load Fracture'. Air Temp.(F.) 79 No. (In.) (sq.In.) Condition Cast Tested ' ' Days . (gm) (psi.) -` Type Conc Temp(F) 76 T702 4.00 x 8.00 12.57 Good 08/17/18 08/24/18 7 40,000 3,180 1 Truck No. 67 T703 4.00 x 8.00 12.57 Good 08/17/18 08/31/18 14 48,000 3,820 1 Ticket No. _8242 T704 4.00 x 8.00 12.57 Good 08/17/18 09/14/18 28 63,000 5,010 2 Time 9:15 ,T705 4.00 x 8.00 12.57 Good 08/17/18 09/14/18 28 60,000 4,770 1 UnIt Wt lbs/cu ft T706 4.00 x 8.00 12.57 Good 08/17/18 09/14/18 28 61,000 4,850 2 Air Content(%) , GENERAL REMARKS: Inspector:"... =a 7' Premium ' '''.'1":0 ' Travel Name Time Hours ' . Time . . David Boyce No REVIEWED BY: Bryan M. Crabtree B /4' \\ j;\ FRACTURE TYPES (' is- / N • \ r' d / Type 1 Type 2 Type 3 Type 4 Type5 Type 6 - • /111. �;s Of Massachusetts il r? '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 08-17-2018 Report No. 10 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mmj of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught 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: Dakota Partners, Inc. Rio Sacchetti • Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • L� •i i Of Massachusetts } 1. ,«Heol "The Construction Testing People- Page 3 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-17-2018 Report No. 10 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod FIELD SUMMARY REPORT -Total Pour: SOG building B South Method of Placement: 9 Pump 0 Chute Discharge 0 Bucket 0 Other • Other. Method of Concrete Consolidation: 0 Vibrator 9 Other Other: screed, shovel Cylinder Fabrication Location: 9 Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer ® Field ❑ Other ',Placement Protection: 0 Thermal Blankets 0 Heat 9 None ❑ Other Slump Specification(In.) 4 to 6 Number of slumps out of specification reported to If rejected Approved by Remarks: • UTS of Massachusetts, Inc. Page 4 r 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 08-17-2018 • Report No. 10 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmou Attachment • L sna Of Massachusetts Inc. •;:::.;'moi `The Construction TestingPeop e' �tS�� DAILY REPORT OFr UR Page PROJECT NAME: Yoft^041/4 PROJECTNO.: DATE kill if k AIR TEMP.: 2 TOTAL YARDS: 7 7 LOCATION OF POUR: Sac- Dti1I?-) f3 Load 8' Slump Batching Batching Time In I Yards Concrete %of Ticket# No. of Truck; Inches In Out Minutes Temp. Air Cylinders giro r ': c cM L In-31 7,s< �, yo �� rY 1411'f .) • v (�1cxJ 5r6 c-c ' I I2,31V 6 7 -7 5121 9f,20 c( yy/<)f< -16 1443. � ? NO '1 i50 $ 66 In43 3 Ipa qq . I • I _ INSPECTOR: n 'Ngt) REMARKS: 311 DN - - 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-5216 L "III 1 The Construction Testing People' Of Massachusetts �� �� 9 P1e� • ��!`law- Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-17-2018 Report No. 11 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth • Contractor Dakota Partners, Inc. Concrete Co. Fucillo ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-193 C-1069 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: 5 SET I LOCATION: Building B elevator walls Total Unit. Slump(in.) 6 1/2 Jr • 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) 89 T727 4.00 x 8.00 12.57 Good 08/17/18 08/24/18 7 28,000 2,230 2 Truck No. 12 T728 4.00 x 8.00 12.57 Good 08/17/18 08/31/18 14 42,000 3,340 2 Ticket NO. 9799 T729 4 x 8 12.57 Good 08/17/18 09/14/18 28 Time 10:95 T730 4 x 8 12.57 Good 08/17/18 09/14/18 28 Unit Wtlbs/cu ft 731 4 x 8 12.57 Good 08/17/18 09/14/18 28 Air Content(%) 6.2 GENERAL REMARKS: inspector :':Premium Travel Name Time_ Hours. Time David Boyce No REVIEWED BY: Bryan M. Crabtree gf/e FRACTURE TYPES (� I / N ( I)\ l 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 through caps on other end distinguish from • Type 1 Our reports are available in PDF form via email. Please email us at reports8utsofmass.com for more information. „ ; Of Massachusetts 110 n,�7 'The Construction Testing People” NW"-9;e' Page 2 . 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-17-2018 Report No. 11 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth - Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • ; Of Massachusetts i��� -/ 'The Construction Testing People' • %1 fey " Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-17-2018 Report No. 11 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo FIELD SUMMARY REPORT -Total Pour: Building B elevator walls Method of Placement: ®Pump 0 Chute Discharge 0 Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket ❑Hay/Straw 0 Trailer ® Field •❑ Other Placement Protection: 0 Thermal Blankets 0 Heat ® None ❑ Other Slump Specification(In.) 5 to 8 Number of slumps out of specification reported to If rejected Approved by Remarks: • • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) Report Date 08-17-2018 • Report No. 11 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmou Attachment ,01 111* ai Of Massachusetts Inc. %WV) The Construction TestingPeople'` ,� DAILY REPORT OF CONCRETEr UR Page PROJECT NAME:�/VnvMu4r. L Co,sons PROJECT": DATE: ��f 7 1 I If AIR TEMP.: TOTAL YARDS: 7/ LOCATION OF POUR: C1 t J 6,41 S 1141/V1 13 " Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No. of Truck# Inches In l Out f''1 {Minytes / Temp. Air �y�y Cylinders ✓✓ I • • • • INSPECTOR: n•3.7fe • REMARKS: 3(55 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 ft I. �;a Of Massachusetts .-1 'The Construction Testing People' • ', -Page 1 5 Richardson Lane,Stoneham,MA 02180 781438.7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-17-2018 Report No. 10 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod ALL FIELD TESTS DONE ACCORDING TO ASTM: c-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: c-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 2 I CUBIC YARDS: 77 SET I LOCATION: SOG building B, Northeast haunch Total Unit Slump(in.) 5 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) 77 T697 4.00 x 8.00 12.57 Good 08/17/18 08/24/18 7 31,000 2,470 2 Truck No. - 71 T698 4.00 x 8.00 12.57 Good 08/17/18 08/31/18 14 42,000 3,340 2 Ticket No. 6375 T699 4 x 8 12.57 Good 08/17/18 09/14/18 28 Time 7:50 T700 4 x 8 12.57 Good 08/17/18 09/14/18 28 Unit Wt lbs/CU ft 701 9 x 8 12.57 Good 08/17/18 09/19/18 28 Air Content(%) SET 2 LOCATION: SOG building B, Southeast corner Total Unit Slump(in.) 7 Lab Size; Area Date Date Age Load Load Fracture Air Temp.(F.) 79 No. . r•,(in.). ' (sq.in.) Condition Cast " Tested Days (lbs.) "" (psi.) Type Conc Temp(F) 76 T702 4.00 x 8.00 12.57 Good 08/17/18 08/24/18 7 40,000 3,180 1 Truck No. 67 T703 4.00 x 8.00 12.57 Good 08/17/18 08/31/18 19 98,000 3,820 1 Ticket No. 8292 T709 4 x 8 12.57 Good 08/17/18 09/14/18 28 Time 9:15 ,T705 4 x 8 12.57 Good 08/17/18 09/14/18 28 Unit Wtlbs/CU ft T706 4 x 8 12.57 Good 08/17/18 09/14/18 28 Air Content(%) GENERAL REMARKS: Inspector i;Premium Travel Name Time Hours .v. Time. David Boyce No REVIEWED BY: Bryan M. Crabtree //� FRACTURE TYPES �/�(' • X 1 i 'l\ j' /C \ / , Type 1 Type 2 Type 3 Type 4 Types Type 6 le�;a Of Massachusetts ;; il us../ 'The Construction Testing People' Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-17-2018 Report No. 10 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod 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 nail. Please email us at reports@utsofmass.com for more information. • CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • 410 C, `s• l dr J. �; Of Massachusetts 11. �� + ,j.1 "The Construction Testing People' •vitiate*" Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-17-2018 Report No. 10 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod FIELD SUMMARY REPORT -Total Pour: SOG building B South Method of Placement: 9 Pump 0 Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: 0 Vibrator ® Other Other: screed, shovel Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer ® Field •0 Other Placement Protection: 0 Thermal Blankets 0 Heat ® None ❑ Other Slump Specification(In.) 4 to 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 08-17-2018 • Report No. 10 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmou Attachment ' '- t ,;::rti>t Of Massachusetts Inc. • 441: *J K . Construction TestingPea$$ `' DAILY REPORT OFr UR Page PROJECT NAME: )I o r"u4\ ".•ft) PROJECT NO.: DATE: O J 17 1& AIR TEMP.: 2 TOTAL YARDS: 77 LOCATION OF POUR: Sac- 13til) -) (3 Load & Slump Batching Batching Time In I Yards Concrete %of Ticket# No.of Truck# Inches In Out Minutes Temp. Air Cylinders 1 I < ccs TSr 6< A ..5- 1iIC Kir; �U � ti Irz;1 c' yo LK Kg 10-4 • VX) c( riff (cZ,31ce (37 1 5(:).; 9;w -( ` < n �'f�. ��5 Pio 9�3o SJ fob rt-r3 '7 3 q ia..o . • INSPECTOR: 1") WiLk REMARKS: 3/a (iL 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 r I.` �;l Of Massachusetts •'i�, j1 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-17-2018 Report No. 11 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo 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: 5 SET 1 LOCATION: Building B elevator walls Total .i Unit Slump(in.) 6 1/2 Lab Stxe :'Area Date Date :Age toad Load Fracture Air Temp.(F.) 80 No. (In.) - (sq.in.) Condition. Cast Tested - Days - (lbs.) (pst.) Type Conc Temp(F) 84 T727 4.00 x 8.00 12.57 Good 08/17/18 08/24/18 7 28,000 2,230 2 Truck No. 12 T728 4 x 8 12.57 Good 08/17/18 08/31/18 14 - Ticket No. 4749 T729 4 x 8 12.57 Good 08/17/18 09/14/18 28 Time 10:95 T730 4 x 8 12.57 Good 08/17/18 09/14/18 28 _Unit Wtlbs/CU ft 731 4 x 8 12.57 Good 08/17/18 09/14/18 28 Air Content(%) 6.2 GENERAL REMARKS: Inspector' - Premium's ; Travet _ Name '. Time Hours : , . . t� Time _ David Boyce No .REVIEWED BY: Bryan M. Crabtree /e FRACTURE TYPES (' x 4ic,A 1 \ i Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mm)of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Ma.. l a. �;n Of Massachusetts Is "u./ 'The Construction Testing People' � or �+. {/ Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date . 08-17-2018 Report No. 11 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo . CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • 1 �; Of Massachusetts 1 'The Construction Testing People' 0 VMS/ • ser Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-17-2018 Report No. 11 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inca Concrete Co. Fucillo FIELD SUMMARY REPORT 'Total Pour: Building B elevator walls 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: ❑Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer ® Field •❑ Other Placement Protection: 0 Thermal Blankets 0 Heat 9 None ❑ Other Slump Specification(in.) 5 to 8 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 08-17-2018 • Report No. 11 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmou Attachment a � +iigG I Of Massachusetts Inc. �$?JJ7✓ COPThe Construction Testi ople` ` � DAILY REPORT OF CONCr ET OUR Page PROJECT NAME: ya rr.o4L CGn,r.o1S PROJECT NO.: �5 DATE: (7 I( 8" AIR TEMP.: TOTAL YARDS: 7/ LOCATION OF POUR: El ed Mnf) S 1)-;(1Ai,j rj Load & Slump Batching Batching Time In Yards Concrete % of Ticket fr No, of Truck# Inches In Out Minytes Temp. Air Cylinders It Oct- I t1 ;3 11:0° 10 fi I (,.2 litc\A-5 • • • • INSPECTOR: D.( .7(e REMARKS: 3(s 3 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 rliiif ��l Of Massachusetts •'; WSW 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-17-2018 Report No. 10 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 2 I CUBIC YARDS: 77 SET I LOCATION: 50G building B, Northeast haunch " Total Unit Slump(in.) 5 Lab Size Area Date Date ;:Age Load ;� Load Fracture Air Temp.(F.) 79 No.- On.)+: (sq.In.) Condition Cast ., Tested v" Days (lbs.) (psi.) Type :' Conc Temp(F) 77 T697 9.00 x 8.00 12.57 Good 08/17/18 08/29/18 7 31,000 2,470 2 Truck No. 71 T698 4 x 8 12.57 Good 08/17/18 08/31/18 19 Ticket No. 6375 T699 4 x 8 12.57 Good 08/17/18 09/19/18 28 Time 7:50 T700 4 x 8 12.57 Good 08/17/18 09/14/18 28 Unit Wtlbslcu ft 701 4 x 8 12.57 Good 08/17/18 09/14/18 28 Air Content(%) SET 2 LOCATION: SOG building B, Southeast corner Total Unit Slump(in.) 7 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) 76 T702 4.00 x 8.00 12.57 Good 08/17/18 08/24/18 7 40,000 3,180 1 Truck No. 67 T703 4 x 8 12.57 Good 08/17/18 08/31/18 14 Ticket No. 8242 T704 4 x 8 12.57 Good 08/17/18 09/14/18 28 Time 9:15 ,T705 4 x 8 12.57 Good 08/17/18 09/14/18 28 Unit Wtlbslcu ft T706 4 x 8 12.57 Good 08/17/18 09/14/18 28 Air Content(%) GENERAL REMARKS: inspector Premium Travel Name . . , , Time Hours _,. _ Time ` David Boyce No REVIEWED BY: Bryan M. Crabtree e gfi FRACTURE TYPES t / fN • X XA i' /, \ f Type 1 Type 2 Type 3 Type 4 TypeS Type 6 N. -,;l Of Massachusetts L "`-i -The Construction Testing People' Nsr",,./ Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-17-2018 Report No. 10 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reportaputsofmass.com for more information. I • CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow • Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Bead Vern Kokosa Dakota Partners . Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • r.- ,; Of Massachusetts t\ty uti i. rj 'The Construction Testing Peeople' 0 Page 3 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-17-2018 Report No. 10 Distribution Copy - Job Number 21927 Project Yarmouth Commons, 891 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod FIELD SUMMARY REPORT Total Pour: SOG building B South Method of Placement: 9 Pump 0 Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: 0 Vibrator ® Other Other: screed, shovel Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: ❑Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer ® Field •❑ Other Placement Protection: 0 Thermal Blankets 0 Heat ® None ❑ Other Slump Specification(in.) 4 to 6 Number of slumps out of specification reported to H rejected Approved by Remarks: • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781438-6216(Fax) Report Date 08-17-2018 • Report No. 10 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmou Attachment a 1 1 is iGti" Of Massachusetts Inc. '$ iij°wJ The Construction TestingPeople SIS Page DAILY REPORT OF CONCRETE POUR PROJECT NAME: ) ort"u4\ PROJECT NO.: DATE: p Jt7 f 1S AIR TEMP.: [ Z TOTAL YARDS: 7 7 LOCATION OF POUR: SU(r- 131":11' ^) 13 Load & Slump Batching Batching Time In I Yards Concrete "/o of Ticket# No. of Truck# Inches In Out Minutes Temp. Air Cylinders 1 1 < CCU 7,5r 6- I,1; - t1.[7, c . icIc Sf;15 i,U �yi Iran -m -j ix :.y0 `I'S I`\ IaktU • vx) rgc cC ` 12,311 C7 j 2(2t 9',2D c( I \Y< -16 I44a. R�5 iqo 9;50 9) I �tr.k3 '7 3 1 eau I „ . 11-2`fy I . � I I • . INSPECTOR: c) REMARKS:REMARKS: 3bDNb 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 l� ,. .; Of Massachusetts V 7 'The Construction Testing People' •0-4s , Page 1 `s 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) Reinforcing Steel Report Report Date 08-17-2018 Report No. 8 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. CONTACT: Tim Eaton .TIME OF INSPECTION: 6: 50 AM TIME OF CONCRETE PLACEMENT: 7: 40 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:sl .1 REVISION NUMBER: I DATED: 9-29-17 SHOP DRAWING(S): SHOP SPECIFICATIONS: 03300 _ OTHER: DRAWINGS STAMPED: YES X NO AREA REVIEWED: Slab on grade South side of building B; Elevator walls; 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 '"'' i" Travel Name Time Hours 'r Time David Boyce No Max Day ,2 Br(s) �; Of Massachusetts 0, a The Construction Testing People' Q, Ir Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 08-17-2018 Report No. 8 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. .REVIEWED BY: William P. Crabtree / �QC Wi Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls • Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • • et a.x Of Massachusetts ; � 'The Construction Testing People' ✓ `sr -474 Page 1 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781.438-6216(Fax) Soil Inspection Report Report Date 08-15-2018 Report No. 15 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. WEATHER: 71° Cloudy .TIME: 11:30 am • CONTACT: Tim Eaton of Dakota Partners, Inc. PURPOSE: Observe earthwork construction. ' EQUIPMENT: N/A TEST METHOD: ® Sand Cone 0 Nuclear Densometer TITLE: ❑ inspector 0 Staff Engineer 0 Engineer OBSERVATIONS: This report follows a site visit to observe the earthwork for: Water treatment tank base. ('she writer arrived on site at 11:30 am and met with Tim Eaton of the Dakota Partners. The purpose of this visit was to observe the soil compaction for the footprint subgrade for 3 water treatment tanks. The treatment tank locations were in the correct conditions to be placed. Tank area 1 was already approved and at the time of inspection had filter fabric within tanks. One foot of 3/4" stone was placed, exposing a natural undisturbed subgrade. Both locations are expected to have filter fabric and a 1' bed of 3/4" stone placed. These observations were reported to Mr. Tim Eaton during this visit. - Inspector Premium ri. Travel Name , Time Hours > , .., ., Time. Brandon Merkman No Min Day 2 Hr(s) REVIEWED BY: Chuck Fraser ^ / Our reports are available in PDF form via email. Pleas. email us at reportsPutsofmass.com for more information. OC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls • Sanborn Head Vern Kokos. Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant UTS of Massachusetts, Inc. Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) S.s ` Report Date 08-15-2018 ' Report No. 15 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmou Attachment • e _.. if . ,s AL 4 ' xm.; FlRE ; c< • i. . a jt. r. i • i 141:::::..„;-- 4' 1 � ir * a': .f :1.• M 11...1( ii Y r co$000111hi \1;. . , ',Pill Z ir 1 ih. 1 I:. 44 v .j.. . . a 3 1 .:41,... I ill gli ill c i , ,I ') t. . ' 4 i /fr oT�EyigGy'.��tik,� I • 'TEE �G, I amwirli u 1 y 3,t' 4// 777 •- I�af I. at ♦ r� k i J Iist is a I � i-i iR iM1, r '1 �am'o ., '�, ;; 4: - "ter. . °',yl TT ( Vil Cowl .30 • a! 4 f ice s .A�:r e iln. f,t ii , r • —. ' •.iti. 41r= nr% ii 4( r '"" • A. V . The.01.4 • , w L2!iiy :ti :: !: :t (-2, e ,, ('1;3C{ r,.. 1 F 19^ .. t1i.5fu2'. Ira 9---; '''' ..; Of Massachusetts vii � ` 7 'The Construction Testing People' Paget I �,+r 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-14-2018 Report No. 9 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo 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: 5.5 SET I LOCATION: • Building B, elevator pits Total Unit Slump(in.) 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) 79 5730 4.00 x 8.00 12.57 Good 08/14/18 08/21/18 7 30,000 2,390 2 Truck No. 16 3731 4.00 x 8.00 12.57 Good 08/14/18 08/28/18 14 38,500 3,060 1 Ticket NO. 99713 3732 4.00 x 8.00 12.57 Good 08/14/18 09/11/18 28 44,500 3,540 1 Time 9:30 _ S733 4.00 x 8.00 12.57 Good 08/14/18 09/11/18 28 47,000 3,740 2 Unit Wtlbs/CU ft 734 4.00 x 8.00 12.57 Good 08/14/18 09/11/18 28 98,000 3,820 1 Air Content(%) 5.4 GENERAL REMARKS: Inspector- - Premium. , Travel Name Time Hours ' Time Dennis Read No REVIEWED BY: Bryan M. Crabtree Bile FRACTURE TYPES (� / �( /i \ X ( 1 / 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 reports8utsofmass.com for more information. ,. �,; Of Massachusetts a , 'The Construction Testing People' New Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-14-2018 Report No. 9 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo cc: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow • Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • • Lr J. .01,• Of Massachusetts :+;4` ; i 'The Construction Testing People' Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-14-2018 Report No. 9 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. --- Concrete Co. Fucillo FIELD SUMMARY REPORT Total Pour: Building B: elevator pits/footings Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ® Field ❑ Other S'iacement 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: • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) a'- Report Date 08-14-2018 • Report No. 9 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment ,.�m,i y Of Massachusetts Inc. '$ si `The Construction Testing "e 44=IePage DAILY REPORT OF CONCRETE POUR PROJECT NAME: '/arirct4+11 ('Oyr,mr,Js PROJECT NO.: / DATE: �J14�f�J AIR TEMP.: )S TOTAL YARDS: S'S rt•rrrh,, LOCATION OF POUR: F-455 I�wlJ:^!t Y r kr,le.' t.)1 '3rc.e-- v r . Load & Slump Batching Batching Time In Yards Concrete % of Ticket# No. of Truck# Inches In Out Minutes Temp. Air Cylinders ;�._ '3;" 90 5 -fir �9 ,,Li U-r? % A- s- • • • INSPECTOR: �JC r,i)i'ui-1(4 c")• REMARKS: 101,.4.e.^1...... I ___ e._-_1..._ ■■ 1...__u_ nn4on 17041 A00 -77ee e_.. 17041 4I51.R9iR etitIlli _;l Of Massachusetts �; *r/ 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-14-2018 Report No. 9 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo 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: 5.5 SET I LOCATION: Building B, elevator pits ilTotal Unit Slump(in.) 6 Lab Size , Area Date Date Age Load Load Fracture" Air Temp.(F.) 75 No. (in.) A. �. s.. :. '(sq.in.) Condition: Cast Tested Days _ (lbs.) (psi.)- Type " Conc Temp(F) 79 5730 4.00 x 8.00 12.57 Good 08/14/18 08/21/18 7 30,000 2,390 2 Truck No. 16 5731 4.00 x 8.00 12.57 Good 08/14/18 08/28/18 14 38,500 3,060 1 Ticket No. 44713 $732 4 x 8 12.57 Good 08/14/18 09/11/18 28 Time 9:30 S733 4 x 8 12.57 Good 08/14/18 09/11/18 28 Unit Wtibs/CU f< 5739 4 x 8 12.57 Good 08/19/18 09/11/18 28 I Alr Content(%) 5.4 GENERAL REMARKS: Inspector ., 5 v .. JI, Premium Travel Name. I. Time Hours . Time ' Dennis Read No REVIEWED BY: Bryan M. Crabtree FRACTURE TYPESh/).< , (' r fN /I\ A /1/5\ \ 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 reportsButsofmass.com for more information. l - . ; , r;1 Of Massachusetts t-- •vw7 .The Construction Testing People' Q. .e, Page 2 ' 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-14-2018 Report No. 9 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo . GC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant 11111 • • �_ �; Of Massachusetts 1� v1^r/i 'The Construction Testing People' N+.-et Page 3 ' 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-14-2018 Report No. 9 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo FIELD SUMMARY REPORT -Total Pour: Building B: elevator pits/footings Method of Placement: 0 Pump 9 Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: 9 Vibrator 0 Other Other: Cylinder Fabrication Location: 9 Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: ❑Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer 9 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 4 ' 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781.438.6216(Fax) Report Date 08-19-2018 ' Report No. 9 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmou Attachment ?is"Nati a Of Massachusetts Inc: 0.1111 , °The Construction Testingt€ 44115:- DAILY Page# DAILY REPORT OF CONCRETE POUR PROJECT NAME: .16, ,rcv..'f1 ('ornmir/; PROJECT NO.: DATE: Si frit f AIR TEMP.: 7 S TOTAL YARDS: S.5 F,.crrbo LOCATION OF POUR: F46s L'.uidp it 1= F MuatC Load & Slump Batching Batching Time In Yards Concrete % of Ticket# No. of Truck# Inches In Out Minutes Temp. Air Cylinders eylinders 11 '3SJ /i J i - I I • I . . • INSPECTOR: 3(1'll 15I" 4 ri REMARKS: 5 Oin1.e..1..,,.. I CI. L. ■x 1...--F4.. nn40n r70a% Ano 77er= e..,, 17041 A1R.R7IR L j. _;1 Of Massachusetts .+04� * 'The Construction Testing People' Page 1 ‘v.11.0,,,,' 9 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08-14-2018 Report No. 9 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo 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: i I CUBIC YARDS: 5.5 SET I LOCATION: Building B, elevator pits ... !�. Total Unit Slump(in.) 6 Lab 1 Size Area Date Date Age ,Load Load Fracture . Air Temp.(F.) 75 No. (In.) (sq.In) Condition Cast - Tested Days (lbs.) t•(psi.) Type Cone Temp(F) 79 S730 4.00 x 8.00 12.57 Good 08/14/18 08/21/18 7 30,000 2,390 2 Truck No. 16 5731 4 x 8 12.57 Good 08/14/18 08/28/18 14 Ticket No. 99713 5732 4 x 8 12.57 Good 08/14/18 09/11/18 28 Time 9:30 5733 4 x 8 12.57 Good 08/14/18 09/11/18 28 Unit Wtlbs/cu ft 5734 4 x 8 12.57 Good 08/14/18 09/11/18 28 Air Content(%) 5,4 GENERAL REMARKS: Inspector . 'Premium: - Travel Name _ Time Hours _ + Time"= Dennis Read No .REVIEWED BY: Bryan M. Crabtree Bile FRACTURE TYPES � X /1\ il\H i\(., 1 \ 7 - Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to 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 fora via email. Please email us at reportslutsofmass.com for more information. ,. �;a Of Massachusetts. L 1 L `7 'The Construction TestingPeople' or may !/ Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-14-2018 Report No. 9 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo cc: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • • l . �;i Of Massachusetts 0��a: 7 'The Construction Testing People' �,, i Page 3 III Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08-14-2018 Report No. 9 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo FIELD SUMMARY REPORT Total Pour: Building B: elevator pits/footings Method of Placement: 0 Pump 9 Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: 9 Vibrator 0 Other Other. Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box ❑ Thermal Blanket QHay/Straw ❑ Trailer 9 Field ❑ Other (placement Protection: ❑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) J Report Date 08-14-2018 • Report No. 9 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmou Attachment ate,. ;;i 4 Of Massachusetts Inc. >a %` iew* The Construction Testing Peop"a Page# DAILY REPORT OF CONCRETE POUR PROJECT NAME: '/ar„icM4-h l orrtln/,/S PROJECT NO.: DATE: w l l�l� AIR TEMP.: 7 S TOTAL YARDS: S.5 Ft.rc,Uo LOCATION OF POUR: F455 EA,•!€ l: r b a?C. ,t2n ) Load & Slump Batching Batching Time In Yards Concrete % of Ticket# No. of Truck# Inches In Out Minutes Temp. I Air Cylinders ' ! c- X'v- ci'3r," 90 s.'Sc '? ISS uLii)- A- c • I • I I • • INSPECTOR: •jcr,ili5P(-4 ' REMARKS: C• L. IN L...__14.. 11014on 19041 AOo "'ICC r_., Ir/041 dgn.R9IR L . _it Of Massachusetts L t4a The Construction Testing People' 1 \r ode ' Page 1 • 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 08-19-2018 Report No. 7 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. CONTACT: Tim Eaton TIME OF INSPECTION: 7:15 AM TIME OF CONCRETE PLACEMENT: 9:05 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: sl.l REVISION NUMBER: I DATED: SHOP DRAWING(S): arROJECT SPECIFICATIONS: 03300 THER: DRAWINGS STAMPED: YES NO AREA REVIEWED: • Building B: elevator pits/footings 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 9 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. GENERAL REMARKS: Reinforcing steel installation is complete and acceptable. litnspeetor _ Premium Travel Name ,. :: . .a=., 3 Time Hours,.; 'i Time =L- Dennis Read No Min Day 2 Hr(s) ift Jail Of Massachusetts � 'The Construction Testing People' \row Page 2 11111 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 08-19-2018 Report No. 7 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. -REVIEWED BY: William P. Crabtree WT Our reports are available in PDF form via email. Please email us at reportsfutsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl WalshII Dakota Partners Julian Lesnik Will Chalfant • ,, ,; Of Massachusetts �01111W. + r? 'The Construction Testing People' -Page 1 Ntise- 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 08-13-2018 Report No. 19 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. WEATHER: Cloudy 75° .TIME: 6:00 AM CONTACT: Tim Eaton of Dakota Partners, Inc. PURPOSE: Observe earthwork construction EQUIPMENT: N/A TEST METHOD: ® Sand Cone 0 Nuclear Densometer TITLE: 0 Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Due to internal system error there will be no report #13. Sarly morning rate 6:00 AM to 7:00 AM. This report follows a site visit to observe/test the earthwork for footing base. The writer observed the footing base subgrade for building C footing base. The footing base subgrade had been excavated down to bottom of footing grade, exposing the footing base subgrade which consisted of undisturbed soil for placement of building C footings. According to the site super, the contractors used a compactor to compact the undisturbed footing base subgrade. These observations were reported to Mr. Eaton during this visit. Inspector, q .i. r_ j Premium : r ,, ;� Travel Name.: Time Hours Time Brandon Merkman No Min Day 2 Hr(s) REVIEWED BY: Chuck Fraser (24 Our reports are available in PDF form via email. Please email us at reports€utsofmass.eom for more information. • Of Massachusetts �'��; .1 'The Construction Testing People' �� Ir Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 08-13-2018 Report No. 14 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. -- CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • 411111 A JUTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 08-13-2018 Report No. 19 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment \ .fit `v CF nt' 1` a°'�' 411111111/411.11/11. .4"441/4. ow) IISer y � lir ass nsa •�wcz , 43 -/. \ nb A \ r s.iir ., IP 04 ill' - •y • is -0,- �' ;" .�• .:►. • � .,�.o � : r, ... rfF ice+ �.. •1 ` rsy�� •♦ l'(l v�1+� /�.a�•• iser ILrsa<A�K '1 1.!' /i } • T. Q Y 5 , V: J.. i • �{ ' y r ''1{� Mtn J fp :J-i'� ¢! L�Tly{Ni.. PFJ,. r .F 1 q'�j F ,} .i gg�' �.Ai { 1! ',i d vet are r �. _,4e}.�oF�.�1+/�`•r Of , A tiit:" rar v. ca m`-3.a . .Yi9d a -. �l � fir 34 . $ 'defy ? �AlGi ief, tta .,y4+ sa:a+a=.i.""�'.e'�a• ®{ US w'. I.. ,{¢ jf 'a'�S tf24ww/�yaCitoes :ArJY , : a1 ids kw,. �,. , ' '„ s it r- - �fr 14 6-. . - - +:.,;. -.N- ? c• v .. -19•1•1•Z . " I^ ."' in IA.,T . ar `{0.K. 'YYI"` 'ask P • ...€ y si{ i f L Jii �;i Of Massachusetts �;'u'` 7 -The Construction Testing People' -Page 1 • ♦fir 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Concrete Field Report Report Date 08-01-2018 Report No. 6 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. WEATHER: TIME: CONTACT: SUMMARY: Transported 2 sets of cylinders cast on 7/30/18 to the lab for testing. GENERAL REMARKS: Inspector Premium ; travel Name Time ` Hours r !. Time James Loughlin No •REVIEWED BY: William P. Crabtree WT QC Our reports are available in PDF fora via email. Please email us at reportseutsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Hill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • r." 4. J. �;i Of Massachusetts /111 �� �; , 'The Construction Testing People' • iS F -Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-30-2018 Report No. 8 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-193 C-1069 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4"* I No. Of Sets: 2 I CUBIC YARDS: 66 SET I LOCATION: Building A, Southwest corner of slab :Total Unit Slump(In.) - 7 Lab Size Area M,':(:,', Date Date .Age Load Load Fracture' Air Temp.(F.) 67 No ;. (in.) (sq.in.) Condition CtistH Tested '` Days ;.(lbs) VgisMJ Type Conc Temp(F) 76 L637 4.00 x 8.00 12.57 Good 07/30/18 08/06/18 7 32,000 2,550 2 Truck No. 56 L638 4.00 x 8.00 12.57 Good 07/30/18 08/13/18 14 40,500 3,220 2 Ticket No. 18012 L639 4.00 x 8.00 12.57 Good 07/30/18 08/27/18 28 55,000 4,380 1 Time 7:95 L690 9.00 x 8.00 12.57 Good 07/30/18 08/27/18 28 53,500 9,260 2 Unit Wt lbs/cu ft 691 9.00 x 8.00 12.57 Good 07/30/18 08/27/18 28 51,500 9,100 1 Air Content(%) SET 2 LOCATION: Building A, Northwest corner of slab Totai Unit Slump(In.) 6 1/2 Lab Size ` . ! Area Date : Date ;l Age Load :Load Fracture`: Alr Temp.(F.) 67 No (in.) ' '(sq.In.) Condition Cast• i Tested Days '(lbs.) "(psi.) Type Conc Temp(F) 75 L617 4.00 x 8.00 12.57 Good 07/30/18 08/06/18 7 27,000 2,150 1 Truck No. 52 L618 9.00 x 8.00 12.57 Good 07/30/18 08/13/18 14 38,000 3,020 1 Ticket No. 18016 L619 9.00 x 8.00 12.57 Good 07/30/18 08/27/18 28 98,000 3,820 1 Time 9:02 ,L620 4.00 x 8.00 12.57 Good 07/30/18 08/27/18 28 51,000 9,060 2 Unit Wtlbs/cu ft L621 4.00 x 8.00 12.57 Good 07/30/18 08/27/18 28 52,000 4,190 1 Air Content(%) GENERAL REMARKS: *midrange, fibermesh. inspector 'Premium Travel Name ., .�. '111:1!!!1! '. Time` '�' Hours, � ; Time -�+ �,,,. Corey Keith No REVIEWED BY: Bryan M. Crabtree Bile FRACTURE TYPES) { , ) �/((' ' ' l r / \ / N• X X Type 1 Type 2 Type 3 Type 4 Types Type 6 ;l Of Massachusetts • y wI 'The Construction Testing People e� Ij Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-30-2018 Report No. 8 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod Ready Mix 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 f25 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: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota.Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • • • L , ;1 Of Massachusetts •0;Mr* 'The Construction Testing People" Page 3 N%leset5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-30-2018 Report No. 8 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Building A, Northwest corner of slab Method of Placement: 9 Pump 0 Chute Discharge 0 Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box ❑ Thermal Blanket 0 Hay/Straw 0 Trailer ® Field •❑ Other Placement Protection: 0 Thermal Blankets 0 Heat ® None ❑ Other Slump Specification(in.) 5_7 Number of slumps out of specification reported to If rejected Approved by Remarks: • 0 Page 4 UTS of Massachusetts, Inc. 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 07-30-2016 • Report No. 8 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment 07/31/2018 05:59 5086975411 A AMERICAN I PAGE 07/23 • ' 11%x Massachusetts Inc nal* "The Corutructwn Testing People la DAILY REPORT OF CONCRETErUR Page# PROJECT NAME: Ya(rig AFc1fw1er}tf PROJECT NO.: 7 DATE: ! 3 © " 15- AIR TEtj MPP.: g7 TOTAL YARDS: CS LOCATION OF POUR: 1146V, 44 ,/t. /.'t."r- P7/Ai e,7` J4a Load 8Slump Batching Batching Time In I Yards Concrete I %of Ticket# I No. of Truck# I Inches I_In Out Minutes Temp. Air Cylinders 5.7‘ 1 7 161,N) 7 5g 76- ).-1( / 1800; 14-r 7 ' 07 I (`.I1 7t1 IIIA (Ith ll ='i._ 1 H T i I t ;7° 17Y 53 f clot yl (:(21 i 7' 8 ; 163 In i 1 iboiq I 15 I A- 7, y7" q ,IN 00 9r ?IC - (loft 2� • /'y(f loilc IN _IM I 1801 _ I 1 F--- I 1 — i 1 _ i . 1 _ i 1 I • INSPECTOR: .Qil F REMARKS: 300 tIYk 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (7811 438.6216 r_ N. L ,. r Of Massachusetts' t• e 1 'The Construction Testing People' et>• -Page 1 .Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-30-2018 Report No. 8 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1069 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4"* I No. Of Sets: 2 I CUBIC YARDS: 66 SET I LOCATION: Building A, Southwest corner of slab r: Total _: Unit ., Slump(in.) 7 Lab . Size s 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) 76 :637 4.00 x 8.00 12.57 Good 07/30/18 08/06/18 7 32,000 2,550 2 Truck No. 56 L638 4.00 x 8.00 12.57 Good 07/30/18 08/13/18 14 40,500 3,220 2 Ticket No. 18012 1639 4 x 8 12.57 Good 07/30/18 08/27/18 28 Time 7:45 L640 4 x 8 12.57 Good 07/30/18 08/27/18 28 Unit Wtlbs/cu ft L641 4 x 8 12.57 Good 07/30/18 08/27/18 28 Air Content(%) •SET 2 LOCATION: Building A, Northwest corner of slab „ Total Unit Slump(in.) 6 1/2 Lab Size . Area Date Date Age Load Load Fracture Air Temp.(F.) 67 a.. Tested .. _. ;: , k: No. (in.)^ (sq.in.) Condition Cast � ' st " Days- (lbs.) (psi.) Type� Cone Temp(F) 75 L617 4.00 x 8.00 12.57 Good 07/30/18 08/06/18 7 27,000 2,150 1 Truck No. 52 L618 4.00 x 8.00 12.57 Good 07/30/18 08/13/18 14 38,000 3,020 1 Ticket No. 18016 L619 4 x 8 12.57 Good 07/30/18 08/27/18 28 Time 9:02 :L620 4 x 8 12.57 Good 07/30/18 08/27/18 28 Unit Wtlbs/CU 1t L621 4 x 8 12.57 Good 07/30/18 08/27/18 28 Air Content(%) GENERAL REMARKS: *midrange, fibermesh. inspector .,� ;Premium Travel Name Time Hours . , ' Time e . ,, r,:, Corey Keith No — REVIEWED BY: Bryan M. Crabtree BLit FRACTURE TYPES% / I/ �((' / N • XX Ai ijtik,, \ \ Type 1 Type 2 Type 3 Type 4 TypeS Type 6 �;l Of Massachusetts `„ 1.4 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Compressive Strength Report- Concrete Report Date 07-30-2018 Report No. 8 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod Ready Mix Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder Is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unhanded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reportsQutsofmass.com for more information. CC: Dakota Partners, inc. Rio Sacchetti • Dakota Partners, inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • • i ... Of Massachusetts 11, ` ` 1 'The Construction Testing People' 1 t. Pages ',Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-30-2018 Report No. 8 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Building A, Northwest corner of slab Method of Placement: ®Pump 0 Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: 9 Truck Discharge Chute ❑ 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 •o Other Slump Specification(in.) 5-7 Number of slumps out of specification reported to H rejected Approved by Remarks: • • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438.6216(Fax) Report Date 07-30-2018 Report No. 8 • Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment 07/31/2018 05:59 5086975411 A AMERICAN PAGE 07/23 It. �i`r. y Of Massachusetts Inc �`�c�' ! The Construction TestingPqe�o�pl�e�,° Page I CRETE a _ y DAILY REPORT OF CONCRETE POUR PROJECT NAME: , a016 ARiot,e't7*5 PROJECT NO.: DATE: 3 0 15- AIR TEMP.: g7 TOTAL YARDS: Cc LOCATION OF POUR: $r/r%pbit , - ac7FM tenni- Pv6i-,24 of -riga I Load & f Slump I Hatching Batching Time In I Yards Concrete %of Ticket# I No. of j Truck# I Inches In Out Minutes Temp. Air Cylinders 5gi 17 gY > 7 S6 7/5- I( rJ L. /- Ifold I 73 C5 7 Cf.!l 7t1 In _ (V0L3 lf I -7 (I e ;?0 179 ,u4( ( clot y • - 1 1 7:doci g ;.Q 163 ! tic( /nig I • s� 16‘%, 7;107 9 ;14 57 Ir 75- r (go(g 6-5' // `(t fork rq i 15,l- • , 1 I I l bs 1 I I - • INSPECTOR: REMARKS: 3o 0brNfr' • ("ir __ 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (7811 438.6216 �;i Of Massachusetts L AL�`�a' 1 'The Construction Testing People' • - r Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-30-2018 Report No. 8 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-193 C-1069 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/9"* I No. Of Sets: 2 I CUBIC YARDS: 66 SET I LOCATION: Building A, Southwest corner of slab Lab Size Area Date . Date Age :: Load Load Fracture Air Temp.(F.) 67 No. (in.) '_ (sq.in.) Condition Cast '=" Tested" bays abs) ', (Psi.) Type Conc Temp(F) 76 L637 4.00 x 8.00 12.57 Good 07/30/18 08/06/18 7_ 32,000 2,550 2 Truck No. 56 /638 4 x 8 12.57 Good 07/30/18 08/13/18 14 Ticket No. 18012 L639 4 x 8 12.57 Good 07/30/18 08/27/18 28 Time 7:45 640 4 x 8 12.57 Good 07/30/18 08/27/18 28 Unit Wtlbs/cu ft 641 4 x 8 12.57 Good 07/30/18 08/27/18 28 Air Content(%) SET 2 LOCATION: Building A, Northwest corner of slab Total Unit Slump(in.) 6 1/2 Lab Size "I Area it, Date.' Date -Age " Load Load Fracture Air Temp.(F.) _67 No. (in.) = (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 75 L617 4.00 x 8.00 12.57 Good 07/30/18 08/06/18 7 27,000 2,150 1 Truck No. 52 L618 4 x 8 12.57 Good 07/30/18 08/13/18 14 Ticket No. 18016 L619 4 x 8 12.57 Good 07/30/18 08/27/18 28 Time 9:02 ,L620 4 x 8 12.57 Good 07/30/18 08/27/18 28 Unit Wtlbs/CU 1t' L621 4 x 8 12.57 Good 07/30/18 08/27/18 28 Air Content(%) GENERAL REMARKS: *midrange, fibermesh. Inspector9 Premium,: . Travel Name Time r. Hours Time Corey Keith No REVIEWED BY: Bryan II. Crabtree gide FRACTURE TYPES • X X )\ i/t\ it \ 7 Type 1 Type 2 Type 3 Type 4 TypeS Type 6 -cr l a •j Of Massachusetts �` ,��; , 'The Construction Testing People' Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-30-2018 Report No. 8 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod Ready Mix 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 unhanded 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: Dakota Partners, Inc. Rio Sacchetti • Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vein Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant 0 l� �,;i Of Massachusetts k► + 4/ 'The Construction Testing People' • Q,air Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-30-2018 Report No. 8 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor - Dakota Partners, Inc. Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT •TotalPOUr: Building A, Northwest corner of slab Method of Placement: 9 Pump 0 Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: In Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer ® Field El Other •Placement Protection: 0 Thermal Blankets 0 Heat ® None ❑ Other Slump Specification(in.) 5_7 Number of slumps out of specification reported to If rejected Approved by Remarks: • Page 4 UTS of Massachusetts, Inc. 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) Report Date 07-30-2018 • Report No. 8 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmou Attachment 07/31/2018 05:59 5086975411 A AMERICAN PAGE 07/23 a.. 1 ^- • 4i r�Of Massachusetts Inc. ' 0074* a The Construct' p�s�j REPORT OF Testing Page _ y DAILY OF CONCRETE POUR PROJECT NAME: Ya(r)n APof rie#t7tf PROJECT NO.: DATE: ? 3 d -- I if AIR TEMP.:- c7 TOTAL YARDS: 6j 6 LOCATION OF POUR: 11401/79 4-,� 406 n- -- pbf . O, J'a Load & Slump Batching Batching Time %e In I Yards I Concrete of Ticket g I No. of j Truck# I Inches j In Out Minutes Temp. Air Cylinders 57Er 17 Ieg) 7 5 g 7/? )471--7,‘ / Bola; 14-S' 3 , C)77 (`.fl 7 '-i Ing,, • (10(.� 1 ( . 7: 1I ?o I7r . �3 . filo( illIll 16,1 1 7'aq 3 :9 16; I" yY mots I ? 1611,--74._ 7;4(7 i ;it' It 2s K ((of6 2-c 1 /3 IPToic dqa �e �. i { i 1 I - r I • INSPECTOR: C(Jfy*'Qji-Fd, REMARKS: 300 ti/VA- 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (7811 438.6216 _aiN �� 1. �;i Of Massachusetts ��,� 1 'The Construction Testing People' 0 .s 4 Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 07-30-2018 Report No. 6 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. CONTACT: Tim Eaton TIME OF INSPECTION: 7:00 AM TIME OF CONCRETE PLACEMENT: 8:00 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: S1.1 REVISION NUMBER: I DATED: 09/29/2017 SHOP DRAWING(S): C-102, rev. #3, dated 12/21/2017 •ROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES X NO AREA REVIEWED: Building A, North corner of 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. ® The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. iliENERAL REMARKS: Reinforcing steel installation is complete and acceptable. nspector Premium Travel Name '... Time Hours Time Corey Keith No Min Day 2 Hr(a) ,. ,,; Of Massachusetts �� «• .�� 'The Construction Testing People' \ ;`!i Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 07-30-2018 Report No. 6 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. .REVIEWED BY: William P. Crabtree �Q( Wf Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Hrachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa • Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant 4111 �,;1 Of Massachusetts J.�� r el '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 07-26-2018 ReportNo. 5 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. WEATHER: .TIME: CONTACT: SUMMARY: Transported 2 sets of cylinders cast on 7/25/18 to the lab for testing. GENERAL REMARKS: Name' M Time Hours Time James Loughlin No REVIEWED BY: William P. Crabtree � � WT Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • it Of Massachusetts ���� w1 'The Construction Testing People' • O `/ -Page 1 5 Richardson Lane,Stoneham,MA 02180 781438.7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-25-2018 Report No. 15 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. 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: 9000# 3/4" I No, Of Sets: 1 I CUBIC YARDS: 33 SET I LOCATION: Parking lot retaining wall Total Unit Slump(in.) 5 1/2 Lab . Size; ,1 Area , Date Date . ; ; Age Load Load Fracture I- Air Temp.(F.) 79 No. (in) (sq.in.) Condition Cast Tested Days (Ibs) (psi:) Type ; Conc Temp(F) 83 Q634 4.00 x 8.00 12.57 Good 07/25/18 08/01/18 7 40,000 3,180 1 Truck No. 17 0635 4.00 x 8.00 12.57 Good 07/25/18 08/08/18 14 48,500 3,860 2 Ticket No. 4701 Q636 4.00 x 8.00 12.57 Good 07/25/18 08/22/18 28 56,000 4,460 1 Time 8:25 0637 4.00 x 8.00 12.57 Good 07/25/18 08/22/18 28 58,000 4,610 1 Unit Wtlbs/CU ft • Q638 4.00 x 8-00 12.57 Good 07/25/18 08/22/18 28 60,000 4,770 2 Air Content(%) GENERAL REMARKS: inspector Premium'. Travel Name Time Hours Time Christian Cabrera No Min Day 2 lir(a) REVIEWED BY: Bryan M. Crabtree• . FRACTURE TYPES I k ji/3/4 \t / N 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 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. ;,6 Of Massachusetts t ,41" `1 'The Construction Testing People' ` a da =ri Page2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-436-6216(Fax) Compressive Strength Report - Concrete Report Date 07-25-2018 Report No. 15 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Cape Cod Ready Mix CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • • Je ...sr," Of Massachusetts - ! 'UPS/ 'The Construction TestingPeople - .• Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-25-2018 Report No. 15 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. cape Cod Ready Mix FIELD SUMMARY REPORT ▪Total Pour: Parking lot retaining wall 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: ®Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer 0 Field ❑ Other • Placement Protection: 0 Thermal Blankets 0 Heat ® None ❑ Other Slump Specification(in.) 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 07-25-2018 I Report No. 15 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmou Attachment ; L. I. M• Of Massachusetts Inc. t, !1s Mee./ a s %Wit he Construction Testing Peo Pagett .20,CL DAILY REPORT OF CONCRETE POUR PROJECT NAME: yerr r/ (ir r. a PROJECT NO. DATE: �/s...-4; AIR TEMP.:. "74' TOTAL YARDS: 'u LOCATION OF POUR: re-.4:-..-aa wn,i /�.,rit(3 / i Load & Slump Batching Batching -lime In Yards Concrete %of Ticket# No. c Truck# Inches In Out Minutes `Temp. Air I Cyli iut- 17 s,/ 7 /s „1: 7p 80 , 83' — Y„/ /9 -j - - 9--` - Ay 7'35-- 3rfa ,5,4 ,if ((7o-Z .P 7! Sn 4, td X 'r 7) y'oyl • I I I . I , • INSPECTOR: coar0-10kr"-a-c:e... REMARKS.`- 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 6001100'd «r) ;dogs Wituud raleMa6PIJB 85:1 t 810ZIO6180 � J.lit�; Of MassachusettsI. `i 'The Construction Testing People' - --_— s 0/1741,/ -Pa e1 - - • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Concrete Field Report Report Date 07-25-2018 Report No. 4 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. WEATHER: .TIME: CONTACT: SUMMARY: Transported 2 sets of cylinders cast on 7-24-18 to the lab for testing. GENERAL REMARKS: Inspector "Premium' i- Travel Name .. _ . Time Hours ` ,r Time illDennis Read No REVIEWED BY: William P. Crabtree WT Our reports are available in PDP form via email. Please email us at reports@utsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • L , Of Massachusetts ��4«` 1 -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 07-29-2018 Report No. 7 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. CCRM ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-193 C-1069 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/9" I No. Of Sets: 2 I CUBIC YARDS: 82 SET I LOCATION: Building A SOG - North corner, street side Total Unk Siump(in.) 6 Lab Size : Area i :- Date Date Age Load Load Fracture ; AIr Temp.(F.) 71 No. (in.) P (sq.in.) Condition Cast Tested bays (lbs.) (psi.) Type Conc Temp(F) 76 11293 9.00 x 8.00 12.57 Good 07/29/18 07/31/18 7 32,500 2,590 1 Truck No. 67 H294 9.00 x 8.00 12.57 Good 07/24/18 08/07/18 14 34,500 2,740 1 Ticket No. 7937 11295 9.00 x 8.00 12.57 Good 07/24/18 09/21/18 28 98,000 3,820 2 Time 7:90 11296 4.00 x 8.00 12.57 Good 07/24/18 08/21/18 28 96,500 3,700 1 UnitWtlbs/cu ft 297 9.00 x 8.00 12.57 Good 07/24/18 08/21/18 28 47,000 3,740 2 Air Content(%) SET 2 LOCATION: Building A SOG - North corner, street side .Total Unit Stump(In.) 5 1/2 • Lab . Size ,: Area Date Date ':Age Load Load Fracture Air Temp.(F.) 71 No. (In.) ;i' (sq.In.) Condition Cast r Tested Days (lbs.) (psi.). Type Conc Temp(F) 78 11288 4.00 x 8.00 12.57 Good 07/24/18 07/31/18 7 35,000 2,780 2 Truck No. 82 H289 4.00 x 8.00 12.57 Good 07/24/18 08/07/18 14 39,000 3,100 3 Ticket No. 7991 11290 4.00 x 8.00 12.57 Good 07/24/18 08/21/18 28 56,000 4,960 1 Time 9:00 ,H291 9.00 x 8.00 12.57 Good 07/24/18 08/21/18 28 54,500 4,340 2 Unit Wtlbslcuft H292 4.00 x 8.00 12.57 Good 07/29/18 08/21/18 28 52,500 4,180 1 Air Content(%) GENERAL REMARKS: Inspector ''Premium 9: Travel Name Time Hours '-' Time Mitch Graziano No Max Day 2 Hr(s) REVIEWED BY: Bryan M. Crabtree igi/s FRACTURE TYPES (' • XX Type 1 Type 2 Type 3 Type 4 Types Type 6 lif�;11 Of Massachusetts ,,.,, , i� ei 'The Construction Testing People' -' , -S- Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-24-2018 Report No. 7 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. . Dm 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: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Earl Walsh Dakota Partners Julian Lesnik Will Chalfant • rte: L it ,,;i Of Massachusetts •+`' `i7 '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 07-24-2018 Report No. 7 Distribution Copy Job Number 21927 Project Yarmouth Commons, 681 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. ccpM FIELD SUMMARY REPORT Total Pour: Building A SOG - North corner, street side 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 ❑ Thermal Blanket ❑Hay/Straw 0 Trailer ® Field ❑ Other Right of trailer S'lacement Protection: 0 Thermal Blankets 0 Heat ® None ❑ Other Slump Specification(in.) 4-6 Number of slumps out of specification reported to H rejected Approved by Remarks: • 0 UTS of Massachusetts, Inc. PageA 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 07-24-2018 • Report No. 7 Job Number 21927 - - - - Project Yarmouth Commons, 881 Route 28, Yarmou Attachment Al• Of Massachusetts Inc. ,. 4�►i "fhe Construction Testing People' .Page# -- l 41117. DAILY REPORT OF CONCRETE POUR PROJECT NAME: 881 rt. ag 614tr1Pt11�) PROJECT NO.: DATE: /' a9- I g ��]] pp AIR`` TEMP.: 7', TOTAL YARDS: O a LOCATION OF POUR: �I Dtti jjt fy 3o& N� CGra!r S/rn 114 Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No. of Truck# Inches In Out Minutes Temp. Air Cylinders G7 G 7;05 8: 30135 "/ii 76 / 17937 I A 3 5 a 7: a0 8:5o 10 I'/n 1793S' G5 8:lo 1 : 3o 90 "/33 17yy0 • 8a 5.5 8:3,5 1.9 a sa "1"ti 72 I / ),qy 15-5 G7 2:90 (moo 'Z5 II/51 119 43 q :0 10:30 $5 %CI 17949 G5 1: 3o 11.00 90 11/77 ,17i4b G7 1 o: 00 11'.'x."1 87 Sin I nevi9 • • I 1 • • INSPECTOR: l `\kC`h GC4tor REMARKS: 30014A 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 Lj. , ;i Of Massachusetts /11 � +wi The Construction Testing People' e Pa9 1 1111 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Soil Inspection Report ReportDate 07-24-2018 ReportNo. 12 Distribution Copy Job Number 21927 Project - Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. WEATHER: Clear 650 TIME: 7:00 am CONTACT:Tim Eaton of Dakota Partners, Inc. PURPOSE: Observe earthwork construction and perform field density tests. EQUIPMENT: Vibratory Roller, Mid size excavator - TEST METHOD: 9 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) 9.1 120.6 115.5 95.8 See sketch FSB 9.1 120.6 115.2 95.5 See sketch FSB 3 9.1 120.6 116.3 96.4 See sketch FSB OBSERVATIONS: This report follows a site visit to observe/test the earthwork for: floor slab base. The purpose of this visit was to perform compaction testing on the floor slab base for building B. The material was placed and compacted in a 10" lift to reach finishing grade. While onsite, Dakota was "asked to have an excavated hole inspected. The excavated hole was to house the tank for the WWTP. The base of the hole was lined with 1.5" crushed stone. The walls were cleanly cut and appeared firm and stable. Three compaction tests were performed per method ASTM D1556 Sand Cone. The earthwork tested does conform to minimum requirements of 95% compaction. These observations/testing results were reported tothe superintendent during this visit. Inspector. - Premium Travel Name Time Hours - Time - Alexander Ekvall No Min Day 2 Hr(s) REVIEWED BY: Chuck Fraser e/.. 4111ur reports are available in PDF form via email. Please email us at reportseutsofmass.com for more information. l.N. „;1 Of Massachusetts ��,"1 .'1 'The Construction Testing People' �y�;`!i Page 2 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) IIP Soil Inspection Report Report Date 07-24-2018 Report No. 12 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Or Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa • Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • 4110 UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 07-24-2018 Report No. 12 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment s{ rr 9 ® _ . apt; Si — ". � - `if PS` _gy-tor—.' ., . tai =gia __ "_—._` , .a \ A • a `J fir. / e0 CI`' N` T_4141.13ANU —' c i EW / Rt :'Ra'aF� I Rs g • E •�v eHeT � I �/• � �� i J 1 I I e a �"s ^.� ''"....M.--- . ) 1 .,1` 4 d r• 4*:11% woo` V "ii, ,.,s..- -:. *, r tfr . taw, w If.. sicielt, :4. .,. :at Ili it. ottotyy .,,4 ..:thi , ja4j %7SI ��� i�3,=G �'� \ ofF `�,� S. t•r'/7.1' (. ii . ( .,` ‘. is • 'Jew .`' • A • lull•""'1 ...mut. / wt. @ \ • // ro ;� nu 1nuu . Itl :N. minium�' 11(11111011 ; I I ,F tor .` _ i11i111111!I" i.. iii !Infiniti' if, s/l Iliillllllll .., 4 , t ='� '11111111111 I � , Yis i dr Ailk 1"'�7 �t• a' . l!1111111111Jo" ' -�'Y , n ' .a 111111111111 i i , uuoull!1 J Q ri Rx: id �I 1$9 ik /11111111 „ .:. ,,.i.,,,:,, I.ui � ~V }, x4' ,I' .`ge"' SJR° ir 11111111 „ ,"i + ,, /Ail! `` " .r les:. % ti li!IInil it �ie wsFio9, '<f+, . ...5r� ,e+s' .mate';.1111f_ � y rope '-Rihr y ht R XII . - r. N. : J. ,,,as Of Massachusetts ��I.. `, 'The Construction Testing People' • %S !r Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-24-2018 Report No. 7 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. ccRM 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: 2 ICUBIC YARDS: 82 SET 1LOCATION: Building A SOG - North corner, street side :Total s Unk Slump(In.) 6 Lab Size Area Date � ? Date -Age ,j Load Load'. Fracture Air Temp.(F.) 71 No. (in.) (sq.in.) Condition Cast Tested Days 'Obs.) A4'(psi.), Type ' Conc Temp(F) 76 11293 4.00 x 8.00 12.57 Good 07/24/18 07/31/18 7 32,500 2,590 1 Truck No. 67 H294 4.00 x 8.00 12.57 Good 07/24/18 08/07/18 14 34,500 2,740 1 Ticket No. 7937 H295 4 x 8 12.57 Good 07/24/18 08/21/18 28 Time 7:40 8296 4 x 8 12.57 Good 07/24/18 08/21/18 28 Unit Wtibs/CU ft 297 4 x 8 12.57 Good 07/24/18 08/21/18 28 Air Content(%) SET 2 LOCATION: Building A SOG - North corner, street side :Total - Unk Slump(in.) 5 1/2 Lab Size a Area Date Date , :Age Load Load. Fracture. Air Temp.(F.) 71 No. " (in) (sq.in.) Condition' Cast ' , Tested Days '(lbs.) (psi)' WO" Conc Temp(F) 78 H288 4.00 x 8.00 12.57 Good 07/24/18 07/31/18 7 35,000 2,780 2 Truck No. 82 H289 4.00 x 8.00 12.57 Good 07/24/18 08/07/18 14 39,000 3,100 3 Ticket No. 7941 H290 4 x 8 12.57 Good 07/24/18 08/21/18 28 Time - 9:00 ,11291 4 x 8 12.57 Good 07/24/18 08/21/18 28 Ut11t Wt Ib5/CU ft H292 4 x 8 12.57 Good 07/24/18 08/21/18 28 Air Content(%) GENERAL REMARKS: Inspector Premium':' Travel Name . . .., ; „ ., :, '� Time ,'._ Nouns,. ,„' .Time Mitch Graziano No Max Day - 2 Br(s) REVIEWED BY: Bryan M. Crabtree FRACTURE TYPES • /1 ;:f‘X X Type 1 Type 2 Type 3 Type 4 TypeS Type 6 lit/. ...11 ••• Of Massachusetts av : ISS 'The Construction Testing People' Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 07-24-2018 Report No. 7 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. CCRM 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 11n. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. • • CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • �; Of Massachusetts 1. 1 'The Construction Testing People' • %% o, Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-24-2018 Report No. 7 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. CCRH FIELD SUMMARY REPORT Total Pour: Building A SOG - North corner, street side Method of Placement: ®Pump 0 Chute Discharge ❑ Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other. Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket 0 Hay/Straw 0 Trailer ® Field ElOther Right of trailer Placement Protection: 0 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 07-29-2018 • Report No. 7 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmou Attachment Al Of Massachusetts Inc. ,.seri The Construction Testing People" Page# 1 DAILY REPORT OF CONCRETE POUR PROJECT NAME: pnOSI rt. ag (Ygcmoni9 PROJECT NO.: DATE: 7 IXq- J g ^ p AIR TEMP.: 7'ark YARDS: $a LOCATION OF POUR: k A 6Ni 1d,fy 30& M r Corer Sim 1�da Load & Slump Batching Batching Time In Yards Concrete % of Ticket# No.of Truck# Inches In Out Minutes Temp. Air Cylinders G7 6 17:05 8: so 75 Y,' 76 / 17937 A-5. 5 a 7: a0 8:50 10 4/22 17932 65 8:10 1 : 3o S0 II/33 I19y0 • Ste. 5.5 8:3,5 Tata n '% 79 / 1-719 1 13-5 G7 2:90 (0:00 g5 11/s5 11943 5 a. q :05 10:30 25 II/bro 17944 • G5 9: 30 11:00 90 11/77 I'N9b G7 10:00 \\Al 87 S/ga I natiq • INSPECTOR: NVQ% G(q-L,gnQ REMARKS: 300DAM 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 1.-- 111, s.; Of Massachusetts *1 'The Construction Testing People' • Ct;`?i Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-24-2018 - Report No. 7 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. CCRN ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 2 I CUBIC YARDS: 82 SET 1 LOCATION: Building A SOG - North corner, street side Total Unit Slump(in.) 6 Lab Size -: Area Date Date " Age Load Load Fracture Air Temp.(F.) 71 No. ,On.) (sq.In.) Condition Cast Tested - Days (lbs.) (psi.) Type Conc Temp(F) 76 H293 9.00 x 8.00 12.57 Good 07/24/18 07/31/18 7 32,500 2,590 1 Truck NO. 7937 67 H294295 9 x 8 12.57 Good 07/24/18 08/07/18 19 Ticket No. 11 4 x 8 12.57 Good 07/24/18 08/21/18 28 lime 7:40 11296 4 x 8 12.57 Good 07/24/18 08/21/18 28 Unit Wtlbs/cu ft 297 4 x 8 12.57 Good 07/29/18 08/21/18 28 Air Content(%) SET 2 LOCATION: Building A SOG - North corner, street side Total Unit Slump(In.) 5 1/2 Lab 1 Size Area Date ' Date Age ,.Load Load Fracture". Air Temp.(F.) 71 No. {in) ,••f'� � (sq.in.) Condition Cast .,.a. Tested �: Days :r(lbs.) ` (Psi.) Type-" Conc Temp(F) 78 H288 4.00 x 8.00 12.57 Good 07/24/18 07/31/18 , 7 35,000 2,780 2 Truck No. 82 H289 4 x 8 12.57 Good 07/24/18 08/07/18 14 Ticket No. 7991 H290 4 x 8 12.57 Good 07/29/18 08/21/18 28 Time 9:00 ,H291 9 x 8 12.57 Good 07/24/18 08/21/18 28 - Unit Wtlbs/CU ft H292 4 x 8 12.57 Good 07/29/18 0B/21/18 28 Air Content(%) GENERAL REMARKS: Inspector ' ' , Premium , Travel Name Time Hours Time .. Mitch Graziano No Max Day 2 Hr(s) REVIEWED BY: Bryan N. Crabtree FRACTURE TYPES III X X A f / Type 1 Type 2 Type 3 Type 4 Types Type 6 AY 0110 .4 Of Massachusetts t- , I. ;16i 'The Construction Testing People' Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-24-2018 Report No. 7 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. CORM Reasonably well-formed Well-formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Types cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder Is 125 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. • cc: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik Will Chalfant • aN. ;l Of Massachusetts VA ? 'The Construction Testing People' • �� tr Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 07-24-2018 Report No. 7 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. ccRN FIELD SUMMARY REPORT Total Pour: Building A SOG - North corner, street side 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 T Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer E Fleld • ❑ Other Right of trailer Placement Protection: 0 Thermal Blankets 0 Heat ® None ❑ Other Slump Specification(in.) 4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: • n a a °1 $ N n m ao M �__ H r r O -o 3 o • -C 6 CACM006101CM on O a gc�i m• m J 01 9� �f 9) ui xi R' m �i / p vi 0 0 0 `:■ Y.) 114 • o - - z Z Neal.% s Ia- m 3 S m `�p* � 3 o o g n o p W G S A.� a _ • a 61 Q O H d J1 o c -) 0, 3 a, n O -- -4- 0 00 00 0 m A.). y 4 aY" r i o • ^ p0 r y 3 • • - o •tN o s W "� w ' ? r < , o H e O p O 9-2 O O 0 m D A . o to - _ 2 .s OC p toK 3 1g • co`erAA m N 'o • O 9 m �'\ m (� .. 5 o -� m z 0 O ca '.f. , T w. w C rZ rZ q N co 0 V S Cn t W so J z +N 9u J c./� S W a.) w o XI A H 0 H H h ito V m 3 > H vo co 00 S v0 > 0 mm ' 73 . � N r N ---- i., D M n col- 94 9 Do � z 0 ,3 • O O Id ✓ \ l O ti N L B N m N ti 0ll m o �i 0 y -CI VD -2 .4, -° 3c' Z v d S t S l 1 S W W '° co 0 co Co .. s c- 1 W — 00 V n - t w O03 w a o m 1 CC-.) N Nco GI K m a m g a O G • • • / �� A. �;i Of Massachusetts • le �`% ` 7 'The Construction Testing People' -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)7813313-6216(Fax) Soil Inspection Report Report Date 07-19-2018 Report No. 11 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. WEATHER: Clear 80s .TIME: 3:30 pm - CONTACT: Tim Eaton of Dakota Partners, Inc. PURPOSE: Observe earthwork construction. EQUIPMENT: Caterpillar 325C Excavator TEST METHOD: 0 Sand Cone 0 Nuclear Densometer TITLE: 0 Inspector ® StaffEngineer 0 Engineer OBSERVATIONS: Observation Summary: A site visit was made to the above referenced project to observe earthwork •construction. The following was observed: The excavation for the proposed water clarifier tank area had been prepared prior to this site visit. This area was over-excavated through the natural sandy soil to expose the natural wet subgrade soils. Groundwater was controlled with sump pumps. The soil at the bottom of the excavation remained stable and compact during excavation activities, a lift of crushed stone (12"-18") was placed at the bottom of the excavation to surcharge the natural soils and to create a stable work, surface for the tank installation. The natural soil was generally stable and compact at the time of this site visit. The •prepared subgrade at the bottom of the excavation should be considered suitable for structural bearing capacity. 1 No adverse conditions were observed during the site visit. In summary, the subgrade areas reviewed on this date are should be considered suitable for structural support provided the soil remains stable, dewatered and compact throughout construction. Should you have any questions or require additional assistance, please do not hesitate to contact our office. InspectorPremium: Travel iiiName ,. �, :,' .,, ,.Time - Houre :''`i .. p... : :Time .. ,,t = i� , , . '�.. . Crabtree No 4.00 2 Hr(s) REVIEWED BY: Chuck Fraser n L _1/4.. 1 Of Massachusetts ,; :lp, 'The Construction Testing People' Ng Page 2 i • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 07-19-2018 Report No. 11 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. ,Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mask Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik • Will Chalfant • UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • s Report Date 07-19-2018 Report No. 11 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment 4191fs 3311116 HIM ;1! ;1!!a IlliigeiBII MEd u to o H -. _ _., . :_al ..1 i s t • • • is go C v u r c � 3 � 1 � a iiii G1 JN P Wg J � t_ l4tai it N�T. e\`� r- - i:kk . - -hi:tri; 1-:, —1- , a 2 a h H s I: ' • ir, . het A`J`il,„,lir .' . C1•u.u. .Il` .���.,� 1 Filmli t • ,�. r \I .v r �'19. �ts, ,....,,,, ,.., ,,, .“... 1' LIIOIIIIII(:• T j�P / ..gill tiVilv,yVVVVVV I1 nl I.it / 1 I .`��\I: / ars-, i{ �`' rof• r �t 1, nal 9 • �r 1r unnalu� i - /• 1 , Are I . IIIIIIIIIp too . � If 1111111I!' , \ '‘\`��III lc ► , 1111111iiiiiit ll �I•tr r• . 1I ♦�� fin,{! t�\ twig- ,,,,....4 ,^ d P i ► ti?V.. V ir 1�� � g;A. ‘.••••at i Alkali nil r IA t1, .`'. rlit . J a a' u' Nie I r:t P' • IE ftI jl � �, fs.l w� L�I'PP ,, te ..: , • ` te •c` i . 1' n — _ 1 S r {e �_ 4 e� Of Massachusetts L "1-"44/ 'The Construction Testing People"' Page 1 N'SI 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 06-20-2018 Report No. 10 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. WEATHER: Clear, 70° TIME: 7: 00 AM CONTACT: Tim Eaton of Dakota Partners PURPOSE: Observe earthwork construction and perform density tests EQUIPMENT: Vibratory plate compactor TEST METHOD: ® Sand Cone 0 Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum .Field Test Percent ' Dry 1 Dfr Percent Elevation .o. Moisture Density DensiCompaction Location (Feet) 9.4 120.8 1116.13 96.3 See sketch 3' below elevation 2 9.4 120.8 1F17.1 96.9 See sketch 3' below elevation 3 9.4 120.8 116.9 1 96.8 See sketch 3' below elevation 4 9.4 120.8 1 6.7 ; 96.6 See sketch 3' below elevation 5 9.4 120.8 1 7.1 I 96.9 See sketch 3' below elevation OBSERVATIONS: 1 The purpose of this visit was to ooserve placement of earthwork for foundation backfill for the interior of building B and to perform field density compaction testing. The writer observed the .material was placed in 1' lifts which were then compacted. After compaction, the area was firm, dry, and stable. A total of five field density compaction tests were taken according ASTM D1556 Sand Cone method of testing. The earthwork observed does conform to the minimum requirements of 95% compaction. These observations were related to Mr. Eaton prior to departure. Inspector .+Premium Travel Name 1 Time Hours Time Alexander Ekvall I No Min Day 2 Hr(s) REVIEWED BY: Chuck Fraser e it r reports are available in PDF fIlorm via email. Please email us at reports@utsofmaee%tom for-- -or more information. "� Of Massachusetts 1. ,. �r;� +� nit 1 'The Construction Testing People' -, 1/4,: `I Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 06-2072018 Report No. 10 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. cc: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa . Dakota Partners Karl Walsh Dakota Partners Julian Lesnik • • • UTS of Massachusetts, Inc. Page 3 5 RichardsOn Lane,Stoneham,MA 02180 781.438.7755(Voice)781.438-6216(Fax) • • Report Date 06-20-2018 Report No. 10 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment • // • ra":�.Povs AND Emar.,,. OASIS MST WPCS PSnal LL i LA' uurr mamma PRPin s �... P m _ A rant or mums omrre0 I es M .mai ,min se‘nin .. M• R war• me ▪ Man :�rwsap PAR3 U mom IA 1111 uv ..1 •4+r y ill �m..wammnl. tennot no nithn in mtn,a uwu wu104 3 v LLP NO nen. ✓ max w l-Anal smnaru,AY NIL�w�"�r.:�i".mc matom ° Citrus • • . sAMOOmizo maims Am Set uniAtt won Ra roommar m.o.mars• cMouwmmauXrnns or Ø4P . �I Ulna Onem EDI MAIN MEET[ROUT 28) • P':'vd P mss a LArm amm m SOUTh YARMOUTH y aIl1 Of WC co�onr."ua Aort FOIL DC�R.Wf MASSACHUSETTS l t • ~ R• ,a wror.uwump MO ALtat LIM VT ME WIT LOVALMS. UTILITIES PLAN • tmos let rtly: • II ad••...7.7 mramicwz Dan �++ :IN,n Pr 7-....---:-.7.---,2:7.4.:V A11Lll5Tl1.0.7 G _+2-� Ir, • Rtl,ap M t :47::•„,",5�„I 6 Sy„--....„--...r.------....„-AILLCnrt„C alai M M1M � : .nt 11. w[ ova wtw.F.R, M,. Myepn Wit •�•/• �I `� P.wm ; W ate«+ w Nag n..Renal.lo M.v -.1 t u.i;l rarra"nfU. a P4LWWrPn S ratitlitarll nAnPIt A„»»,.b. .ter' I t6�PRwia2,maPmAlu.,. 4 el tOPOWO•0011 Wit 010ONAlt Al Man 1 Paola Andra.FM ILSOLVVON PAPA ' lan¢wv was MARTA PANAMA RC Iib.WM STREET WALMW,,N 03461 On= . a 1161163Y-1002— LEGEND BSCGROUP • dual wm wRo,rtvPm en \ Nal OM..c MUM*u,1NW e „^e!7 Non IOM DOWN AMA A.. an (126TA .wwavPm enn I a rat Jr-iSOL 778 Ulf t NV Via r s • Nt-fury pR Annum .@ GTeZ L7, ..r* Of Massachusetts yR 2+4� "The Construction Testing People' -Page 1 • 14V- -&.° 5 Richardson Lane,Stoneham,MA 02180 7:1-438-7755(Voice)781438-6216(Fax) I Soil Inspection Report 1 Report Date 06-18-2018 I Report No. 9 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. WEATHER: Clear, 70° TIME: 7 :00 AM . CONTACT: Tim Eaton of Dakota, Partners PURPOSE: Observe earthwork construction and perform density tests EQUIPMENT: Vibratory plate compactor TEST METHOD: El Sand Cone I 0 Nuclear Densometer TITLE: ❑ Inspectth I ❑ Staff Engineer 0 Engineer Maximum Field r Test` Percent Dry D y Percent Elevation �o. Moisture Density 10.1 120.6 10.Delnsity ' Compaction Location (Feet) - 6.1 96.3 See sketch 9' below elevation 2 10.1 120.6 117.1 97.1 See sketch 4' below elevation 3 10.1 120.6 1116.4 96.5 See sketch 3' below elevation 4 10.1 120.6 1115.9 i 96.1 See sketch 2' below elevation OBSERVATIONS: I The purpose of this visit was to observe placement of earthwork for foundation backfill for building B and to perform field density compaction testing. The writer observed the site contractor place material in -1' lifts, which were then compacted within the interior of the building. After compaction, the area "was firm, dry, and stable. A total of four field density compaction tests were taken according ASTM D1556 Sand Cone method of testing. The earthwork observed does conform to the minimum requirements of 95% compaction. These observations were related to Mr. Eaton prior to departure. .Inspector _ Premium Travel Name '-'Time Hours Time Alexander Ekvall No Max Day 2 Hr(s) REVIEWED BY: Chuck Fraser /� Our reports are available in PDF fjorsi viii email. Please email us at reports@utsofmass.com for more information. i �. ..r Of Massachusetts 0� ? 'The Construction Testing People' Nr ?" Page 2 11111 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 06-18-2018 Report No. 9 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. cc: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik • • HJTS of Massachusetts, Inc. Page 3 .5 Richardson Lane,Stoneham,MA 02181 7 1-438-7755(Voice)781.438-6218(Fax) . �I Report Date 06-18-2018 Report No. 9 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment 1 • IRE An/tomer rat AMA.LOCAllata MY Ate rimit'quirt matt comma tnI• aw.awMi.a..0 t et 11/0 MISS tie .� , ...�. OR .� .�ti.a .Nw w • aJ carat n Mon «� .. V._3 I name Inucn Lao d w 11150 .... z LAM SA toil manta mar MAL A MOM MAI maw a� �� . .m a ."mamm• a atm.AcPW' nmit w� titI.6 m• om mamas ral Roam MC imam cam CM sacs mum DC LOW MAW am t srmaws a....dnwwnnme �.:�, Sc! MO i `` � .SAD ma ma .200 uv,. CAVALIER MOTOR "a® ...,o�..w w LODGE :: . ' a .............ma ms mPmi.ma am at ' REDEVELOPMENT wises • mem to.axam 811 MAIN STREET(ROUTE 281 mamma • liZar � sr.�„ TMaawNA 504511IYARMOIRII \. ::;, ki"� a MASSACHUSETTS • ) N LAMS MA'AM'.SAL AA 6vaun cm MNVIM C NM `1rtW N'am'cmwc mmio. f } An•�:� :•NY INC Uwe•00••0.17 tmtmes PLAN i 1 * .Mae A YAM 1.011/17 COMAIOM re tame am AAA ALAIN.OMANI* OWm ma to nae y w....m w lima ma AUGUST 31 2017 lit t �' ►� - M:W.M.MA NAY AM NNa. 1 ONAMMAnatI MAL IC MAMA TM APAOMAR WM comm.in Ea at an PM w 'paAMA rt . 1. ma mama , ImaN�.a ma uswLA SamVi gi �c�,n o• sunksRm v . wNwswme.mc in 63 •I �� Aeon ` wMal in sumpees Damm coot • lea I ILtt la.m rsml MAL R.w Mall Ulwvf AO VI AO/AM mu AMAMI SALAD a w MA AMI FN.MmT. =� a ��a n M.5A,AM� P-_ _E' Ir stroax omffi[ '• L — maw..N vaw ...a ..w 17.20 N 1254MINIM MEl w 13N.0414 NAM.W.IN 03481 MO 001-4002 w:a,^^m'� C+' - 1 LEGE:DT 1BSC GROUP ) . m a<.w 2000...20 iw UJ V>rsuw.v.uru w, ac.aw rr. N.O'wWNAMmadmwu' .,.a..:4. .M man• wAn .. ,•f '`bens-ny On 0017 r.s AD.m wiam O0 G102 j;i Of Massachusetts •i; airt{ : 1 'The Construction Testing People'10 -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Concrete Field Report Report Date 05-11-2018 Report No. 3 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. WEATHER: TIME: CONTACT: SUMMARY: Transported 1 set of cylinders cast on 6/7/18 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name : ` ' : ,. Time ' Hours Time Chris O'Hara No REVIEWED BY: William P. Crabtree � � WT Our reports are available in PDF form via email. Please email us at reports9utso£mass.com for more information. Cc: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett • Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylla Sanborn Head Vern Rokosa Dakota. Partners Karl Walsh Dakota Partners Julian Lesnik 4110 J. �� Of Massachusetts 1�a.Iss, 'The Construction Testing People' :Cr! }� t Page 1 5 Richardson Lane,Stoneham,MA 0218b 7 1-438-7755(Voice)781-438-6216(Fax) I Compressive Strength Report- oncrete Report Date 06-07-2018 Report No: 5 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. eucillo 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: 41.5 SET 1 LOCATION: Building B West- Wall 10' off Northwest corner Total Unit Slump(in.) _ 7 _ Lab - Size Area I Date: , Date Age Load Load Fracture Air Temp.(F.) 58 No. - (in.) - (so.in.) Condition Cast Tested Days (lbs.) (psi.) Type '- Conc Temp(F) 67 P131 4.00 x 8.00 12.57 Good' 06/07/18 06/14/18 7 32,000 2,550 1 Truck No. _ 10 P132 4 x 8 12.57 Good 06/07/18 06/21/18 14 Ticket No. 3980 P133 4 x 8 12.57 Good 06/07/18 07/05/18 28 Time 8:50 P134 4 x8 12.57 Good i 06/07/18 07/05/18 28 Unit Wtibs/cu ft 35 4 x 8 12.57 Good 06/07/18 07/05/18 28 Air Content(%) 6.1 GENERAL REMARKS: Inspector Premium Travel Name - Time Hours Time David Boyce No .REVIEW /�/� ED BY: Bryan M. Crabtree SRC FRACTURE TYPES { if" / N i l'rt \ V / Type 1 Te Type 3 Type 4 TypeS / Type 6 Reasonably well-formed Weil-forme co e on�l Columnar vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,ve Ical racks cracking through with no cracking or bottom(occur but end of less than 1 In. running th4ug cap , both ends,no through ends;tap commonly with cylinder is 125 mm)of cracking no well-de conal well-formed cones with hammer to unbonded caps) pointed throught caps on other end I distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. eirt IP Of Massachusetts �y as, 'The Construction Testing People' N`, Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Report Note 051 -C7-2018 - Distribution-Copy p- -- -- Job Number 29 7 Project Yarm ut Commons, 881 Route 28, Yarmouth Contractor Dako a Partners, Inc. Concrete Co. Fuci to cc: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik • I • . 714 Of Massachuse is "� �� `r� 'The Construction Testing People' •`+ `�. Page 3 5 Richardson Lane,Stoneham,MA 02160 7 1-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 06-07-2018 Report No. 5 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo FIELD SUMMARY REPORT Total Pour: Building B West Wally [ est piers and South wall; Building A piers, Center South wall Method of Placement: ®Pump ' 0 Chute Discharge ❑ Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: t1S7 Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Brix I 0 Thermal Blanket 0 Hay/Straw 0 Trailer ® Field ❑ Other •Iacement Protection: ❑Thermal,Blankets 0 Heat 0 None ® Other Caps Slump Specification(in.) 5-8 Number of slumps out of specification reported to If rejected Approved by Remarks: • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) .e Report Date 06-07-2018 • Report No. 5 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment I' -. r itil ,• L'Nailaral Of Massachusetts Inc. 0�;:`r riPeopleThe Construction Testing P ge# %er DAILY REPORT OF CONCRETE POUR PROJECT NAME: V4,r-yeJr\ CoMM0n5 P OJECTNO.:: DATE: `7/I 1 AIR TEMP.: TOTAL YARDS: t- 7 LOCATION OF POUR: �(;\a'rn7 A Re,, a ( 44I,Ai.� Q. k, .r L,/c1Is Load & Slump Batching Batching Time In Yards Concrete % of Ticket# No. of Truck# Inches In Out Minutes Temp. Air Cylinders ►O 1 -11,30 gticO gQ 61 Ct1 `tactko fir< _I - 11. 1< 9: 10 V tai intIkI 7 7 g;2° 9;4o ka 95 ! 43'0' • 11 g;3o tivff lic I 93(110 I • II i •I INSPECTOR: D. (}eyct REMARKS: Zj or S P 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 43IIi7 '55 Fax (781) 438-6216 F ti L ,- ,,,"a Of Massachusetts L. Zeit `i 'The Construction Testing People' • �srrr�'r� isur Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 06-07-2018 Report No. 5 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. CONTACT: Tim Eaton TIME OF INSPECTION: 7:15 am TIME OF CONCRETE PLACEMENT: 8 :35 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:si. 1 REVISION NUMBER: 0 DATED: 9-29-17 SHOP DRAWING(S): •ROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES x NO AREA REVIEWED: Building B West Wall, West piers and South wall; Building A piers, Center South wall ATTRIBUTES: REVIEWED Yes No Coverage(Top x Bottom x and/or Inside Face x Outside Face x ) R 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 9 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. NERAL REMARKS: Reinforcing steel installation is complete and acceptable. nspector Premium Travel Name Time Hours Time David Boyce No Min Day 2 Hr(s) IC,, Of Massachusetts 'The Construction Testing People' • N�. !. Page 2 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781438-6216(Fax) Reinforcing Steel Report Report Date o6-07-2018 Report No. 5 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. .REVIEWED BY: William P. Crabtree ideC Our reports are available in PDF form via email. Please email us at reportseutsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls • Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik • • fl 11 .�r,ii. Of Massachusetts 11.` , 'The Construction TestinsTaig People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05-31-2018 Report No. 8 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. WEATHER: Clear 750 TIME: 7:00 am CONTACT:Tim Eaton of Dakota Partners PURPOSE: Observe earthwork construction and perform field density tests. EQUIPMENT: Vibratory Roller, Plate Compactor TEST METHOD: El Sand Cone 0 Nuclear Densometer TITLE: 0 Inspector 0 Staff Engineer ❑ Engineer Maximum Field Test Percent Dry Dry Percent - ' Elevation No.. -. Moisture Density Density Compaction Location - (Feet) 11.0 120.6 115.7 95.9 See sketch -2.0 2 11.0 120.6 118.3 98.1 See sketch -2.0 3 10.5 120.6 117.5 97.4 See sketch -1.0 OBSERVATIONS: This report follows a site visit to test the earthwork for: Foundation backfill. The purpose of this visit was to perform compaction testing on the foundation backfill for Building A. The material was placed in 12" lifts and compacted. A total of four compaction tests were performed per method ASTM D1556 Sand Cone. The earthwork tested does conform to minimum requirements of 95% compaction. These observations and testing results were reported to the super during this visit. Inspector Premium Travel Name Time Hours Time Alexander Ekvall No Max Day 2 Hr(s) REVIEWED BY: Chuck Fraser ^A... ... ...... Our reports are available in PDF form via email. Please email us at reportseutsofmass.com for more information. 0 :11 Leh,. a 1 Of Massachusetts UV"'tra 'The Construction Testing People' • -St r Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05-31-2018 Report No. 8 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. . CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik • 4111 UTS of Massachusetts, Inc. Page 3 5,R1chardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) • Report Date 05-31-2018. Report No. a Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment 4 I 'IIi s 1 i ill I I I 110.1 i I 3 � liti li ! iI lig!. I �lit �' is �it ij ljq,1 .f tpyiLl rile 'f '11 �sl ill ill; i i tt iti!j Li ' ' p . e'.gtt191ddai'�' e io ¢Li itI I t 'tit� li ti ,.i4 t it l Irr 1� �x� 1�,� ! r � I r� g'illAP ifil G11. 1. 1. 1.ih ! � 'ui ib i";�" \ . ' I \ . . lit 4 ii i / \ • J+ �tI . r yi 1 \I ' - lilisse:24.0.016 _ \ el trig,tiim- 1 1 11 \ im 7jmi r idV1 •ai 50q 1 •1 041 iimate• I�I t1, a tky( fII ^tr�C ; i1 3i • ! 'N p 1 Lilia se ��t Of MassachusettJ I"'we,0/17A 'The Construktbon Testing People' • k 3Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05-30-2018 Report No. 6 Distribution Copy _ Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" 1 I No. Of Sets: 1 I CUBIC YARDS: 44 SET 1 LOCATION: Northern and Eastern walls Total Unit Slump(in.) 6 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 55 No. i'.(in.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 60 5443 4.00 x 8.00 12.57 Good'. 05/30/18 06/27/18 28 50,000 3,980 1 Truck No. 13 5444 4.00 x 8.00 12.57 Good 05/30/18 06/27/18 28 49,000 3,900 2 Ticket No. 3943 5445 4.00 x 8.00 12.57 Good 05/30/18 06/27/18 28 52,000 4,140 1 Time 8;40 5446 4.00 x 8.00 12.57 Good 05/30/18 06/27/18 28 53,000 4,220 1 Unit Wt lbs/cu ft 47 4.00 x 8.00 12.57 Good 05/30/18 06/27/18 28 51,500 4,100 2 AI Content(%) GENERAL REMARKS: Inspector Premium Travel Name '' '' Time _Hours Time Alexander Ekvall No Max Day+1 Hrs OT 2 Hr(s) REVIEWED BY: Bryan M. Crabtree ///� FRACTURE TYPES �9/((�,,,. I A+ ; \ Ar Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cohe on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 In. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mml of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. i ,.:. ,* L �, ��" Of Massachusetts !i + 1 Vr�� 'The Construction Testing People- Ire .y; I% l Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) $ Compressive Strength Report- Concrete Report Date 05-30-2018 Report No. 6 Distribution Copy Job Number 219217 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dlakota Partners, Inc. Concrete Co. Fuci Llc cc: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik • • i 1 1. j Of Massachusetts `�` 3 'The Construction Testing People' •� ilii r Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 05-30-2018 Report No. 6 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo FIELD SUMMARY REPORT •Total Pour: Building B Northern lan4 Eastern walls Method of Placement: ®Pump I 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 alp Protection: 0 Thermal Blankets ❑ Heat ® None ❑ Other Slump Specification(in.) 6 Number of slumps out of specification reported to If rejected Approved by Remarks: • • • • UTS of Massachusetts, Inc. Page 4 • 5 Richardson Lane,Stoneham,MA 02180 781438.7755(Voice)781-438-6216(Fax) Report Date 05-30-2018 • Report No. 6 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment 10. a. ri is OfMassachusetts Inc. t$'J l Y The Construction TestingPeo to , ,� DAILY REPORT OF CONCRETEE POUR Page# PROJECT NAME: Yw....•.-r. c. , , P O,JECT NO.: DATE: C(3.0i AIR TEMP.: S6 TOTALIYAIRD : `'S LOCATION OF POUR: el „•.,„ of Load & Slump Batching Batching Time In Yards Concrete /o 9f Ticket# No.of Truck# Inches In Out Minutes Temp. Airl Cylinders )) /, C,s- 7:be q:50 go I%I (, v I `1'5941 7) 79 6:7:56, 1 q: :� 5� ii/z4 546, it 1:/1 q of Ya /3S 4ift • y> na:�• 5e %yti yy� • • INSPECTOR: AM( C REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438177155 Fax (781) 438-6216 a-n �"` e I-._ _,a Of Massachusetts t41 Ig `i 'The Construction Testing People' • �c ".. Page 1 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781.438-6216(Fax) Soil Testing Results -Transmittal Report Report Date 05-29-2018 Report No. 2 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Sample Submitted By Sample No. 789 .® Our Representative: Alex Ekvall Date Submitted: 5-11-18 n Other: Source of Sample El On-Site Existing @ location: upper level ❑ Off-Site Borrow from: Proposed Use: Granular Fill Material Submitted As: ® Structurai/Granular Fill: ❑ Ordinary Borrow: MHD M1.01.0 (Shall be approved by the Architect) 0 Gravel Borrow: MHD M1.03.0 Type: flaProcessed Gravel For Base Course: MHD M1.03.1 Sand Borrow: MHD M1.04.0 Type: O Reclaimed Pavement Borrow for Base Course: MHD M1.11.0 ❑ Crushed Stone: MHD M2.01.0 O Dense Graded Crushed Stone for Base Course: MHD M2.01.7 O Common Borrow: ❑ Drainage Fill: ❑ Other. Requested Testing ❑ Atterberg Limits ® Gradation Analysts 0 Hydrometer - ® Modified Proctor 0 Permeability El Wash Sieve Analysis ❑ Other: Material Classification:Sand Project Specification Conformance Results El Does conform: Table 2 granular fill per Sandborn Head GT report ❑ Does NOT conform: O Marginally does not*conform...Basis: ❑ No Specifications provided to our office. O Specifications provided to our office but sample not submitted to a specific use. ❑ Sample submitted without Indication of intended use and without specifications. GENERAL REMARKS: VIEWED BY: Geotechnical Department OA Our reports are available in PDP form via email. Please email us at reportsOutsofmass.com for more information. �; Of Massachusetts .1,0"141.1, 'The Construction Testing People' Page 2 • 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) Soil Testing Results -Transmittal Report Report Date 05-29-2018 Report No. 2 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. - CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik • • • , " UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 05-29-2018 Report No. 2 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment Particle Size Distribution Report ,If !x t X x g a 's @ e t t c ! 1 ••- 100 1 I- tn. e' , • STILE 2 G LM 9 L'FR SANBORN,'I-FAC&ASSOCIATES GECTECH RE'ORT 1 90 \II 9.�L , l I 180 "I.�� : y J ; r l:r I "IN)41 , ‘Ii,i4 I I \ .,1 i (70 1‘.,1 I \10- I ': . ; 1.,i1 III\ ,5 So t I j L :_J 1 Gr,l1` . .. I I i, ^ figq � 4,.l' Ii; 1J 6 \a ri- 60 S I ) 7 .. . I I 1 LI \ ) 1 , r9 'Iu+ I i I. \ O 1 r eh 1 1 `t a 40 IC`s. r I 11i a. .tt t , I I I .y. 1,k r,. ...ql,L . .alp c4�y 30 \x>« ,I " ita\ , i )I j .I IJ? • �, 20 , \' I It 1 :j \ 10 I I 1 0 t I I `I _i, „ 1M Id I0.1 0)1 0.00? GRAIN SIZE-mm. x.r %Gravel %Sand %None Coen. Fins Comm Medium Fine Slit j clay 0.0 2.3 4.8 3.3 43.5 _ 41.8 4.3 SIEVE PERCENT SPEC.' PASS? MetaAal Daaerlofon SIZE FINER PERCENT (ONO) F-M SAND,TRACE SILT,TRACE GRAVEL 1.5" 100.0 1" 98.9 3/4" 97.7 At���p��� 3/8" 95.4 PL= NP LLLLNV PI= NP #4 92.9 40.0-100.0 #10 89.6 Coefficient* 820 72.9 D90=2.0961 D85= 1.3806 Dep=0.6082 840 46.1 10.0.75.0 D50=0.4735 D30=0.2621 Dirt 0.1776 #50 35.0 D10=0.1502 Cu= 4.05 CC- 0.75 #100 10.0 ClepMcatlopp #200 4.3 0.0.12.0 USCS= SP AASHTO= A-I-b RSmarkt . YARMOUTH COMMONS TABLE 2 ORANULAR FILL PER SANBORN HEAD&ASSOCIATES GEOTECH REPORT Source of Sample:ON SITE-UPPER LEVEL Sample Number.789 Data: 5/29/2018 • UTS OF MASSACHUSETTS,INC. Client DAKOTA PARTNERS,INC 5 Richardson Lane Project YARMOUTH COMMONS,881 ROUTE 28,YARMOUTH,MA Stoneham,MA 02180 l project No: 21927 Figure . UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781.4384218(Fax) • Report Date o5-29-2018 Report No. 2 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment COMPACTION TEST REPORT 123 L1V for 121 HOATi4 1'OR,e a 2.75 H"./71"... ,a 119 f<1 31y 117 • 115 1136 7.5 9 10.5 12 13.5 15 Water content,54 --e—•Rock Corrected —0—•Uncorrected Test specification: ASTM D 1557.91 Procedure A Modified ASTM D4718-15 Oversize Cort.Applied to Each Test Point Etevl Classification Nat %> %< Depth USCS AASHTO Moist S' - LL PI e4 No.200 SP A-1-b 2.75 NV NP 7.1 4.3 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= G 120.8 pcf . 118.1 pcf F-M SAND, RACE SILT,TRACE GRAVEL Optimum moisture-10.6% 11.3% Project No. 21927 Client DAKOTA PARTNERS,INC. Remarks: Project YARMOUTH COMMONS,88!ROUTE 28,YARMOUTH,MA • o Source of Sample:ON SITE-UPPER LEVEL Sample Number.789 UTS OF MASSACHUSETTS,INC. 5 Richardson Lane Stoneham,MA 02180 Figure L A.ti �,"a Of Massachusetts a L 11 vii, 'The Construction Testing People' lt ne • Page 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Testing Results -Transmittal Report Report Date 05-29-2018 Report No. 1 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Sample Submitted By Sample No. 788 .® Our Representative: Alex Ekvall Date Submitted: s-11-1a n Other. Source of Sample ® On-Site Existing(a location: sand layer ❑ Off-Site Borrow from: Proposed Use: Granular fill Material Submitted As: El Structural/Granular Fill: ❑ Ordinary Borrow: MHD M1.01.0 (Shall be approved by the Architect) Gravel Borrow: MHD M1.03.0 Type: Processed Gravel For Base Course: MHD Ml.03.1 Sand Borrow: MHD M1.04.0 Type: O Reclaimed Pavement Borrow for Base Course: MHD Ml.11,0 ❑ Crushed Stone: MHD M2.01.0 ❑ Dense Graded Crushed Stone for Base Course: MHD M2.01.7 0 Common Borrow: ❑ Drainage Fill: ❑ Other: Requested Testing ❑ Atterberg Limits ® Gradation Analysis 0 Hydrometer • ® Modified Proctor 0 Permeability El Wash Sieve Analysis ❑ Other: Material Classification:sand Project Specification Conformance Results 9 Does conform: Table 2 granular fill per Sandborn Head GT report 0 Does NOT conform: O Marginally does not conform...Basis: ❑ No Specifications provided to our office. O Specifications provided to our office but sample not submitted to a specific use. ❑ Sample submitted without indication of Intended use and without specifications. GENERAL REMARKS: •EVIEWED BY: Geotechnical Department f/ e Our reports are available in PDF form via email. Please email us at reportseutsofmass.com for more information. ' ; 1 a Of Massachusetts wo":.■s/ 'The Construction Testing People- • Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Testing Results -Transmittal Report Report Date 05-29-2018 Report No. 1 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. CC: Dakota Partners, Inc.. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian teenik • •• UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 05-29-2018 Report No. 1 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment Particle Size Distribution Report rA d�tF xS I "r Be3 t s` s I 100 1— _ rA18d6dT 2 GRANtA4 r 1 PER S NBORV� CTFC 1 REPORT kI 11 Irl I r 80 I 1 Irtf iii it I J \1 ,.I 1 , it 70 W CO t I 1 , I k , i 8 60 I 11, I IU 1 1 0 30 ik 'c.v.,: II 114 4 1I11 • I 1 ! 1 I i;i \ I .'.N.,; I: .(' %I , 10 f' rv� � ' 0 I I I �I4 100 11 1 0.1 0.01 0.001 GRAIN SIZE-mm. x.r %Gravel %S.nd %Fin.. Co.n. Fin, Coarse Medium Fine SIR I Cly 0.0 0.6 4.4 4.0 49.7 38.2 3.1 - SIEVE PERCENT SPEC.' PASS? Material Description SIZE FINER PERCENT (X440) F-M SAND,TRACE GRAVEL,TRACE SILT 1.5" 100.0 1" 907 99.7 3/4" 99.4 ��pr�srq Llmltt 3/8" 97.6 PL= NP TL= NV PI= NP #4 95.0 40.0.100.0 #10 91.0 Coefficients #20 71.4 DB0. L8372 D85= 1.3611 0605 0.6478 #40 41.3 10.0.73.0 D50=03193 Dr 0.3132 D15=0.1967 #50 28.5 D10=0.1604 Cu- 4.04 Cer 0.94 #100 8.7 #200 3.1 0.0.12.0 USCS= SP Cl ��y� assM AASNTO= A-I-b Remarks YARMOUTH COMMONS TABLE 2 GRANULAR FILL PER SANBORN HEAD&ASSOCIATES OEOTECH REPORT Source of Sample:ON SITE-SAND LAYER Date: 5/29/2018 • _Sample Number.788 UTS OF MASSACHUSETTS,INC. Client DAKOTA PARTNERS,INC. 8 Richardson Lane Project YARMOUTH COMMONS,881 ROUTE 28,YARMOUTH,MA 1 Stoneham,MA 02180 Project No: 21927 Flours UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) • Report Date 05-29-2018 Report No. 1 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment COMPACTION TEST REPORT ZAV for 121.5 SPA. 2.75 120 %. 11gC` .a 118.5 • 117 115.5 z 114 4.5 9 7.5 9 10.5 12 13.5 Water content,% -�--Rock Corrected —0--Uncorrected Test specification: ASTM D 1557-91 Procedure A Modified ASTM 04718.15 Oversize Corr.Applied to Each Test Point Em ! Classification Nat. U. %< Depth USCS AASHTO Moist Sp.O. LL PI 84 No.200 SP A-1•b 2.75 NV NP 5.0 3.1 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density a119.6 pcf 117.8 pcf F-M SAND,TRACE GRAVEL,TRACE SILT Optimum moisture 9.4% 9.9% Project No. 21927 Client DAKOTA PARTNERS,INC. Remarks: Project: YARMOUTH COMMONS,881 ROUTE 28,YARMOUTH,MA • o Source of Sample:ON Sff&SAND LAYER Sample Number.788 UTS OF MASSACHUSETTS,INC. 5 Richardson Lane Stoneham,MA 02180 Figure Of Massachusetts t+��,cri 'The Construction Testing People' Page1 • `+;,r 5 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05-24-2018 Report No. 5 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. WEATHER: Clear, 70 's TIME: 7:30 AM CONTACT:Tim Eaton of Dakota Partners PURPOSE: Observe earthwork construction and perform density tests EQUIPMENT: Vibratory roller and plate compactor TEST METHOD: ® Sand Cone 0 Nuclear Densometer TITLE: 0 Inspector 0 Staff Engineer 0 Engineer Maximum Field Test = Percent Dry Dry Percent Elevation No. Moisture ' Density Density Compaction Location (Feet) 10.9 120.6 116.3 96.7 See sketch -3.0 OBSERVATIONS: The purpose of this visit was to observe placement of earthwork for foundation backfill for building A and to perform field density compaction testing. The writer observed the site contractor place and compact the material in -1' lifts. After compaction, the area was firm, dry, and stable. A total of one • field density compaction test was taken according ASTM D1556 Sand Cone method of testing. The earthwork observed does conform to the minimum requirements of 95% compaction. These observations were related to Mr. Eaton prior to departure. Inspector Premium Travel Name Time Hours Time Alexander Ekvall No Max Day 2 Hr(s) REVIEWED BY: Chuck Fraser GA. Our reports are available in PDF form via email. Please email us at repotteeuteofmass.com for more information. 410 ,e ;„1 Of Massachusetts LVig , "The Construction Testing People' • War?'" Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.4384216(Fax) Soil Inspection Report Report Date 05-24-2018 Report No. 5 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. cc: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik • • UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781438.7755(Voice)781438-6216(Fax) • Report Date o5-24-2018 Report No. 5 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment ' 1 iI i 'HI � :. 1 l i1 hey ` �1y g„ �y Thi IN rnj rri�il• IMO U ii RIM cii•'ii.1 011 n I •:d i!° t11 iiIi1 1 1 1 dp,i ilii g6li11� lel OIL'!! • Ihit'huIh ii1l' 1"i1 I 'll' 1 1q I,li'ii' i 11 iiIPJI9h h1II ia r r , r�jit IiJIih lg i 01cr I lt!Ii i !III it', -IIf • ,i i" B it 0i i10}9 ih1 liWiui9011k anu . . . . . . • 4 1 Ir� n • tli li. 1 , Iii --Niisc .0.....„Hg,,cfrigf:0101.01 j • .1 teltili!ffklmil 1 Ili � � r `t l lirtp,ti,c k"`p�'a..t 10.. _ 1Itirnal&I PF,5 + e n 11 III i ill 1 �` \ r;..i�a •�., 91111 ' ti - = B�.' r 1 g Niih • �e ilL. 'M MI stl ri IP PP , A_f i I� ..,...„ 1\14.1! 1 -- 44,411a 111g ir 6 1 a �'•� atefr Aviiiiirskil • r • Jill 1 i Lirel ,, 1 Of Massachusetts 0�,�411,, 'The Construction Testing People Page • -Ss- 5 Richardson Lane,Stoneham,MA 02180 781338-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05-23-2018 Report No. 7 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. WEATHER: Clear 70° .TIME: 7:00 am CONTACT:Tim Eaton of Dakota Partners PURPOSE: Observe earthwork construction and perform field density tests. EQUIPMENT: Vibratory Roller, Plate Compactor TEST METHOD: ® Sand Cone 0 Nuclear Densometer TITLE: 0 inspector 0 Staff Engineer 0 Engineer Maximum Field Test Percent Dry Dry Percent Elevation No. Moisture . Density Density Compaction Location (Feet) 4111 11.5 120.6 117.1 97.1 See sketch -4.0 11.5 120.6 116.3 96.4 See sketch -4.0 OBSERVATIONS: This report follows a site visit to test the earthwork for: Foundation backfill. The purpose of this visit was to perform compaction testing on the foundation backfill for Building A. The material was placed in 12" lifts and compacted. A total of two compaction tests were performed per method ASTM D1556 Sand Cone. The earthwork tested does conform to minimum requirements of 95% compaction. These observations and testing results were reported to the super during this visit. Inspector - Premium Travel Name Time Hours Time Alexander Ekvall No Max Day+0.5 Firs OT 2 Hr(e) REVIEWED BY: Chuck Fraser ^ /l J/ 1�_ Our reports are available in PDF form via email. Please email us at reportseutsofmass.com for more information. • L J. Of Massachusetts %kf<< 1 'The Construction Testing People' .�. !i Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05-23-2018 Report No. 7 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. - Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik • • UTS of Massachusetts, Inc. Page 3 512ichardson Lane,Stoneham,MA 02180 781.438-7755(Voice)761.438-6216(Fax) ' • Report Date 05-23-2018 Report No. 7 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment a 9-0X I Pi II a 11 I 1 1 1 t RiJith11 :It *Altai !hill, 'Ii' '11h Pith fJhI Bb n ' Rg% eili°�)l"llil ,�,'��e'e� ,I� PPo jlr. url ;Ai 1I I. IM r I O Ir m: I�1���1i l ug g I Swill�0 �lii II PIM \ . . . t; \ . • . ,/11 , it h Il I 1 Mr" 5.4‘ ' • . .‘ • Vaillillillik, I 41. liale I r 1 .' 1.11;111;#1,4710 It... . \ 1prirettlia II 1 \ to 40044.141101;11 ill pl 1....\.li I isigt .14.4_, ltil'ip ,,••• pp k raz, I. (4( I 1.I. \ 4 .1 1 . I Iii I 6 r"--5( %A.4 N'tk 14\.0 ::.;:, ite , )7 ..---- ""alit qj Ct\! it 11,041 If TIl{r • , GI 11111 L "1 Of Massachusetts LVI� • 1 1-The Construction Testing People- -fir -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-4384216(Fax) Compressive Strength Report -Concrete Report Date 05-23-2018 Report No. 4 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo 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# 3/4s I No. Of Sets: 2 I CUBIC YARDS: 60 SET 1 LOCATION: Wall footings for building B Total Unit Slump(in.) 6 1/2 Lab - Size Area Date Date Age Load Load Fracture Air Temp.(F.) 60 No. (In.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type- Conc Temp(F) 64 H909 4.00 x 8.00 12.57 Good 05/23/18 05/30/18 7 34,000 2,700 1 Truck No. 70 H910 4 x 8 12.57 Good 05/23/18 06/06/18 14 Ticket No. 3871 H911 4 x 8 12.57 Good 05/23/18 06/20/18 28 Time 1:00 H912 4 x 8 12.57 Good 05/23/18 06/20/18 28 Unit Wtlbs/tuft 913 ' 4 x 8 12.57 Good 05/23/18 06/20/18 26 Air Content(%) SET 2 LOCATION: Wall footings for building B Total Unit Slump(in.) 6 LabSize Area Date Date Age Load Load Fracture Air Temp.(F.) 60 No. (In.) - (sq.In.) Condition Cast Tested : Days (lbs.) (psi.) Type Conc Temp(F) 67 H914 4.00 x 8.00 12.57 Good 05/23/18 05/30/18 7 31,000 2,470 2 Truck No. 13 H915 4 x 8 12.57 Good 05/23/18 06/06/18 14 Ticket No. 8275 H916 4 x 8 12.57 Good 05/23/18 06/20/18 28 Time 2:00 ,H917 4 x 8 12.57 Good 05/23/18 06/20/18 28 Unit Wt lbs/cu ft H918 4 x 8 12.57 Good 05/23/18 06/20/18 28 Air Content(%) GENERAL REMARKS: Inspector Premium Travel Name - Time Hours Time Alexander Ekvall No Min Day 2 Hr(s) REVIEWED BY: Bryan H. Crabtree fC FRACTURE TYPES • X X A s \ J Type 1 Type 2 Type 3 Type 4 TypeS Type 6 L ,"j Of Massachusetts Vii" 1 'The Construction Testing People' • ,ta•i Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report -Concrete Report Date 05-23-2018 Report No. 4 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo • 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 lass 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 reportseutsofmass.com for more information. • CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik • �; Of Massachusetts iw,::',:r1 'The Construction Testing People' vi ;V: •‘!- !/ Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438.6216(Fax) Compressive Strength Report -Concrete Report Date 05-23-2018 Report No. 4 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo FIELD SUMMARY REPORT Total Pour: Wall footings for building 8 Method of Placement: ®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 ❑Hay/Straw 0 Trailer ® Field ❑ Other AO Protection: 0 Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 6 Number of slumps out of specification reported to If rejected Approved by Remarks: • • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 05-23-2018 Report No. 4 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment p •.s,:l Of Massachusetts inc. 0::'.;=.1 -The Construction Testing �q�" N��ij Page# - DAILY REPORT OF CONCRETE POUR PROJECT NAME: f!I 6'f2- ak yan-oats. PROJECT NO.: DATE: S113/IV AIR TEMP.: 66 TOTAL YARDS: 60 LOCATION OF POUR: w.a F.4.4.00. a 80J1 & Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No.of Truck# Inches In Out Minutes Temp. Air Cylinders I) 7O G-S 1) ... 5-G 1:OY 7 2 11//1 e 41 `1U71 A/s I2 1) V n) i:zfl 10 1/z93)? • 3) 1"7 nat t :1-7 'AC to/1Z 43,573 `r) jo !7 :36 );Vi 70 ltiya Et392? Y' S) 13 111.-:41( 2 : 00 7S I I% , I7 "If Z71 c /S 6) (/ 1 Nor t-.tS SO 741 ' 43.rlc • INSPECTOR: Nies& Aff w E ties.tar REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438.6216 LII} "j Of Massachusetts t-711714‘.1 'The Construction Testing People' Page 1 • e; 5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05-22-2018 Report No. 6 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. WEATHER: Clear Eos .TIME: 7:00 am CONTACT:Tim Eaton of Dakota Partners PURPOSE: Observe earthwork construction and perform field density tests. EQUIPMENT: vibratory Roller, Plate Compactor TEST METHOD: ® Sand Cone ❑ 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) 9.4 119.6 114.9 96.1_See sketch TOF 2 9.4 119.6 114.8 96.0 See sketch TOP _ 3 10.1 120.6 115.4 95.7 See sketch -5.0 4 10.1 120.6, 116.6 96.7 See sketch -5.0 OBSERVATIONS: This report follows a site visit to test the earthwork for: Foundation backfill. The purpose of this visit was to perform compaction testing on the foundation backfill for Building A. The material was placed in 12" lifts and compacted. A total of four compaction tests were performed per method ASTM D1556 Sand Cone. The earthwork tested does conform to minimum requirements of 956 compaction. These observations and testing results were reported to the super during this visit. Inspector Premium Travel Name '.-Time Hours Time - Alexander Ekvall No Max Dayil Hrs OT 2 Hr(s) REVIEWED BY: Chuck Fraser e01(% Our reports are available in PDF form via email. Please email us at reportseutsofmass.com for more information. 0 Of Massachusetts L "1 Il `1 'The Construction TestingPeople' • �! !i Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05-22-2018 Report No. 6 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. . CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Hill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik • • UTS pf Massachusetts, Inc. Page 3 •5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781438-6216(Fax) • Report Date 05-22-2018 Report No. 6 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment r e4T, 9 I iii 1 I Qe I li is II 1 1 1 114 LIE 0 . e le Nlio;"Iii Ilii old Ir gif d?� �I!i! ppllI IIriin � i t t IIIl l l>>.� it i t A Itt tl I. tet td e i ,eF 1i,IUilikiig mikilii9IIihI aIrtk 1;';°;! \ - 1 \ .A. ill 1 II • , vii i„.VINS111111111111kt��.g rl(r 1 ____i ea Og , a�-- �:ee.. - — cill,:- ___ •� �jif `# It)rik 1111,1� II +,ct,r \.. 1 lit Mj)tii'i a 1— All � - • rli '.;L F L , ,j Of Massachusetts t. fr y�.. 1 'The Construction Testing People' •N, r -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 05-22-2018 Report No. 4 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. CONTACT: Tim Eaton TIME OF INSPECTION: 2:00 PM TIME OF CONCRETE PLACEMENT: Unscheduled SPECIFICATION: ASTM A615 Grade 40 Grade 60 x Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS:si.o REVISION NUMBER: DATED: IHOP DRAWING(S): ROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES x NO AREA REVIEWED: Building B continuous footing (no column lines provided) ; Building A isolated footings (no column lines provided) ; 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. NERAL REMARKS: Reinforcing steel installation is complete and acceptable. "j Of Massachusetts 1+`�:11.:41;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 05-22-2018 Report No. 4 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. ,Inspector - Premium - Travel - Name Tlme.. . Hours Time Andrea Flaherty-Lyons No min Day 2 Hr(s) REVIEWED BY: William P. Crabtree (deed Our reports are available in PDF form via email. Please email us at reportseutsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow • Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik • � .1. .,;i Of Massachusetts 1 ��r, 'The Construction TestingPeople" 1 0 ',i P PageRichardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) Soil Inspection Report Report Date 05-17-2018 Report No. 4 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. WEATHER: Clear 65° TIME: 7:00 AM CONTACT:Tim Eaton of Dakota Partners, Inc. PURPOSE: Observe earthwork construction and perform field density tests. EQUIPMENT: Excavator, Skid Steer TEST METHOD: El Sand Cone 0 Nuclear Densometer TITLE: ❑ Inspector 0 Staff Engineer 0 Engineer OBSERVATIONS: This report follows a site visit to observe the earthwork for: Removal of unsuitables. e purpose of this visit was to observe the onsite crew from BCI excavator 4-6 feet within the � footprint of Building A in order to remove an approximate 1' layer of unsuitable organic material. The overlying material was removed and separated entirely from the organic layer in order to be used for backfill at a later date. The organic layer was separated from all fill. These observations were reported to the super during this visit. inspector - - Premium Travel Name :< Time Hours Tme - Alexander Ekvall No Max Day+1 Mrs oT 2 Br(s) REVIEWED BY: Chuck Fraser ^ ,r Our reports are available in PDF form via email. Please email us at reportseutsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Baton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa • Dakota Partners Karl Walsh Dakota Partners Julian Lesnik UTS of Massachusetts, Inc. Page 2 5 Richardson Lane,Stoneham,MA 02180 7814384755(Voice)781-438-6216(Fax) • Report Date 05-17-2018 Report No. 4 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment a i f 1 k 1 110.1 i i I ^, * I III 1 Rill 1 i re_____ I Ili &I I: G mI''fioI.I IIpfi� gill ilio; u.ntI li ,01;: , R�Itt Y1911;;�!I 1 sr i iNi_ri ih!1l Ili :I: P11 h ;I b!'ijit )+d'I I1dt1 (1 I1 'U1 j.I iIJIh : kI ill,uA:• 1l! 4sh111l i ohi Lill iII°uiir ��� !9hshii1f I;!!'tl� b Iii�II I. . . �I•ttu ir h I • • 1 °... litsits,..494 Idalltig j_ s\ PE#111111a 1 1 9 i#\6r.1.6...„..001, R I, \ % 401 -41t1 'Ail 1 1 01 ' firtv it 1 , illi is , qi anti c t, \ : tr t r 1 Ct Mi "‘ \\S i All .., ---Eile - ,,,,.**"` 4 14, ‘ .... jilt? % 1 \to lai t ri ,,,.........„_-• is, 44) / P\ . ; .4; �•�� • P �10- , ,;a Of Massachusetts �`��us-i -The Construction Testing People' -Page 1• Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05-16-2018 Report No. 3 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. WEATHER: Clear Eos TIME: 7:00 am CONTACT:Tim Eaton of Dakota Partners, Inc. PURPOSE: Observe earthwork construction. EQUIPMENT: Excavator, Skid Steer TEST METHOD: ® Sand Cone 0 Nuclear Densometer TITLE: ❑ inspector ❑ StaffEngineer ❑ Engineer OBSERVATIONS: This report follows a site visit to observe the earthwork for: Removal of unsuitables. "Pie purpose of this visit was to observe the onsite crew from HCI excavator 4-5 feet within the footprint of Building A in order to remove an approximate 1, layer of unsuitable organic material. The overlying material was removed and separated completely from the organic layer in order to be used for backfill at a later date. These observations were reported to the super during this visit. Inspector Premium - Travel Name - Time Hours Time Alexander Ekvall No Max Daynl Hrs OT 2 Hr(s) REVIEWED BY: Chuck Fraser ^ , /lJ/�4 Our reports are available in PDF form via email. Please email us at reportseutsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik 4111 UTS of Massachusetts, Inc. Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)761.436-8218(Fax) • Report Date os-16-201e Report No. 3 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment II1i lli • h 1 I 1 1111 �:r a ,i ' �i si. :I ttr • tl�tl r tif i! ire r r .r1 r i � i t trej t {.! 1 1 i! I lg!'i�o !pp I r11Q 11511 '', b F� ' ,t{,erlltl{ ,t ! I� ti i rIf ! tri 1 � �ghs;1li lFfli l ! "ei ll P I, ill L 1LH 1 t1' {�•• ! ' h � � li- ' • >rr tl�.t ti i. 9 t ;Il !f'� 3 ribi,� , hl. 1tlI'llti+�!"'' {`lel t �) �n Im��tt �99�1 ;1 ; 1 rg�� .1i1 lEtpii, 11r�dl�l.�l�. i r@i I :Wil r�tfl r4E1119i311:��e�e�. tni!llulr l Illtl: 1•{ttr a Pr 1 'r 1 • % .4 L. IN ,4 ;�- 4 , I I ' ' i t -8iiti i Th 1 , NI l_-J iii \ # trt5.1,111 ., R , t %V„i r .„,vr 11111.hlb ' 1 if ....,v IPI 0r � ri \ ik nA4 .Th _..._L rt P 1 1\%% - \, 'N pa; ll lif I % 7, ;ii, e air 7 IV 1Y ail M ..1 1 ' • �ti` G: r Of Massachusetts :i LSO; 'The Construction Testing People- sew.,r -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 05-10-2018 Report No. 3 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 I CUBIC YARDS: 36.5 SET 1 LOCATION: Building A North wall 1E6 Total Unit Slump(In.) 5 3/4 ab Size Area Date Date - Age Load Load Fracture Air Temp.(F.) 62 o. (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.)_ TypeConc Temp(F) 70 658 4.00 x 8.00 12.57 Good 05/10/18 05/17/18 7 27,000 2,150 2 Truck No. 70 659 4.00 x 8.00 12.57 Good 05/10/18 05/24/18 14 38,000 3,020 1 Ticket No. 3743 660 4 x 8 12.57 Good 05/10/18 06/07/18 28 TIM 1:29 E661 4 x 8 12.57 Good 05/10/18 06/07/18 28 C hit Wtlbs/cu ft 62 4 x 8 12.57 Good 05/10/18 06/07/18 28 IAir Content(%) 5.8 GENERAL REMARKS: Inspector Premium Travel Name Time `. Hours Time Dennis Read No Min Day 2 Hr(e) REVIEWED BY: Bryan M. Crabtree fie FRACTURE TYPES X , )1\ ii:Lr‘ 1 \ i / Type 1 Type 2 Type 3 Type 4 TypeS Type 6 Reasonably well-formed Well-formed cons 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 cons well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email us at reportseutaofmass.com for more information. Of Massachusetts L+ 10 ,if l 'The Construction Testing People' • Q. li Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05-10-2018 Report No: 3 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo cc: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc.. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik • • s. tit �; Of Massachusetts `, '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 05-10-2018 Report No. 3 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo FIELD SUMMARY REPORT Total Pour: Building A North wall, All East wall, Right half of South wall Method of Placement: ®Pump 0 Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: El Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: ❑Curing Box 0 Thermal Blanket ❑Hay/Straw 0 Trailer ® Field ❑ Other •lacement Protection: 0 Thermal Blankets 0 Heat 0 None ❑ Other Slump Specification(In.) 4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) • Report Date o5-10-2018 Report No. 3 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment I ..`. i.. ..si A O{ Massachusetts inr. abi 04"711 •01 "The Construction TestingPeople" `,a'. DAILY11REPORT OFNCRT POUR Page# PROJECT NAME: Ar�meu' ^Go•+1 map/e t/arMPROJECT NO.: DATE: s(fel)$ AIR TEMP.: G'— TOTAL YARDS: V,C Fuytllio LOCATION OF POUR: 04 istAaditu&Ik kt)t! ►/ rotittaii Asked gth IJ 7000-Y9 WI Rgbh Sthi�It Ws. I Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No.of Truck# Inches In Out Minutes Temp. Air Cylinders b s% iaoi nag caS .�° jo . 'o 5g tbw A-5- 1231 -5►23 : : n sibs- (b y3W1 16 xis) a', IS rS 4 43x5- 1 N /;oy a,3`.1 `1b 113994 • • • INSPECTOR: D(,att1 yR ik REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438.7755 Fax 1781) 438.6216 F 1 L -,,ti Of Massachusetts k,:::w1 'The Construction Testing People' • cne -Page 1 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 05-09-2018 Report No. 3 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. CONTACT: Tim Eaton .TIME OF INSPECTION: 7 :00 AM TIME OF CONCRETE PLACEMENT: Unscheduled SPECIFICATION: ASTM A615 Grade 40 Grade 60 x Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS:sl.o, ssK-1. o REVISION NUMBER: I DATED: SHOP DRAWING(S): 'PROJECT SPECIFICATIONS:03300 OTHER: DRAWINGS STAMPED: YES x NO _ AREA REVIEWED: walls (no column lines noted on drawings) ; ATTRIBUTES: REVIEWED Yes No Coverage(Top x Bottom x and/or Inside Face x Outside Face x ) X Clearance X _ Cleanliness(heavy rust,scale,mud,dirt,oil,etc.not permitted) X Bar Supports X Bar Spacing X _ Bar Quantity X Placement and tying x ® The details In the above described area(s)were complete at the time of this Inspection. ® The results of this Inspection were discussed with the aforementioned contact persons prior to departure from the project site. ENERAL REMARKS: Reinforcing steel installation is complete and acceptable. nspector Premium Travel Name Time Hours Time Andrea Flaherty-Lyons No Min Day 2 Hr(s) ,;„"j Of Massachusetts ��,I ..14.1 'The Construction Testing People' \i�•a {i Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 05-09-2018 Report No. 3 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. .REVIEWED BY: William P. Crabtree WT Our reports are available in PDP form via email. Please email us at reports.utsofmass.com for more information. CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls • Sanborn Head Vern Kokosa Dakota Partners Karl Walsh 4111 0.1 .. I J. �;i Of Massachusetts �,;ai '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 05-02-2018 Report No. 2 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo 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: J. I CUBIC YARDS: 42.5 SET 1 LOCATION: North wall - 10' West - Total Unit Slump(In.) 6 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 66 No. (In.) (sq.In.) Condition Cast Tested Days (lbs.) (psi) Type Conc Temp(F) 68 A294 4.00 x 8.00 12.57 Good 05/02/18 05/09/18 7 36,500 2,900 1 Truck No. 10 A295 4.00 x 8.00 12.57 Good 05/02/18 05/16/18 14 52,000 4,140 1 Ticket No. 3608 A296 4.00 x 8.00 12.57 Good 05/02/18 05/30/18 28 67,000 5,330 1 Time 12:25 A297 4.00 x 8.00 12.57 Good 05/02/18 05/30/18 28 65,000 5,170 2 Unit Wtlbs/CU h 98 4.00 x 8.00 12.57 Good 05/02/18 05/30/18 28 62,000 4,930 1 Air Content(%) 6.8 GENERAL REMARKS: Inspector Premium Travel Name - Time ' Hours - - Time Dennis Read No Min Day 2 Hr(s) .REVIEWED BY: Bryan M. Crabtreelee FRACTURE TYPES r f i N X x )\ ij\I 41)1 \ I77 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 mml of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 • Our reports are available in PDF form via email. Please email ue at reportseutsofmase.com for more information. �; Of Massachusetts Ho no `1I 'The Construction Testing People' / Page 2 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781.438.6216(Fax) Compressive Strength Report -Concrete Report Date 05-02-2018 Report No. 2 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Erachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh Dakota Partners Julian Lesnik • 4111 .- all L ,, ..,, ,1 Of Massachusetts Emil i 'The Construction Testing People' • %Va!r Page 3 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438.6216(Fax) Compressive Strength Report-Concrete Report Date 05-02-2018 Report No. 2 Distribution Copy Job Number 21927 - Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo FIELD SUMMARY REPORT Total Pour: Building A Walls: North to West wall, All West wall, 1/2 of South wall, Center to West wall Method of Placement: El Pump 0 Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: ®Vibrator 0 Other Other: Cylinder Fabrication Location: 0 Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw 0 Trailer 0 Field ❑ Other •lacement Protection: 0 Thermal Blankets 0 Heat 0 None ❑ Other Slump Specification(in.) 5_7 Number of slumps out of specification reported to If rejected Approved by Remarks: • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781438-6216(Fax) • Report Date o5-02-2018 Report No. 2 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment J, %1 Of Massachusetts Ince �• ' P. Y? '.►/ The Construction Testing People" Page# DAILY REPORT OF CONCRETE POUR PROJECT NAME: yR1�+to�tV11COMMONS PROJECT NO.: DATE: S,2-)IS AIR TEMP.: [,(r TOTAL YARDS:told Fi.cull 0 LOCATION OF POUR: W4.�1S (3wi)dln� A ti Nor(k tval +O ued.ati �1Itit{7 Il 'torn 1 tor) f 1 ,t50�4Thaal Ce*'cth weST' kali Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No.of Truck# Inches In Out Minutes Temp. Alr Cylinders 10 j mob ,I te'ib- 4.Y trzoi ll Inas 1x56 65 It ��.- L5(47 • ?D Iogq 1, 1g. 90 Ill 33 43411 t Ix 19 ! , 3y %o tt ti3W 1- • • • INSPECTOR: DGr1Nt6 90.0,4 REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438.6216 1110 �,n* Of Massachusetts IL � � 'The Construction Testing People' i -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 04-04-2018 Report No. 1 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo 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: 2 I CUBIC YARDS: 52 SET 1 LOCATION: Building A, East footing 5, off Northeast corner Total Unit ( Slump(In.) 7 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 47 No.. (In.) (sq.In.) Condition Cast Tested ` Days `P(lbs.) (psi.) C Type Cone Temp(F) 66 P455 4.00 x 8.00 12.57 Good 04/04/18 04/11/18 7 35,000 2,780 1 Truck No. 13 P456 4.00 x 8:00 12.57 Good 04/04/18 04/18/18 14 44,500 3,540 2 Ticket No. 43278 P457 4.00 x 8.00 12.57 Good 04/04/18 05/02/18 28 60,000 4,770 1 Time 10:30 P458 4.00 x 8.00 12.57 Good 04/04/18 05/02/18 28 63,000 5,010 2 Unit Wtlbs/cu ft 59 4.00 x 8.00 12.57 Good 04/04/18 05/02/18 28 62,000 4,930 1 Air Content(%) 5.8 SET 2 LOCATION: Building A, South footin , center Total Unit Slump(In.) 7 1/2 _ Lab She Area Date Date Age Load Load Fracture Air Temp.(F.) s3 No. (In.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 P355 4.00 x 8.00 12.57 Good 04/04/18 04/11/18 7 30,000 2,390 2 Truck No. 77 P356 4.00 x 8.00 12.57 Good 04/04/18 04/18/18 14 41,000 3,260 1 Ticket No. 43282 P357 4.00 x 8.00 12.57 Good 04/04/18 05/02/18 28 52,000 4,140 1 Time 11:55 ,2358 4.00 x 8.00 12.57 Good 04/04/18 05/02/18 28 55,000 4,380 2 Unit IAN lbs/cu k P359 4.00 x 8.00 12.57 Good 04/04/18 05/02/18 28 56,000 4,460 1 Alr Content(%) 6.0 GENERAL REMARKS: Inspector Premium . Travel Name - Time Hours Time David Boyce No Max Day 2 Hr(s) REVIEWED BY: Bryan M. Crabtree /is:\ FRACTURE TYPES Bilge , \ • x X A \ ,,,,, Type 1 Type 2 Type 3 Type 4 Types Type 6 if .1.;i Of Massachusetts "'I 'ioulr ;`, -The Construction Testing People' . %laid" Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 04-04-2018 Report No. 1 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo Reasonably well-formed Weil-formed cone on Columnsr vertical Diagonal fracture Side fractures et top Similar to Typo cones on both ends, - one end,vertical cracks cracking through with no cracking or bottom(occur but end of less then 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. • CC: Dakota Partners, Inc. Rio Sacchetti Dakota Partners, Inc. Frank Brachanow Dakota Partners, Inc. Test Reports Dakota Partners, Inc. Bill Rundlett Dakota Partners, Inc. Tim Eaton Town of Yarmouth Mark Grylls Sanborn Head Vern Kokosa Dakota Partners Karl Walsh 0 L " Of Massachusetts rill ` 1 'The Construction Testing People' • NI!‘ !i Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 04-04-2018 Report No. 1 Distribution Copy Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Contractor Dakota Partners, Inc. Concrete Co. Fucillo FIELD SUMMARY REPORT Total Pour: Building A, footings Method of Placement: ®Pump 0 Chute Discharge 0 Bucket 0 Other Other: Method of Concrete Consolidation: 0 Vibrator ® Other Other: Shovel Cylinder Fabrication Location: ® Truck Discharge Chute 0 End of Pump Hose Cylinder Storage: 0 Curing Box 0 Thermal Blanket 0 Hay/Straw ® Trailer 0 Reid ❑ Other •lacement Protection: 0 Thermal Blankets ® Heat 0 None ❑ Other Slump Specification(In.) 4_8 Number of slumps out of specification reported to If rejected Approved by Remarks: • • • UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) • Report Date 04-04-2018 Report No. 1 Job Number 21927 Project Yarmouth Commons, 881 Route 28, Yarmouth Attachment ria Of Massachusetts Inc. t4114? The Construction TestingPeople O�`4�e Page DAILY REPORT OF CONCRETE POUR PROJECTNAME: KO Air Yw.*\rrPROJECT NO.: DATE: 9 /4'I e AIR TEMP.: Ill TOTAL YARDS: LOCATION OF POUR: 130.')At, A AN"s Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No. of Truck# Inches In Out Minutes Temp. Air Cylinders 13 1 'Cna 10;30 Sly 6b K 433,-* a,� 16 ti :y0 105)-‘S5' Tr yr 1#327c% • 30 to:00 11;1 g' c.14.) 'r32ko lI NISII'.Yu at )1b 9341 77 Ili tc,fo woo froY4f 70 6 43)sz F3-5 11 Ira0 k< S'a.. temp • • • INSPECTOR: OSSo.ju REMARKS: Wit 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438.6216 0 2 KHALSA DESIGN INCORPORATED • Architects& Engineers 17 lvaloo Street,Suite 400,Somerville,MA 02143 p.617-591-8682/f.617-591-2086 KHALSA TO: Mark Grylls DATE: 3-20-18 Yarmouth Building Commissioner 1146 Route 28 South Yarmouth,MA 02664 FROM: Khalsa Design, Inc. 17 Ivaloo Street Suite 400 Somerville,MA 02143 RE: Proposed Corridor Assembly at Yarmouth Commons Dear Mr.Grylls, On the permit drawings for Yarmouth Commons we had originally shown a 2x10 construction in the corridor meeting the 1 Hr required rating with UL #569. • This assembly is comprised of the following -Floor covering(finish flooring) -Floor Underlayment 1"min Gyperete -Sound Mat 3/8" -3/4"T&G Plywood -2x10 16"O.C. Wood Framing -3-1/2" Batt Insulation -Resilient Channel -5/8"Gypsum Wall Board This Assembly as stated above provides us with a 1 HR Fire Rating as well as an STC if 60. The owner wishes to raise the ceiling height in these corridors as they are currently as designed around 7'-8". I have spoken with the structural engineer and switching these 2x10' to 2x6's will be perfectly fine structurally since these framing members are only spanning roughly 5'-6". There are no UL tested assembly's that utilize a 2x6. However, using the Prescriptive method of the IBC (Section 7/Tables 7.21.2.1.4/721.6.2) We can easily achieve a 1-hour rating and meet STC requirements. • CC: File S I G Qc 1- KHALSA DESIGN INCORPORATED • Architects & Engineers 17lvaloo Street,Suite 400,Somerville, MA 02143 p.617-591-8682/1.617-591-2086 KHALSA This can be achieved using the following calculations from the afore mentioned tables. -1 layer 5/8" gyp board type "X" =40 minutes -Wood joists 12" O.C. min 2" = 10 minutes -Fully insulated cavity (Roxul)= 15 minutes 'Our office would also recommend adding an additional layer of 5/8"to the assembly to help with the STC rating. This assembly combined provides 65 minutes of protection,which is more than the 60 minutes required. We ask that you please consider this revision to the corridor floor assembly. Sincerely, Will Chalfant, Project Manager Khalsa Design, Inc. • • CC: File PM osmzneru f ppid - m 11 dJ ;:cIrI qVm g Ca` a BJN I. o JrpL go 4 a 6 J $ i ii rc a a a t � OOK •j1 ccV 41, O T OO I 1 J 4 § w Al d _ a - K - .12 \,,,,,<.,H-.--_____, r .cco ���..4 J W. N K Ku: q O . wr a .i-1 •