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HomeMy WebLinkAbout0320 STEVENS STREET (8) -7'`2 ffe/s S J k Town of Barnstable Regulatory Services BARNSCABLE• ` Thomas F. Geiler, Director 9 MASS. g f ... - rFo,,,pr Building Division Thomas Perry, CBO` Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 • MEMO TO: Joseph Lainbalot FROM: Debi Barrows DATE: September 12, 2007 RE: 350 Stevens Street,Hyannis The following applications 200700489,200700490 and 200700486 were entered as commercial instead of residential. In order to correct this error the following applications 200704737, 200704739 and 200704740 fees have been adjusted to reflect over charge. See below. Fees OverPd 200700486 200700489 200700490 Application 50 50 50 Permit 1875 1875 1125 Cert. Occupancy 75 75 75 2,000 2,000, 15250 200704740 200704737 200704739 Permit Fees 1,921.88 1,921.88 1,153.13 96.87 . Balance 78.12 78.12 f Barnstable * . The Town of Barnstable * SABNSPABM • Housing Committee Growth Management Department 367 Main Street,Hyannis,MA 02601 2007 Office: 508-862-4678 Ruth J.Weil Fax: 508-862-4782 Director MEM-ORANDUM TO: John-C. Klimm Town Manager FROM: Laura Shufelt, Chair. Housing Committee 1,l� DATE: October.23, 2007 CC: Marlene Weir, Chair Planning Board RE: Flagship Estates Inclusionary Units The Housing Committee recommends that the Planning Board allow the Regulatory Agreement for this propertyto be modified as,to the inclusionary unit location. The first inclusionary unit would now be a two bedroom unit'located within the project, a change from the original agreement that allowed a three bedroom inclusionary unit off ' site for the initial phase of this project. I+JC}GSf140 71Q : l kv I C 130 LOU Of Massachusetts 'The Construction Testing People' { : f 4 s`t- BAj,'Paget 2.f 3 ( 7 r, 1 a }. 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-621'6(Fax) 1 23 Ptl 12: 07 Compressive Strength Report - Concrete Report Date 09/19/2.0.0.7_ __ Report No. 13 �ri'e°)a1U5 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix 0 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 CLASS CONCRETE: 3000# 3/411 1 No. Of Sets: 1 CUBIC YARDS: 33 SET 1 LOCATION: Foundation wall, building E, column line B.7 at 1.5 Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 65 No. .(in.) (sq.in.) Condition .Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 71 G993 4 x 8 12.56 Good 2 09/19/2007 09/26/2007 7 26,000 2,070 2 Truck No. 73 G994 4 x 8 12'.561 ._,-.Good. 09/19/2007 10/03/2007 "'` 14 36,000 2,870 1 -Ticket No. 44041 G995 4,x .8. '.12.56 Good 09/19/2007 10/17/2607' 28- '48;•000', 3,820 ime 2:'10 G996 4 x 8 12.56 Good 09/19/2007 10/17/2007 28 50,000' 3,980 -2 G997 "'4 x°8 m«.12-56 ..,,-.Good 09/19/2007 10/17/2007 28 51,000 4,060 3 ; :Unit Wt Ibs/cu ft Air Content(% 4.7 .. ..,.,„.. «. «.,, ._, s. ::..,r 1 ..» �.ii r...,p.i .,. ...• ;-. .. � ., .•. •.... .... ...+r...nmv ve,.M„ a » GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Treska No Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES • 2 .Cone and Split 3 Cone and Shear Cone /--•,_ >O... .. _,-.. p.� O " (4)Shear (5):.Columnar_'. ........ . . . I „Our reports are available in PDF form via email. Please email us at reports@ut'sofmass:`come-fon. more.,inf_ormation t' Advantage!ConAstructiori Dorn O'Neill MRM Mark Marinaccio, Arch.' __ _ Attn.; Mark Marinaccio @. Y - - •- -- Flood Consulting Attn: Stacy Flood r ° 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 09/19/2007 Report No. 13 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Walls, building E, column line 1-6 at B-D Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage '❑Curing Box ❑ Thermal Blanket ❑Hay/Straw, ❑ Trailer w" ❑X Field ❑ Other . Placement Protection: ®Thermal.Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 4-5 Number of slumps out of specification reported to If rejected Approved by Remarks: I n UTS of Massachusetts, Inc. 'Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department . Report Date 09/19/2007 Attn: Tom Perry Report.No. 13 368 Main Street Job'Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment Of Massachusetts hue KIM M _ na C4ristTUCt10t1 Testing Paae# l DAILY REPORT OF CONCRETE POUR e000000PROJECT NAME:-- /-,a 6 „P h s ' %% PROJECT NO.. DATE: AIR TEMP.: 6?_70 TOTALYARDS: LOCATION OF POUR: TAW-10.,4' I,)r. I- 6 - ' Load & Slump Batching 113 hing Time In Yards Concre#e %of Ticket# No. of Truck# Inches In 10 Minutes Temp Air ; Cylinders 00 1 i 2 v . a�_ ! 25- �1,41 j i INSPECTOR: 'J/ lS�1-1' REMARKS:. ' .; X2i"nerlann d ano_ _AtnnPharr.. M2SSachusetf-s 02186 (78,1) 438-77SB Fax J781j 438-6216 i Of Massachusetts The Construction Testing People' -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216 (Fax) Compressive.Strength Report - Concrete Report'Date 09/12/2007 0 Report No. 12 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction 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 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 23 SET 1 LOCATION: Footing - Column line El-E5 at 1-2 Total Unit Slump(in.) 5 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 76 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 75 G432 4 x 8 12.56 Good 09/12/2007 09/19/2007 7 28,000 2,230 3 Truck No. 57 G433 4 x 8 12.56 Good 09/12/2007 09/26/2007 14 37,o0o 2,950 4 _ Ticket No. 43934 G434;, 4 x 8 12.56 Good 09/12/2007 10/10/2007• .28 52,000 '4,140 2 G435 4 x 8 12.56 Good 09/12/2007 10/10/20.67 28 53;000- 4,220 1" Time 12:45 G436 4 x 8 12.56 Good 09/12/2007 10/10/2007 28 56,000 4,460 4 Unit Wtlbs/cu ft Air Content(% GENERAL REMARKS: .._ Inspector Premium Travel Name Time Hours Time Robert DePietro No Max Day 2yHr(s) Robert S. Granada REVIEWED BY: � ..._, FRACTURE TYPES tz?cn ' U) f (1).Cone ,._ : (2).Cone and Split. . (3)_Cone and Shear __.. (4).Shear . _ (5)Columnar O.ur reports.are,availabl_e.,in,,PDF„,form.via email Please„email us .a,t.,reportsQutsofmass.com for more information ......... ?-^ CC-(- Advantage Construction - -- .Attn-:..-_Don O'-Neill-._ _. -. �--^- -•-- --- -- MRM-Mar-k-Marinaccio;-•Arch. .-Attn:.- Mark.Marinaccio.�_, Flood Consulting Attn:. .Stacy Flood i 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 09/12/2007 Report No. 12 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Footing - El-ES at 1-4 Method of Placement: ❑Pump ©Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer'' ❑X Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑X. None ❑ Other Slump Specification(in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 3 5 Richardson'ii ane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 09/12/2007 Attn: Tom Perry Report No. 12 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment 02:54 5088669760 DEPIETRO PAGE 04 s Unm CO/a"MC&M% O Paae# _... DAILY REPORT OF CONCRETE POUR PROJECT NAME: '7cO Ma;ri -Sr (I YQ''N^; 2 PROJECT NO.. DATE: `� - 1'Z - D 7 AIR TEMP.; 7 6 TOTAL YARDS: LOCATION OF POUR:_t= t_ �E TZ f `f FDOT Load & Slump Satching Satching Time In Yards Concrete I %of ; Ticket# No. of Truck# Inches In Out Minutes ; Temp_ i Air I Cylinders , F is i i j i r INSPECTOR: F-0 ee 7 �PP;eA-C(2 REMARKS: 5 Richardson Lane, Stoneham, Massachuse is 02180 (781) 438-7755 Fax (781) 438-6216 i Of Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 09/19/2007 N( Report No. 12 Cp Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction CONTACT: Bill Kelly TIME OF INSPECTION: 11 :3 0 AM TIME OF CONCRETE PLACEMENT: 1 :3 0 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: S1-0, S2-2 REVISION NUMBER: DATED. r rT A-SHO'P`DRAWING(S): R-1, R-3 - . .i,[ it "t a.; i y PROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES X NO AREA REVIEWED: Building "E", type "B", foundation wall, column line B-D at 1-6 ATTRIBUTES:. , REVIEWED Yes No Coverage(Top x Bottom x and/or Inside Face x Outside Face x) X Clearance �; X N G.� f� Cleanliness(heavy rust,scale,mud,dirt,oil,etc. not permitted) �� X x Bar Supports X -77 Bar Spacing ;. L c �` X „Bar Quantity X 5� a 5rk. »` w '.r a.�a• .:'[, _ < _ _ �, � ... , .... w•a ,:`: H Placement and tying - R " •i -� � _II..w..a. uR.:..rt.. I,.t..:4. ,.. •i:i. ...n.:AG.-.v:9 X-'9:l:CA:.i.YiiCL-.:w:Jt:CM.£'.fc n.2fa -ti'H.N'n:raP".r •. r Ct.. .1: '6.--.r W.S ,v"'•ra uM. _ 1t.4•r.auV3.LL l... .I.r w M.•:Kw.S.Y:M^»Ytin M.i.. 0- ;The=details m the above described"area(s)were in process at the time of this inspection. 0 t The,resulfs`of this'inspection were discussed`with the aforementioned contact persons prior to departure,from the project site. GENERAL REMARKS: Area reviewed in process. Inspector Premium Travel Name Time Hours Time P. Treska No I q_ Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) - Reinforcing Steel Report Report Date 09/19/2007 Report No. 12 Hyannis Building Department Job Number 10941 Attn: Tom Perry Project Flagship Estates Townhouse-Hyannis 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reports®utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood I Of Massachusetts '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 09/12/2007 Report No. 12 Hyannis Building Department Job Number 10941 Attn: Tom Perry Project Flagship Estates Townhouse-Hyannis _ 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction 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 CLASS CONCRETE: 3000# 3/4`1' No. Of Sets: 1 CUBIC YARDS: 23 SET 1 LOCATION: Footing - Column line El-ES at 1-2 Total Unit Slump(in.) 5 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 76 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.)" (psi.) Type Conc Temp(F) 75 G432 4 x 8 12.56 Good 09/12/2007 09/19/2007 7 28,000 2,230 3 Truck No. 57 G433 4 x 8 12.56 Good 09/12/2007 1 09/26/2007 14 G434 4 x 8 12.56 Good 09/12/2007 10/10/2007 28 Ticket No. 43934 G435 4 x 8 12.56 Good 09/12/2007 10/10/2007 28 Tlme 12:45 G436 1 4 x 8 12.56 Good 09/12/2007 10/10/2007 28 Unit Wt Ibs/cu ft - Air Content(%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Robert DePietro No Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES (1)Cone (2)Cone and Split (3)Cone and Shear 4 Shear co C�i , Our reports are available n PDF form via email. Please email us at reports®utsofmass.com fdt--more information. (E.5 Gu fT'i CC: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood 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 09/12/2007 Report No. 12 Hyannis Building Department Job Number 10941 Attn: Tom Perry Project Flagship Estates Townhouse-Hyannis 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Footing - El-E5 at 1-4 Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer © Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ® None ❑ Other Slump Specification(in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: i UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 09/12/2007 Attn: Tom Perry Report No. 12 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment 02:54 501881669760 DEPIETRO PAGE 04 Of 0SMI-0113 r• hm '000DAILY REPORT OF CONCRETE POUR PROJECT NAME: 7c0 r-A,'h ST H Ya v,.n; 2 PROJECT NO.: DATE: `? - i 1 - O 7' AIR TEMP.: TOTAL YARDS: LOCATION OF POUR: e 1 t 5-/ f `/ Load & Slump I3atching 8atching Time In Yards Concrete I %of ;' Ticket# : No. of - Truck# f inches In Out I Minutes ; Temp. i Air I Cylinders ' j G INSPECTOR: i2 e:C-r. oe\Ic i-r o REMARKS: a Richardson Lane, Stoneham, ]Massachusetts. 02180 (781) 438-7738 Fax (781) 438-6216 Of Massachusetts 'The Construction Testing People- -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 09/19/2007 Report No. 13 Hyannis Building Department Job Number 10 941 Attn: Tom Perry Project Flagship Estates Townhouse-Hyannis 368 'Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. _ Cape Cod Ready Mix l0 lv l 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 CLASS CONCRETE•'300-04-3/411- No. Of Sets: 1 CUBIC-YARDS:-3 3- SET 1 LOCATION: Foundation wall, building E, column line B.7 at 1.5 Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load -Load Fracture Air Temp.(F.) 65 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.,) Type Conc Temp(F) 71 G993 4 x 8 12.56 Good 09/19/2007 09/26/2007 7 26,000 2,070 2 Truck No. 73 C994 4 x 8 12.56 Good 09/19/2007 10/031/2007 14 36,000 2,870 1 Ticket No. 44041 G995 4 x 8 12.56 Good 09/19/2007 10/17/2007 28 G996 4 x 8 12.56 Good 09/19/2007 10/17/2007 28 Time 2:10 Unit Wt Ibs/cu ft G997 4 x 8 12.56 Good 09/19/2007 10/17/2007 28 Air Content(%) 4.7 GENERAL REMARKS: .Inspector..,_.., Premium Travel w. Name Time Hours ` P. Treska No Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES 5, .. � II L _. L.I. (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar 4 Zour reports are ava lable::•iriwPDF,.'form;via ein'ail. 'PTeasePemail':us at'.>..repdr:t§@utsofmass.`eom•for"hokei.driforriation. .,. �- Ii.W.df.•••XL-b.t.,:!AZ'.4.C:.,.4,.,.i. •..X:o,Mt!-G•l`•"u::m.c"•. ....P:.t..%...::...4'65 :n -_'Ah•.4:.'P,ar_'1....f.:K['Yie4r.`•.,_T.li'.. ... ...-:, '. h'i�.�"Y +, u.H 1 Aa •.». : ♦ sn.13 f•.l. L . yYWr y t. S lc cn.3 F (1a 11 n t CC ' Advantage Construction - Attn - Don-O`Neill '- {� Y ,' •^fi - '."} 1_ `✓t}C f ) 1 - ft�. 7 ' { { f, .. t -c MRM Mark Marinaccio Arch.-- -- -# Flood-Consulting Attn:- StacFlood ' r �ti 7 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 09/19/2007 Report No. 13 .lob Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete CO. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: Walls, building E, column line 1-6 at B-D Method of Placement: ❑Pump ©Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: ®Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 4-5 Number of slumps out of specification reported to If rejected Approved by Remarks: f UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 09/19/2007 Attn: Tom Perry Report No. 13 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment Of Massuchusetts Inc. ~The COnsttucHon testing Peo0e~ Paae# l DAILY REPORT OF CONCRETE POUR PROJECT NAME:-- /,A 6 S,,, P tis' 77 PROJECT NO.: DATE: 08 i I � �� � AIR TEMP.: 67-7 J TOTAL YARDS: LOCATION OF POUR: E� I- 6 - u Load & Slump Batching i Batching Time In Yards Concrete %of Ticket# No. of Truck# ' Inches In Out Minutes I I Temp. Air j Cylinders 20 2L 25 � j4 . 2 ; 5III ' 4 > i j ! i i INSPECTOR: �J/ l !� RS 1�/� REMARKS: ' 5 Richardson ;Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 r Of Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane, MA so02180 781-438-7755 Voice 781-438-6216 Fax Concrete Field Report Report Date 09/20/2007 Report No. 11 Job Number 10941 Hyannis Building Department project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street I� Hyannis, MA 02601 Contractor Advantage Construction t WEATHER: _TIME: CONTACT: SUMMARY: Transported one set of cylinders east on 09/19/07 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time ,` " Hours Time L. Villani No REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood n ..r�:�s.x,. :.......c.a: a;re - .m ,.dr,�.�,.,su,: : - rr-... .dh,"v. .a .,x. �,. .., .. ....... .m ..,..... ..s-•._ - .. ... e-..a„ � .. £.w. ._a,:.�,..z• ,n �b wP.AG.R,'h.t..Pt...�. [SU.a.SsY.:S•�'L'1. .....n.2-�x, ,..ne'n. :a..,,n'c...... ..;z«......tf,v_4?ir,.:;:t ...„....,.a:,..r »:zti-v+F ..ss.:.:..... .a era:.. ,v,- ,...:1u.,_.: 5*3_,.:.T,t'n.:.: ,.. ;:;. Brie..'� fi, pK ..:Sat„x:,•>Tk>:, .F+.> r i 3 ^a Of Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report'Date 09/12/2007 Report No. .12 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix (b( b1 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 -'CLASS CONCRETE`3 o`0 0`# -3%411 ' No. Of Sets: 1' CUBIC YARDS: 2 3 SET 1 LOCATION: Footing - Column line El-E5 at 1-2 Total Unit Slump(in.) 5 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 76 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.). (psi.) Type COnc Temp(F) 75 G432 4 x 8 12.56 Good 09/12/2007 09/19/2007 7 28,000 2,230 3 Truck No. 57 G433 4 x 8 „ 12.56 Good 09/12/2007 09/26/2007 14 37,000 2,950 4 Ticket No. .. 43934 G434 4 xy8. 12,56 /12/2007 10/10/2007- 28:Good. .09: ' Time 12:45 G435• 4 x 8'„,. ._cl2:.56 Good:,., 09/12/2007 10/10/2007 28 Unit Wt Ibs/cu ft G436 4 x 8 12,56 Good 09/12/2007 10/10/2007 28 Air Content(%) GENERAL REMARKS.. .. t r,:. rs,.. inspector .Premium ;'Travel < Name - Time Hours Time Robert DePietro No Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES .,..{,. (1)Cone (2)Cone and Split (3).Cone:and Shear (4)Shear (5)*681umnar .ur,reports are avaihable in PDF form via email Please email us at reports@utsofmass.com for more information t.;. CC - � . Advantages Construction Don O'Neill. �MRM'Mark•Marinaccio, Arch.s­\ v "` 'Attn: Mark Marinaccio - . t Flood Consulting Attn: Stacy Flood 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 09/12/2007 Report No. 12 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: Footing - El-ES at 1-4 Method of Placement: ❑Pump ©Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑X None ❑ Other Slump Specification (in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 09/12/2007 Attn: Tom Perry Report NO. 12 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment 02:54 5088669760 DEPIETRO PAGE 04 r• I� �rV�T�i " Paoe# DAILY REPORT OF CONCRETE POUR PROJECT NAME: �� ^�+ r1 5T E-f Ya n n i PROJECT NO.: DATE: `� 1 0 1 - AIR TEMP.: 6 TOTAL YARDS: _ LOCATION OF POUR: I-= l i i_oad & Slump I Satching Batching Time In Yards Concrete I %of ; Ticket# No. of Truck# Inches In Out Minutes ; Temp. 1 Air I ; Cylinders ill.- -- s 5 Z i %'9 y3936 r I i r i I � j I � i r j I i I i j I I , INSPECTOR; Rp6e{'? beflc}-1'O REMARKS.- 5 Richardson Lane, Stoneham, ]Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 ° Of Massachusetts 'The Construction Testing Peoplem Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 09/19/2007 Report No. 13 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street ,n Hyannis, MA 02601 Contractor Advantage Construction aa4v' o Concrete Co. Cape Cod Ready Mix `11& 1 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 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 33 SET 1 LOCATION: Foundation wall, building E, column line B.7 at 1.5 Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load fracture Air Temp. (F.) 65 No. (in.) (sq.in.) Condition 'Cast Tested bays (lbs.) (psi.) Type Conc Temp(F) 71 G993 4 x 8 12.56 Good 09/19/2007 09/26/2007 7 26,000 2,070 2 Truck No. 73 G994 4 x 8 12.56 Good 09/19/2007 10/03/2007 14 Ticket No. 44041 G995 4. x 8 12.56 Good 09/19/2007 10/17/2007 28 Time 2:10 G996 4 x 8 12.56 Good 09/19/2007 10/17/2007 28 Unit Wtlbs/cu ft G997 1 4 x 8 12.56 Good 09/19/2007 10/17/2007 28 Air Content(%) 4.7 GENERAL REMARKS: Inspector Premium Travel . Name Time Hours Time P. Treska No Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES r # II % r r 1 (1) Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood 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 09/19/2007 Report No. 13 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: walls, building E, column line 1-6 at B-D Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ©Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw [];Trailer ❑X Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 4-5 Number of slumps out of specification reported to If rejected Approved by Remarks: f UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) 11 Hyannis Building Department Report Date 09/19/2007 Attn: Tom Perry Report No. 13 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment Of ihmmhusem Inc. "The Construcftn Testfng People' Paae# l DAILY REPORT OF CONCRETE POUR PROJECT NAME-- l-,A G (ir' PROJECT NO.: DATE: fJS f . � 7 AIR TEMP.:_ 67-7J TOTAL YARDS: LOCATION OF POUR: fY�U%✓O.a`+ �r+ tX,a y u/�. Gu+�Dot. 2.. /:; �� L 6 c - Load & Slump Batching i Batching Time In i Yards Concrete j %of Ticket# No. of Truck# Inches : In Out Minutes Temp. Air I Cylinders I i I I i I i i I it I I � I I I i I _ I i S h-- REMARKS: INSPECTOR: �J I,�F 5 Richardson Lane, Stoneham, Massachusefti- L2180":(781) 438.7755"Fax (781) 438-6216 1 ' i Of Massachusetts '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 08/07/2007 Report No. 8 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 25 SET 1 LOCATION: Footing, column line D at 4, building G Total Unit p Slum (in.) 4 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) 81 U536 4 x 8 12.56 Good 08/07/2007 08/14/2007 7 40,000 3,180 1 Truck No. 62 U537 4 x 8 12.56 Good 08/07/2007 08/21/2007 14 47,000 1 3,740 4 Ticket NO. 43482 U538 4 x 8 12.56 Good 08/07/2007 09/04/2007 28 58,000 4,620- 3 Time 11:40 U539 4 x 8 12.56 Good 08/07/2007 09/04/2007 28 57,000 '4,540 1 U540 4 x 8 12.56, Good 08/07/2007 09/04/2007 28 55,000' " 4,380 2 Unit Wtlbs/cu ft Air Content(%) 5.0 GENERAL REMARKS: ' Inspector "Premium... 'Travel. Name Time Hours Time Tony Robinson No. Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES i F 1 _._, ___•,. ,•__ . ..(1)Cone-_. (2).Cone.and.Sp1it (3) Cone and Shear. . ... (4)Shear _ (5)IColumnar Our reports,*are available,in�PDF,form„via email,. . Please email us-at reports@utsofmass.comffor•••mor :inf rma-tion; ,••r, r�l ,.....»« ___..._.._.... .._.,......_ _.._r..;_._ .. ,_... _ ._.._ ...._ _ _._.... «. ._ ti Advantage Construction Attn: Don O'Neill' U1.. I ; -• MRM Mark Marrnaccio; Arch.- Attn: Mark Marinaccio 'w r- Flood Consulting Attn: Stacy Flood C'N r s °. Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08/07/2007 Report No. 8 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Footing, column line B-D at 1-6, building G Method of Placement: ❑Pump ©Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: © Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: []Thermal Blankets ❑ Heat ❑X None ❑ Other Slump Specification (in.) 4 Number of slumps out of specification reported to If rejected Approved by Remarks: I UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 08/07/2007 Attn: Tom Perry Report No. 8 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment I XTM ne cDmft33e7iOm uS$i9 Page# DAILY REPORT OF CONCRETE POUR ,,00"ZPROJECT NAME: FL.A,�s%PX:Y c�Sre S - „�;�. Mi, PROJECT NO.: DATE: f3�' /07 AIR TEMP.: TOTAL YARDS: LOCA T]ON OF POUR: Load & i Slump I Batching I Batching Time In Yards I Concrete % of i Ticket# i No. of Truck # Inches In Out Minutes , Temp. i Air Cylinders (IN `t 2 t{ � lO3a 14o I �16 S`/o i 434P>2 i a I 1 I i I I 1 i I i j INSPECTOR: r Ns�,� REMARKS: y` '7'(:�wa 5 Richardson Lane, Storeharn, Massachusetts 02180 (781) 4a8-7755 Fax J781 j 43S-521 c" bf Massachusetts '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 08/22/2007 Report No. 11 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02 601 Contractor Advantage Construction Cg 401 Concrete Co. Cape Cod Ready Mix l 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 CLASS CONCRETE: 3000# 3/411 1 No. Of Sets: 1 CUBIC YARDS: 28 SET 1 LOCATION: Foundation wall, building "F", type "C" - east side Total Unit Slump(in.) 4 1/2 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) 71 Z147 4 x 8 12.56 Good 08/22/2007 08/29/2007 7 28,500 2,270 2 Truck No. 70 Z148 4 x 8 12.56 Good 08/22/2007 09/05/2007 14 41,000 1 3,260 4 Ticket No. .43685 Z149 4 x 8 12.56 Good 08/22/2007 09/19/2007 28 Time 11:37 Z150 4 x 8 12.56 1 Good 1 08/22/2007 09/19/2007 28 Unit Wt Ibs/cu ft Z151 4 x 8 12.56 Good 08/22/2007 09/19/2007 28 Air Content(% 5.1 .GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Treska No Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada • FRACTURE TYPES ' y,5l J I (1)Cone (2)Cone and Split (3) Cone and Shear (4)Shear (5)Columnar Our reports are available in PDF form via email. Please email us at reports@utsofmass.com_for more'17infor'mation. t I ..., f..:.3 ` - CC: Advantage Construction Attn: Don O'Neill C J MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood 01) _bf Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08/22/2007 Report No. 11 .lob Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: Foundation wall, for building "F", type "C" Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 4-5 Number of slumps out of specification reported to none If rejected Approved by Remarks: UTS of.Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 08/22/2007 Attn: Tom Perry Report No. 11 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment CR12 fASscChusefS hC. lmnw CDMITUCtion 'T"ti Irp'"0100— � Page# DAILY REPORT OF CONCRETE POUR PROJECT NAME: LA r ci t:�';,c. � PROJECT NO.: n DATE:_Q OnJ a 7 AIR TEMP.: � 5-7 0 TOTAL YARDS.- LOCATION OF FOUR: UL,at.L �-,A ie+ip,p ors TOOL 6W(-01" Cr � %�f G i Load & Slump Batching Batching Time In Yards Concrete %of Ticket# No. of f Truck# Inches In Out I Minutes I Temp. Air I Cylinders t�Z o V(o 14 f O;L4 I2:o5 81 I t 72 5.1 14-36 8• A-7 61 I f 1-41 1:06 005 ( 2 2 I 14-36 87 6 i�t�6 12 6 28 � I I � i 1 j i ! � I f I INSPECTOR: Sl�i1. REMARKS: I 5 Richardson Lane, Stcheham, Massachusetts 02180 i781) 438-7753' Fax .i7al j 43S-52116 K" Massachusetts The Construction Testing People' -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 08/16/2007 Report No. 8 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street ` S'te.UQ.�s Hyannis, MA 02601 Contractor Advantage Construction CONTACT: Bill Kelly TIME OF INSPECTION: 12 : 00 PM TIME OF CONCRETE PLACEMENT: 1 : 15 PM SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: S.2-3 REVISION,NUMBER: •, { _ „ s , ,k . ,DATED SHOP DRAWING(S).Ro-l=;. ._Ls;. . PROJECT SPECIFICATIONS y03300 •...�.�. _. ,. r -..,. �w.._ ,.- �.. OTHER: _. DRAWINGS.STAMPED: YES X NO AREA REVIEWED: Foundation wall for building "G", type "A" ATTRIBUTES: i REVIEWED Yes . No.a. iV 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 t Bar Quantity "" .:YlrR4 .x+•d, s:•.Y ,.�:wiaVe.:.wA+,ru7T.-' ..v.r..:.vx,.tx X...rda..icry e'V.w-,..:.cro. ..s i..,....i.:,.t :�.:qi 1:v',1:. . ,0.1';.,<P'lacement and tying X elf- I ....W,t T +R - Y. kY12An yµ. Yt riv..rc.n-r:x a.:S.. <,.;,..Y+'•.4c.a;a.A.n.y.-.,... :':�..I:n.W::-LC.'td/e.ir..tWM..•MaG. la..::sn.M..ur .,..::t..c.a'�.L.!-....lS a..n' :s�JL._ - ...hT'+l Y� 0 ,�The''detaiIs-in the•above described area(s)were complete at the time of this inspection. X- The-results of this inspection were discussed with the aforementioned contact persons prior to departure from the project'site: GENERAL REMARKS: _.. n,....,.� Inspector Premium Travel Name Time Hours Time P. Treska No R l Massachusetts The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 08/16/2007 Report No. 8 Job Number 10 941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction .REVIEWED BY: William P. Crabtree �Q Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood ° K Massachusetts '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 08/07/2007 Report.No. 8 Hyannis Building Department Job Number 10941 Attn: Tom Perry Project Flagship Estates Townhouse-Hyannis 368 Main Street Hyannis, MA 02601 Contractor Advantage'Construction Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 25 SET 1 LOCATION: Footing, column line D at 4, building G Total Unit Slump(in.) 4 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) 81 U536 4 x 8 12.56 Good 08/07/2007 08/14/2007 7 40,000 3,180 1 Truck No. 62 U537 4 x 8 12.56 Good 08/07/2007 08/21/2007 14 Ticket No. 43482 U538 4 x 8 J 12.56` ''Good '08%07/2007 09/04/2007 '' 28' Time 11:40 U539 4 x 8" 12� 56 Good `' `'08/07/2007 09/04/2007' 28 c: t:: F'" U540 4 x 8 12.56 Good 08/07/2007 09/04/2007 28 Unit Wtlbs/cu ft Air Content(%) 5.0 GENERAL REMARKS Inspector Premium. Travef - Name Time Hours Time Tony Robinson No Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada • FRACTURE TYPES r -'' (1,)Cone O(2)Cone and Split (3).Cone and Shear 4 Shear (5)Cotiumnar r ,,rOur,,,reports are available in PDF form via email Please email us at reports@utsofmass_com C:1 more" nforcaation'. .... .:...+,.i..t ..F..vA ..I..r,r✓' 4t.A.M.'L..R:M. ...,..1.At:..,N;,.mot 'ue..lM•L: �TM� +a, 1 ¢ CG:• •Advantage` Construction >Attn: Don O'Neill -MRM .Mark- Mar,ina'ccio,,•`Arch "Attn: 'Mark Marinaccio Flood•Consulting Attn:� Stacy Flood ; Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson La ne,ane, Stoneham,MA 02180 781-438-7755 Voice 781-438-6216 Fax Compressive Strength Report - Concrete Report Date 08/07/2007 Report No. 8 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Footing, column line B-D at 1-6, building G Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: . Method of Concrete Consolidation: ©Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: [-]Thermal Blankets ❑ Heat ® None ❑ Other Slump Specification (in.) 4 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 08/07/2007 Attn: Tom Perry Report No. 8 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship. Estates Townhouse-Hyannis Attachment Of =huseft had. Nne CM`iTS"13C1iM USting Page# DAILY REPORT OF CONCRETE POUR PROJECT NAME: FL.-A.(s.SltP .rri&. t1r. PROJECT NO.: . DATE:— �3 AIR TEMP.:. TOTAL YARDS: LOCATION OF POUR: ;1c�ru� � • i Load & i Slump Batching Batching Time In Yards i Concrete % of Ticket# No. of i Truck # Inches In Out Minutes , Temp. Air Cylinders (�1 � i 2 �{ 1t13a �1 I alto j �t6 -S`/0 It34®2 5-A S 1\'6 , t230 I ''�� _ - Iy34&r-- I i I I i � I INSPECTOR: REMARKS: REMARKS: �6aa 5 Richardson Large, Stoneham, Massachusetts 02180 (781) 4ZS-77S5 Fax J731) 433-621 o' I Qf Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 08/07/2007 Report No. 6 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction CONTACT: Advantage Superintendent _TIME OF INSPECTION: 8 :3 0 AM TIME OF CONCRETE PLACEMENT: 10 :45 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: i REVISION NUMBER: DATED: 7/23/07 SHOP DRAWING(S):R-1 PROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES X NO AREA REVIEWED: Footing, column line B-D at 1-6 ATTRIBUTES: REVIEWED Yes No _ Coverage(Top Bottom x and/or Inside Face x Outside Face x ) X Clearance X Cleanliness (heavy rust,scale, mud,dirt,oil,etc. not permitted) X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying X 0 The details in the above described area(s)were complete at the time of this inspection. 0 The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. GENERAL REMARKS: Inspector? Premium Travel Name Time Hours Time Tony Robinson No f Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 08/07/2007 Report No. 6 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction .REVIEWED BY: William P. Crabtree / �Q Wz Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood 6 Qf Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 08/10/2007 Report No. 7 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction CONTACT: Bill Kelly _TIME OF INSPECTION: 7 : 00 AM TIME OF CONCRETE PLACEMENT: 9 :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: REVISION NUMBER: DATED: SHOP DRAWING(S):R-3 PROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES X NO AREA REVIEWED: Footing, building F - type C ATTRIBUTES: REVIEWED Yes No _ Coverage(Top x Bottom x and/or Inside Face x Outside Face x ) X Clearance X Cleanliness(heavy rust,scale, mud,dirt, oil,etc. not permitted) X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying X QX The details in the above described area(s)were complete at the time of this inspection. Q The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. GENERAL REMARKS: Inspector Premium Travel Name Time Hours, Time P. Treska No Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 08/10/2007 Report No. 7 Job Number 10 941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction .REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood Of Massachusetts '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 08/13/2007 Report No. 9 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction WEATHER: .TIME: CONTACT: SUMMARY: Transported 1 set of cylinders cast on 8/10/07 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time L. Villani No REVIEWED BY: William P. Crabtree ' �Q Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch., Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood nu 4S'::A_.dt.b#'gJS ..F..n.S.f_v.J(Y l...x. .+..,F..>M}1.^tTiu k•Y b}Lf.:<.ni...:ti i.SV"[x ta!„:.l+•':r+•:t.Sn}514iF.:'rta`3k.r'i?i/S#..'w.l.YeN.-..•Y.S Sd ................-.. r .. Of (Massachusetts '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 08/10/2007 Report No. 9 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4 No.'Of Sets: 1 CUBIC YARDS: 20 SET 1 LOCATION: Footing - building F Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 65 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 72 W785 4 x 8 12.56 Good 08/10/2007 08/17/2007 7 28,000 2,230 4 Truck No. 52 W786 4 x 8 12.56 Good 08/10/2007 08/24/2007 14 Ticket NO. 43524 W787 4 x 8 12.56 Good 08/10/2007 09/07/2007 28 Time 9:41 W788 4 x 8 12.56 Good 08/10/2007 09/07/2007 28 Unit WtIbS/CU ft W789 4 x 8 12.56 Good 08/10/2007 09/07/2007 28 Air Content(%) 5.0 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Treska No Min Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES } / L 1 (1) Cone (2) Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood ° Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08/10/2007 Report No. 9 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Footings for building F Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑Vibrator ❑X Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 4-5 Number of slumps out of specification reported to none If rejected Approved by Remarks: I UTS of Massachusetts, Inc. Page 3 5 Richardsan Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 08/10/2007 Attn: Tom Perry Report No. 9 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment Of NeAtmhusefthu. ' Page# asw ca35w ��s� 1 DAILY REPORT OF CONCRETE POUR DATE: PROJECT NAME: TCA G It, P o �� R Y i3. PROJECT NO.: AIR TEMP.: STOTAL YARDS: 2 a - LOCATION OF POUR: G� +C,a�@. "ior� ,cor�nr�-*r- L Load & Slump Batching Batching Time In Yards Concrete j °/b of Ticket# I Cylinders fTruck# i Inches I In Out l Minutes Temp. I Air Y i2 fo.o c Ir�25 80 i I I I I i I � l I � i I I i I ------------ i �- REMARKS: INSPECTOR: 5 Richardson Lane, Stoneham, Massachusetts,02180,(781) 438-7755 Fax J731) 438-5216 Of Massachusetts '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 os/os/2oo� Report No. 8 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction WEATHER: _TIME: CONTACT: SUMMARY: Transported 1 set of cylinders cast on 8/7/07 to the lab for testing. GENERAL REMARKS: .Inspector Premium Travel Name - Time, Hours Time L. Villani No REVIEWED BY: William P. Crabtree WT � Our reports are available in PDF form via email. Please email us at reportsOutsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood o %nB1ctK Y.MA±%!K:Yt't+i3'.:ID"+b'st.:L�iih.Y1[:'AYdZ2.fY.LIi',.P.}.�;Yi'.se.v..\G:..�0.'N•.`N.:K'L*>A':e,++..wW.(-9W .. ":tiiY�N..":.S.aN'N.�4Y�1R .,.....l..R• .,WY.Y:.S^.'L...%.4,4-a.. .:'.L'S:x'G tN2..^%t-1,--a:.e 4w:aelYfA. -'h+.'v^fCrS...h..T.n4' .ie tT...h:9`s.tC�^•S-:X::S1V S ._ ..,.�..... ....__,......_ -:..»._....�._.r..`.`..•r-.— ....__. ..:;...tee..-�._._......_ � J .. •. {,. t . ...ev k•'A n... n,e, t .. .v. . .ai.,9i`Ma.�,. .i.j', A.1.�%...?a."FNY'".%'.M1n a✓4. eCY.15,.+ n.M,'r,;4i.9ivW i ttS1.�:.:.t Of Massachusetts '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 _ 08/16/2007 Report No. 10 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor 'Advantage Construction Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000#-3/4" No. Of Sets 1 _ CUBIC YARDS: 27.5 SET 1 LOCATION: Foundation wall, building G, type A - west side Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 76 No. (in.) (sq.in.) Condition.''Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 80 Z122 4 x 8 12.56 Good 08/16/2007 08/23/2007 7 28,000 2,230 3 Truck No. 57 Z123 4 x 8 12.56 Good 08/16/2007 08/30/2007 14 Ticket No. 43604 Z124 4 x 8 12.56 Good 08/16/2007 09/13/2007 28 - _ , Time 1:21 Z125 4 x 8 12.56 Good 08/16/2007 09/13/2007 28 Z126 4 x 8 12.56 Good 08/16/2007 : 09/13/2007 .28 Unit Wt.lbs/cu,ft Air Content 5.5 GENERAL REMARKS: Inspector Premium Travel Name ",Time Hours Time P. Treska No Min Day 2 Hr(s) REVIEWED BY: Robert S. Granada I f FRACTURE TYPES i �. 011 e / f i FF, ry r- (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)toll mnar N' M Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08/16/2007 Report No. 10 .lob Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: Foundation wall for building G, type A Method of Placement: ®Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: ®Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 4-5 Number of slumps out of specification reported to none If rejected Approved by Remarks: UTS*of Massachusetts, Inc. Page 3 ^5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 08/16/2007 Attn: Tom Perry Report No. 10 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment �CS3i3i� �S�93i� DAILY REPORT OF CONCRETE POUR PROJECT NAME: P ST r ti PROJECT NO..- DATE.- O p.)// ) AIR TEMP.: T_�TOTAL YARDS: LOCATION OF POUR:T.4c �.u : >� r -f:';.= *�� r�t,�:.. 7� ►� !, �� Load & I Slump Batching Batching Time In Yards Concrete % of i Ticket# No. of Truck# Air Cylinders Inches In Out Minutes Temp. I I � S 3 g - - I ! I ! C " I I� I � INSPECTOR:C �'0 / S ��� REMARKS.- 5 Richardson Lane, Stc6ehairn, Massachusetts 02180 (781) 4CS-7755 Fax J781) 438-6218 4 Of Massachusetts '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 08/07/2007 Report No. 8 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 30004 3%411 [No. Of Sets: 1 CUBIC YARDS: 25 SET 1 LOCATION: Footing, column line D at 4, building G Total Unit Slump(in.) 4 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) 81 U536 4 x 8 12.56 Good 08/07/2007 08/14/2007 7 40,000 3,180 1 Truck No. 62 U537 4 x 8 '12.56 "Good 08/07/2007 08/21/2007 14 00.0.1. 3,740 4 Ticket No. 43482 U538 4 x 8. 12:56• . `Good '08/07/2007 09/04/2007 28 ,y ,,,... .-. Time 11:40 U539• 4 x;,.8 12J.56 ="+ Good '" 08/07/2007 09/04/2007 28 U540 4 x 8 12.56 Good 08/07/2007 09/04/2007 z8 Unit Wtlbs/cu ft Air Content•(%),.. . ..e: •-.....rav-ruw .-w.e,...r.a _.. ...m... ... ... m •. SL,Y ., �L�S.:.Ca. .S'f'Y� ,GENERAL:REMARKS: 'InspectorPremium Travel Name Time Hours Time Tony Robinson No Max Day 2 Hr(s) r , REVIEWED BY: Robert S. Granada FRACTURE TYPES r r•a co � N _ (1)Cone (2)Cone and Split. . . .(3)?Cone and Shear :M:. :(4);Shear Our,reports are available in PDF form via email.,,.,,,Please, email us at •reports@utsofmass.com f r more ihformation. - _ ....e:n•max.,....,.... ,....-.,.s.- J CC ! Advantage Construction _-_ -Attn: Don'O'Neill - - - ,. - I lc 2 MRM Mark Marinaccio, Arch _-_ Attn: Mark'Marinaccio - FloCons ulting Attn: Stacy Flood ° 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 0 8/0 7/2 0 0 7 p 9 p Report No. 8 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: Footing, column line B-D at 1-6, building G Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer 0 Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat 0 None ❑ Other Slump Specification(in.) 4 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 08/07/2007 Attn: Tom Perry Report No. 8 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment @1�5"�T33CItO93 T�sta 'e Page# DAILY REPORT OF CONCRETE POUR PR00.0�OJECT NAME: FL. g,%VX_? - Ii�. NA PROJECT NO.: DATE: f3�'z1®T AIR TEMP.:-_7�TOTAL YARDS: LOCATION OF POUR: i Load & i Slump + Batching Batching ` Time In Yards i Concrete % of Ticket# j No. of Truck # Inches I In Out I Minutes , Temp. Air I Cylinders (i1 2 4 lt�3a ILA I Cox. j o I LA-&4®Z (10 � I 1 va14Victl I I I f I I i INSPECTOR: ;N REMARKS: boa 5 Richardson Lane, Stonehaan, Massachusetts 02180 (781) 438.-77S5 Fax {731) 438-5211S Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 08/15/2007 Report No. 9 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction CONTACT: Bill Kelly _TIME OF INSPECTION: 8 : 30 AM TIME OF CONCRETE PLACEMENT: unscheduled SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: 52-3 (1) (R) REVISION NUMBER: DATED: SHOP DRAWING(S):RO-1 PROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES X NO AREA REVIEWED: Wall foundation for building "G", type "A" ATTRIBUTES: REVIEWED Yes Coverage(Top Bottom and/or Inside Face Outside Face ) 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 QX The details in the above described area(s)were incomplete at the time of this inspection. 0 The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Treska No Min Day 2 Hr(s) ° Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 08/15/2007 Report No. 9 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction .REVIEWED BY: William P. Crabtree �Q Wi Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood Of Massachusetts '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 o8/17/2007 Report No. 10 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction WEATHER: _TIME: CONTACT: SUMMARY: Transported 1 set of cylinders cast` on 8/16/07 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel '" Name" Time Hours Time Robert DePietro No REVIEWED BY: William P. Crabtree- Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood a 9 N c T'aix,-..H..kr.. N'e.. ...'..... '.Y.';?."'.+'F... _:t:,.,.. -.5: ...:'+i .,:.. ° .1,.•:... .. ....,. ,.4 ..kr zw.. , Y_ . .z ...,. u.- . a,. » aY u»w..C.w is,.. ..+.._. '!'F.1.. .^�..-x^+;.,,crw s-.:..:.srm•,�.aer.+sv.�.�+um.axr, .�xcy..?rre.w,�.aYev,-.w..c.�...:_._.. x,...,..u_n.n.,. ....,._:a -ee< „-....._r, cia,.•, :.:;.t..o v ,w,.y,.z ..e:.x.r..x.x.:...,..'<«w.i h...:,,::r. ; ° Of Massachusetts '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 o 8/17/2"ob 7 Report No. 10 Job Number 10941 Hyannis Building Department Project Flagship. Estates Townhouse-Hyannis Attn-: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction WEATHER: .TIME: CONTACT. SUMMARY: Transported 1 set of cylinders cast on 8/16/07 to the lab for testing. GENERAL REMARKS: Inspector Premium: Travel Name Time Hours Time, Robert DePietro No REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood 3:5- 3�� � - 'N f ^` tl. a 1 3C. v...,s`w'4ii• .,r_�tt.. .sr_7�..�YF'.+,u.J^.,:.'M.nv ti att rt.: ar S: I �. .rv.s ...•asa.. ,_.:...n.,.sy,..;..._... •n.,. :;.sr.._, �a;. ,�'�".. .„nt.yra=e..p..s-w.a>..M .,-r,c ..,en.....2ru:....,a... ......T........__......_, ° Of Massachusetts 'The Construction Testing People' -Page 1 G 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08/22/2007 Report No. 11 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Ilr O� Concrete Co. Cape Cod Ready Mix I 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 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 28 SET 1 LOCATION: Foundation wall, building "F", type "C" - east side Total Unit Slump(in.) 4 1/2 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) 71 Z147 4 x 8 12.56 Good 08/22/2007 08/29/2007 7 28,500 2,270 2 Truck No. 70 Z148 4 x 8 12.56 1 Good 08/22/2007 09/O5/2007 14 Z149 4 x 8 12.56 Good 08/22/2007 09/19/2007 2s Ticket No. 43685 , . ... 11:37 Z150 4 x 8" ' 1z.56' Good- Os/22/2007 09/19/2001 28 Time Z151 `"' 4 x s­ "`ia"s6 __'"cooa_ " "08/22/2007 09/19/2607 28 Unit Wt Ibs/cu ft Air Content(%) 5.1 'GENERAL"REMARKS,., , Inspector Premium Travel Name Time Hours" Time P. Treska ( No Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada J FRACTURE TYPES ! y ` , t (1)Cone (2)Cone and Split (3)Cone and Shear (4) Shear (5,(�o_,umnar,-o gur reports are availab;Te,-in PDF;:fo=m via ,email ,.-.-,,,Please 7.email;,us"-,at;reports@uts.ofmass:com fo _;more ;i6ormarjt-i on: ., _s-+..oe.u,^,: .. s.:.e. �nanu-., a.zm..-xa.;.:r.,_v+-.. }.s;,ar,:+:c:>..a..:'n:.,,,,...,,..r ,.x-.,,.-,.:,, ...s...... <wn.s=ea.. ...aye. -,.,r:.,;u.,a:•„eae .may. _,.:._mr r max.„a, -_ _.Advantage.-Construct ioh __. __ Attn:.....Dbri-0 Nei Ill .__MRM Mark.Marinaccio.,., Arch _1_... _ :..Attri.: Mark Marinaccio-• ...... .. �. , Flcod_.Consult.ing AEtn:. Stacy .Flood.' _ .... _. ._ f Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08/22/2007 Report No. 11 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: Foundation wall, for building "F", type "C" Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 4-5 Number of slumps out of specification reported to none If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 3 5 Richardsm Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 08/22/2007 Attn: Tom Perry Report No. 11 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment mclucthuseft hm. 'TM CsafaS#t=flCM TeSHM � Page# DAILY REPORT OF CONCRETE POUR PROJECT NAME: -}-LAd G a.i P +> Z. < € PROJECT NO.: DATE:_ 22(a 7 AIR TEMP.: � B-7 0 TOTAL YARDS: 2 $ LOCAT ION OF POUR: TA UVtp,A Ton. 8UIGDl,,, G�- -F G i Load & I Slump Batching Batching Time In ( Yards I Concrete %of i Ticket# No. of I Truck# Inches 1n Out Minutes I Temp. i Air Cylinders I r(O 4I�2 10;44 12:0.5 81 I C V2 ' f �.! j4-36 8S I A-7 � 6f 0 4/ l:06 g5 f 22 1-4-36 87 6 I i i i i I INSPECTOR REMARKS.- 5 Richardson Lane, Stoiheham, Massachusetts.D2180'J781) 4; 8-7783'Fax .{731) 4aS-6216 Of Massachusetts '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 '08/16/200.7 Report No. 10 Job Number 10941 Hyannis .Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE:` 3oo0#'-3%411 No. Of Sets: 1 CUBIC'YARDS: '27 .5 SET 1 LOCATION: Foundation wall, building G, type A - west side Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 76 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) so Z122 4 x 8 12.56 Good 08/16/2007 08/23/2007 7 28,000 2,230 3 Truck No. 57 Z123 4 x 8 12.56 Good 08/16/2007 08/30/2007: 14 36.,000 2,870 2 Ticket No. 43604 Z124 4 x 8 12:56> Good', 0.8/16/2007 09/13/2007, 28 Time 1:21 Z125,r" 4 x 8, 12.56." , Good 08/16/2007 09/13/20.07.' 28 t.; Unit Wt Ibs/cu ft Z126 4 x 8 12.56 Good 08/16/2007 09/13/2007 28 Air Content(%) 5.5 GENERAL-.REMARKS:,;, rnspect6r Premium- Travel.,. Name _. Time_ .- Hours Time P. Treska No Min Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES 0 1 Cone O (2)Cone and Split (3)Cone,and Shear (4)Shear *;Columnar `Our reports are ravailable in PDF form via email Please email us at reports@utsofmass co{mr'for more information ,..._._..._... .__....�._...-__... __..._.._.._....__.�..._._..._ -.w-...___._.._,_.... R CC AdvantagerConstruction yi Attn: Don O'Neill, k ` ---.�" € r MRM Mark-Marinaeco, Arch r Attn: Mark Marinaccio ! < Flood Consulting ; ; Attn: Stacy Flood Of Massachusetts 'The Construction Testing PeopW Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report- Concrete Report Date 08/16/2007 Report No. 10 Job Number 10 941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry. 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Foundation wall for building G, type A Method of Placement: ❑Pump ©Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: ®Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 4-5 Number of slumps out of specification reported to none If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 3 5'Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 08/16/2007 Attn: Tom Perry Report No. 10 368 Main Street Job Number 10941 IHyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment Of Mclacichuseft hc. mll-A CAmu ucticm Testing ov '� Paae# f DAILY REPORT OF CONCRETE POUR PROJECT NAME: L� G Ste.r /t S �+�h PROJECT NO.: DATE: QP,)/4 �7 J AIR TEMP.: TOTAL YARDS: r/ s LOCATION OF POUR: l ,.�c�n,v :t; .�s > r;/�, <. c * A r�C. �� ►�<• <> y�- �` Load & Slump I Batching I Batching Time In Yards Concrete I % of Ticket# No. of Truck# Inches In Out Minutes Temp. ; Air I Cylinders ' (J %2 2.I 2 2 o Il��6ti V71 2 : 2 3 156 (/ I I f f I I i i I I I 1 INSPECTOR: Jc�1- REMARKS.- 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax J731) 438-8218 Of Massachusetts '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 08/22/2007 Report No. 11 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry n 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction cr,io Concrete Co. Cape Cod Ready Mix 1 `� ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 t ALL COMPRESSIVE STRENGTH TESTS-DONE ACCORDING TO ASTM: C--39 CLASS CONCRETE: �3000# 3/4° No. Of Sets: 1 CUBIC YARDS: 28 SET 1 LOCATION: Foundation wall, building "F", type "C east side Total Unit Slump(in.) 4 1/2 Lab Size Area Date bate Age Load Load Fracture Air Temp.(F.) 68 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 71 Z147 4 x 8 12.56 Good 08/22/2007 08/29/2007 7 28,500 2,270 2 Truck No. 70 Z148 4 x 8 12.56 Good 08/22/2007 09/05/2007" :14 41,000 3,260 4 Ticket No. 43685 Z149 4 x 8 12.56 —Good 08/22/2007 09/19/2007= ' 28' S'i3','000' 4,620 1 Time 11:37 Z150.:;. 4 x 8, "�r12:56:: 4;+Good=-- 08/22/2007 09/19/2007` 28' `5`'7,'000' 4,540 3 Z151 4 x 8 12.56 Good 08/22/2007 09/19/2007 28 S5,000 4,380 3 Unit Wtlbs/cuff Air Content(%) 5.1 GENERAL REMARKS: r. Inspector Travel: - Name Time Hours Time P. Treska No Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES , (1)Cone (2)Cone and Split (3),:Cone-and Shear (4) Shear (5).Columnar 1",.M ..v A. '1_: 11,As..•_4.�.. .ir.' ...i- .n .w.,ias, e, ..r .... ...-: _. . ..: ..:....,:_„ -...—. ._... _ ... - ..,.,. ... - Our,repgrts are<available in PDF form via email. Please 4i0us at reports@utsofmass.com for more information a,,•.ri rew•;.^e. r"a'...�.ex.xn:- s•»;. o-t.s•rr :,era:..:u..�,._.,..,x. . ._, .�.._...—.,"._.,,r.....,....a so--:a .,.,•aa;,or . ,a.-'..x.•.a.m :a._.....tio tyj !73 CC �- Advantage�Constr-uetion k'' AJttn. fD(bn t I, MRM Mark Marindccio Arch Attn: Mark Marinaccio � a -- ---�--••- " _ _.. E Flood Consulting i Y_Attn: 'Stacy Flood -- -- Of Massachusetts The Construction Testing People' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice) 781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08/22/2007 Report No. 11 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Foundation wall, for building "F", type "C" Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ©Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: ®Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 4-5 Number of slumps out of specification reported to none If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 3 5 Righardson Lane,Stoneham,MA 02180 781438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 08/22/2007 Attn: Tom Perry Report No. 11 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment Of kmach- Use fS hi. Ci9SMS+M TIM�I Page# I DAILY REPORT OF CONCRETE POUR PROJECT NAME: -�-LA 'E ;`. K PROJECT NO.: ll DATE: �2 2 l B'7 AIR TEMP.: 6-7 0 TOTAL YARDS: 2 $ LOCA T 10N OF P0UR: U()A-t.L TA U m p A Toot. 8U1f.D1 nr c, -r i Load & Slump Batching I Batching I Time In Yards Concrete % of i Ticket# No. of f Truck# Inches In Out Minutes Temp. Air Cylinders r(o I �'r� 1 0%44 1121,05 81 11 V 2 ' 5-1 14-16 r 6� I �4-36 8 7 I t1.4t !:06 $5 i 22 � 6 I i '12 76 I i i I ! I I f INSPECTOR: /�r.o i / /u7S/Ci4. REYIARKS: 5 Richardson Lane, Stoheham, Massachusetts 02180 {781) 438-7783 Fax (7al) 4a8-621 6 Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 09/12/2007 Report No. 11 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction CONTACT: Bill Kelly _TIME OF INSPECTION: 12 : 00 PM TIME OF CONCRETE PLACEMENT: 1 :00 PM SPECIFICATION: ASTM A615 Grade 4.0 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: F1000 consulting REVISION NUMBER: 42868 [DATED 1/9/06 SHOP DRAWING(S): PROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES X NO AREA REVIEWED: Footing, column line El-E5 at 1-4 ATTRIBUTES: REVIEWED Yes No Coverage(Top Bottom x and/or Inside Face Outside Face ) X • Clearance X Cleanliness(heavy rust,scale, mud,dirt,oil,etc. not permitted) Bar Supports Bar Spacing Bar Quantity Placement and tying �X The details in the above described area(s)were complete at the time of this inspection. 71 The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Robert DePietro No k ° Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 09/12/2007 Report No. 11 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction .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: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood Sao ' � 1 Of Massachusetts . '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 05/09/2007 ( Q� Report No. Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction 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 CLASS CONCRETE: 35004 3/4" No. Of Sets: 1 CUBIC YARDS: 55 SET 1 LOCATION: S.O.G. , building B Total Unit Slump(in.) 6 1/4 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 65 No. (in.) (sq.in.)' Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 Q843 4 x 8 12.56 Good 05/09/2007 05/16/2007 7 33,000 2,630 4 Truck No. 60 Q844 4 x 8 12'.56 Good ' ' 05/09/2007 05/23/2007 14. •.:44,000 3,500 4 Ticket No. 42567 Q845 4 x 8 12.56 Good 05/09/2007 06/06/2007 28 Time 8:30 Q846 11 4 x 8 12.56 Good 05/09/2007 06/06/2007 28 v. Unit Wt Ibs/cu ft Q847 4 x 8 12:'56 Good '"-"05/09/2007 06/06/2007M ....28 r Air Content`(%-. GENERAL REMARKS Inspector Premium Travel Name Time Hours Time Joshua Symanski No Min Day 2 Hr(s) ' REVIEWED BY: Robert S. Granada FRACTURE TYPES ' f T. (1)Cone "-(2)"Cone and Split , (3)Cone and Shear (4)Shear.;, ._ (5).Columnar _ , Our.•.•reper.ts.,are available in.PDF form via email. P1easM49i�3 v1-- at reports@utsofmass.com for more information Ci t _. tx - X .4.+.v CC. - ..Advantage Construction '71t�: `D�n'�OUNfekiuz i; c J MRM Mark Marinaccio, Arch:' 1Attn: fMpark Marinaccio Flood Consulting 3�8`'AY-4�J��c ylEyk �Q` 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 05/09/2007 Report No. 7 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete CO. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: S.O.G. , building B Method of Placement: ®Pump ❑Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ©Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field © Other Inside building Placement Protection: []Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 4-5 Number of slumps out of specification reported to If rejected Approved by Remarks: Slumps and cylinders performed at truck discharge chute-1/4" slump loss at end of hose. hTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 05/09/2007 Attn: Tom Perry Report No. 7 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment �'� A'lwasSQt�use�ts Hu. "The comtructim Testing W� 'age — DAILY REPORT OF CONCRETE POUR PROJECT NAME: PRDJECT NO.:_ — DAT E: F,IR TEMP_: a TOTAL YARDS: JJv' LOCA T ION OF POUR: y , C Load & Slump Batching Batching Time In Yards Concrete a, o; TiCkEtt ' N0. ci Truck Inches In Out Minutes I I Temp. Air I--— CylinJers 5 ' ISO 7 41- . I I I I INSPECTOR: .��,� gr� REMARKS: 500d Wa85'6) 100Z 0[ AW 0580Z1889 X@j S13f `- Of Massachusetts ,'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 08/10/2007 Report No, 9 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 .ALL COMPRESSIVE STRENGTH TESTS"DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000# 3/4" No. Of Sets: 1 CUBIC YARDS: 20 SET 1 LOCATION: Footing - building F Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 65 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 72 W785 4 x 8 1:2.56 Good 08/10/2007 08/17/2007 7 28,-000- .;. 2,230 4 Truck N0. 52 W786 4 x 8 12.56' ` Good 0'8/10/2007 08/24/20.07 .14: 3.5,000 2,790 3 Ticket NO. 43524 W787•: 4 x 8 12.56 Good' 08/10/2007 09/07/2007 28 49,000 3,900 2 Time 9:41 W788 4 x 8 12.56 Good 08/10/2007 09/07/2007 28 52,000 4,140 3 Unit Wt Ibs/cu„ft W789 4 x 8 12.56 Good 08/10/2007 09/07/2007 28 53 0.OQ. ,:,;,4,220 5� �� . ,r. Air Content(%) 5 o .GENERAL REMARKS:* ,. . . F Inspector Premium Travel Name Time Hours Time P. Treska No Min Day 2, Ar(s). REVIEWED BY: Robert S. Granada FRACTURE TYPES 5 1 ` f { 1 I t5 ,..,, - ' (1) Cone (2)Cone and Split (3)Cone and Shear_..•__(4)Shear- - d -,. (5)Columna"r Our reports are available in PDF form via email. Please email us at reportseutsofmass.com for-more information. - .., GC Advantage Construc.t.ion Att�1s IIon L6JIill _... .. V_V. d r.l Mk -:Mar'k..Mar.inacaio;.-Arch - Attn: Mark Marinaccio- -- - - Flood Consulting Attn.: Stacy Fltood.'. Of Kl 3ssachusetts .:'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 08/10/2007 Report No. 9 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Footings for building F Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑Vibrator ® Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑X Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 4-5 Number of slumps out of specification reported to none If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 08/10/2007 Attn: Tom Perry Report No. 9 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment 91firm Page# C'Orge �"L lum��5�IM a S DAILY REPORT OF CONCRETE POUR PROJECT NAME: ^(-,4 r 14,1 P 1�sc PROJECT NO.: DATE: AIR TEMP.: S e TOTAL YARDS: 2 0 a o �7 . C- LOCATION OF POUR: L_ Load & Slump Batching Batching Time In Yards ConcrCompete I % of Ticket# I No.Cyl tiers Truck# Inches In Out Minutes �� .D j 5 2. .� lf� I i I I l I INSPECTOR: p ,/� "REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-77�3 Fax 1731) 438-4521;6 Of Massachusetts '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 08/16/2007 Report No. 10 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 V ..._.ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 . CLASS CONCRETE: 3000# 3/4° - I No. Of Sets: 1 CUBIC YARDS: 27 .5 SET 1 LOCATION: Foundation wall, building G, type A - west side Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 76 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 80 Z122 4 x 8 12.56 Good 08/16/2007 08/23/2007 , 7 28,000 2,230 3 Truck No. 57 Z123 4 x 8 12.:56- ,„Good. ;08/16/2007 08/30/2007 14, 3'6,000' '2,870 2 Ticket No. 43604 Z124: 4 x 8 12,56. ._ Good,, 08/16/2007 09/13/2007 '28 ('43,'000 3,420 1 -; Time 1:21 Z125 4 x 8 f .56 Good 08/16/2007 09/13/2007 28 45,000 3,580 2 Z126 4 x 8 12.56 Good 08/16/2007 09/13/2007 28 46,000 3,660 4 Unit Wtlbs/cu ft Air Content .. ,. Inspector :. Premuri - Travel. , Name Time Hours Time P. Treska No Min Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES 1 E I_ 1, 1 Cone _ 2 Cone'.an'd Split O O. p (3)"C66e"and Shear "(4)Shear "Columnar Our re ports,are.av_ailable-in PDF°forrevia''emafl: Please email us at reports@utsofmass.coailfor more informat ,- ion a,. v....r,.... e 4j a i 00 J y t Jcwo i Advantage"'Consstruction _ .Attn: Don.O''Ne ll i --- _s.. _.._. t_ _____ .- •-MRM•-Mark,Marinccio a , Arch J _ .,Attn: Mar k Mar iiiaccio-. Flood Consulting` _ Attn: Stacy Flood- ' Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 08/16/2007 Report No. 10 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete CO. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Foundation wall for building G, type A Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer,.. ❑X Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 4-5 Number of slumps out of specification reported to none If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 3. 5 Rich�xdson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 08/16/2007 Attn: Tom Perry Report No. 10 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment mcuachuse"s hu. a� 'Col nuct Tes$ a Paae# l DAILY REPORT OF CONCRETE POUR PROJECT NAME: Z--,t F PROJECT NO.: DATE: OA f j4 Al AlR TEMP.: s_/l ° TOTAL YARDS: 2 S LOCATION OFPOUR: -4L,t,,u :4 � � >r t /,�i.- sir? ell(.r;..� ►� l> iyjr Load & Slump Batching I Batching Time In Yards Concrete % of Ticket# No. of Truck# Inches In Out Minutes Temp. I Air Cylinders I12:1 G g 1) 5,5- I�3,�a q- %2 joZl 2a n71 2 : 2 3 ,:5 61 L-s 1 I I I 1 I � I I I I I I It{{r I I I I I I i I INSPECTOR: �*D / /77 .� lc.t L REMARKS: 5 Richardson Larne, Stoneham, massachuset•3s '02180°(781) 438-7.756 ,Fax J?afl 436-62116 ° Of Massachusetts '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 05/09/2007 Report No. 7 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 _ JELL--COMPRESSIVE-STRENGTH TESTS DONE ACCORDING TO ASTM. .C-39_7� .� CLASS CONCRETE: 3500# 3 No. Of Sets: 1 CUBIC YARDS: 55 SET 1 LOCATION: S.o , building B Total Unit Slump(in.) 6 1/4 Lab -Size Area ate Date Age Load Load Fracture Air Temp.(F.) 65 No.. (in.) (sq.in.) Condition :Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70 Q843 4 x 8 12.56 Good 05/09/2007 05/16/2007 7 33,000 2,630 4 Truck No. 60 Q844 4 x 8 12.'56' ' Good .05%09/2007 05/23/2007 • 1.4, ;.:44,Q0,0 3,500 4 Ticket No. 42567 Q845 "" 4 x 8 12._E6 %''"Good 05/09/2007 06/06/2007F 28 62;0,00 4,940 2 Time 8:30 Q846 4 x 8 12.56 Good 05/09/2007 06/06/2007 28 63,000 5,020 1 Q847 4 x 8 12.56 Good 05/09/2007 06/06/2007 28 61,500 4,900 4 Unit Wtlbslcu ft Air Content(%) w GENERAL REMARKS:.., Inspector Premium Travel- Name : Time Hours Time Joshua Symanski No Min Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES ; n f. L: N / - .. .... ...�. - 00 f a. $ ; Cone- = (2) Cone (3) Cone and Shear _:..� -': (4)Shear ,.. ,..; ,1(5)Colu ,ar: : ._ a:A".... l`.Y.^[..TJY• .�.. .:uYrµY,w:.Yfx W Rl.p: Our reports are available in PDF £orm"via email.""Please eifiail u's"at reports@u'tsofmass:com'-for more information .- 1. s R f _ i............. _.__..... cc: Advantage Construction Attn: Don O,Neill 1 MPM Mark_ Marinaccio ,Arch Attn: .Mark Marinaccio 1 Flood Consulting Attn: Stacy Flood l O 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 05/09/2007 Report No. 7 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: S.O.G. , building B Method of Placement: ©Pump ❑Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: © Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ® Other Inside building Placement Protection: ❑Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 4-5 Number of slumps out of specification reported to If rejected Approved by Remarks: Slumps and cylinders performed at truck discharge chute-1/4" slump loss at end of hose. UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 05/09/2007 Attn: Tom Perry Report NO. 7 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment 01 MMUK 1uSetts hu. "The Construction Testing Peopie� gage,r�- DAILY REPORT OF CONCRETE POUR PROJECT NAME �� i! p � �� PROJECT T NO.:_ DATE: 7 j AIR TEMP_: [' TOTAL YARDS. LOCATION OF POUR: J, 0 iLoad & Slump Batching Batching Time In Yards Concrete o, o; Ticke:t ' No.ci Truck Inches In Out Minutes I ! Temp. , Air Cylinlers [i7'/_t_/T �. o. N is I 1 I I L4741-f7 I { { INSPECTOR: �vM9r,J1�C REMARKS:_350 500d Mdus:6) 100Z Ol ARN 0SOMPL1.9 xe� `�- : f Massachusetts 'The. . a;nstruction Testing People' -Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Concrete Field Report Report Date 05/10/2007 Report No. 7 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Contractor Advantage Construction Hyannis, MA 02601 WEATHER: .TIME: CONTACT: SUMMARY: Transported one set of cylinders cast on 05/09/07 to the lab for testing. GENERAL REMARKS: Inspector: Premium Travel Name _ ` Time., , Hours Time B. Durante No REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reportseutsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood S s, N O t -� ' `�f Massachu eats � 'The' Itastruction Testing People' Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05/09/2007 Report No. 7 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C7172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39. CLASS CONCRETE: 3500# 3/4° No. Of Sets: 1 CUBIC YARDS: 55 SET 1 LOCATION: S.O.G. , building B Total Unit Slump(in.) 6 1/4 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 65 No. (in.) (sq.in.) Condition Cast Tested Days (Ibs.) (psi:), Type Conc Temp(F) 70 Q843 4 x 8 12.56 Good 05/09/2007 05/16/2007 7 33,000 2,630 4 Truck No. 60 Q844 4 x 8 12.56 Good 05/09/2007 1 05/23/2007 14 Ticket No. 42567 Q845 4 x 8 12.56 Good 05/09/2007 06/06/2007 28 Q846 4 x 8 12.56 Good 05/09/2007 06/06/2007 28 Time e:3o Unit Wt Ibs/cu ft Q847 4 x 8 12.56 Good 05/09/2007 06/06/2007 28 Air Content(%) GENERAL REMARKS: Inspector. Premium Travel Name Time,,: Hours Time, Joshua Symanski No Min Day 2 Hr(s) REVIEWED BY: Robert S. Granada e FRACTURE TYPES r (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Our reports are available in PDF form via email. Please email us at reportsOutsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05/09/2007 Report No. 7 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street �o, �� O3G0l Contractor Advantage Construction Concrete Co. cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour e.o.G. . building B Method of Concrete Consolidation: Vibrator Other Cylinder Fabrication Location: Truck Discharge Chute End of Pump Hose Cylinder Storage: []Curing Box Thermal Blanket Hay/Straw Trailer Field [:] Other Inside building Placement Protection: []Thermal Blankets Heat None Slump Specification (in.) 4-5 Number of slumps out of specification reported to If rejected Approved by Remarks: Slumps and cylinders performed at truck discharge chute-1/411 slump loss at end of Method of Placement: Pump Chute Discharge Bucket 0 Other UT� of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 05/09/2007 Attn: Tom Perry Report No. 7 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment Of MASSaChuwM hu. R�ne CAW trutti resfing peopie� 'age DAILY REPORT OF CONCRETE POUR PROJECT NAME:_— y PROJECT NO.:_ DATE: TEMP_: a TOTAL YARDS: LOCATION OF POUR: Load & Slump Batching Batching I Time In Yards Concrete % of Ticket� ' No.ci Truck# Inches i In I Out Minutes I Temp. , Air, I — Cylinders 1100 Sq 107, 5 I I i I I I I I I I I I ! I 1 I I INSPECTOR: Cy ,-j i REMARKS: -3 5 c' SON 089:6) LOOZ 0[ fEW OSBDZLYL19 xej S13F o Of Massachusetts: 'Thee 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 04/09/2007 Report No. 6 Job Number 10941 Attn: Tom Perry Hyannis Building Department : Project Flagship Ssta€es�Townhou -Hann yis 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction n Concrete Co. Cape Cod Ready Mix ( o 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 CLASS CONCRETE: 3500# No. Of Sets: 1 CUBIC YARDS: 44 SET 1 LOCATION: S.O. , building 41h,orth Total Unit Slump(in.) 4 1/2 Lab Size Area ate Date Age Load Load Fracture' Air Temp.(F.) 39 No. (in.) (sq.in.) Condition Cast' Tested Days (lbs.). (psi.) Type Conc Temp(F) 58 E585 4 x 8 12.56 Good 04/09/2007 04/16/2007 7 37,000 2,950 2 Truck No. 72 E586 4 x 8 12.56' Good 04/09/2007 04/23/2007 14 44,000 3,500 4 Ticket No, 42117 E587 4 x 8' i2 56• : Good ` 04/09/2007 05/07/2007. 28 61,000 4-,860 2 Time 8:20 E588"' 4 x 8 '. 12 56 - Good,i- 04/09/2007 05/07/2007,. 2,81 610,000 4,780 2 E589 4 x 8 12.56 Good 04/09/2007 05/07/2007 28 58,000 4,620 1 Unit Wtlbs/cu ft Air Content(%) GENERAL-REMARKS:'.' *p2% ':non--chloride r , Inspector Premium 'Travel' Name Time Hours, Time J. Kielty No Min Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES r J i f ICI n I ; ._ .. �,.. (1)Cone (2) Cone and Split (3) Cone and Shear (4)Shear { "olumnam Oiir reports `are available in PDF7form via email Please email us at reports@utsofmass.com` or mor `"nfooationr°•- * 'S m ......,,. ....,,..«. ...- �'' Advantage Construction' ttn: D n 0r Neillv.-- i _ 'MRM Mark'Marinaccio, 'Arch..;. :': 'Attn: Mark�Marinaccio . C. Flood Consulting Attn: Stacy ac.... .. ' Y Flood' , .. Of Massachusetts, 'The:. Con"struction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 04/09/2007 Report No. 6 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT `Total Pour: S.O.G. , building #1 Method of Placement: ®Pump ❑Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑Vibrator ❑X Other Other: shovel & vibratory screed Cylinder.Fabrication Location: ❑ Truck Discharge Chute ❑X End of Pump Hose Cylinder Storage: ❑X Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑X None ❑ Other Slump Specification (in.) 4-5 Number of slumps out of specification reported to If rejected Approved by Supt. Joe Lampalot Remarks: No problems observed with concrete placement. UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 04/09/2007 Attn: Tom Perry Report No. 6 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment ,905 08:48 14013538578 MICHELLE HARRINGTON PAGE 01 Of PkIlawbusoftmc On* Crwuft cftn Taft dab_ �s Page#� DAILY REPORT OF CONCRETE POUR PROJECT NAME: . F!_f1QWP E TAT4 a)A&WI S PROJECT NO.- / ,SATE: AIR TEMP.: 39'TOTAL YARDS: 9-+ ybs LOCATION OF POUR: 5019 0 t-P I tiC ! Load & Slump j Batching I Batching I Time In Yards Concrete I %of Ticket# . i No. of #Truck Inches j In - _ I.Out ; Minutes Temp. Air Cylinders -- I � l/it j `7 7:00 I g:OS e I i �Z(to j r 9 30 190 r / 3s7s3 S ( `7' Z5_116 .56 i 85 i j 1 35'7_5'7 I ! 1 1 I i � I ' I I i ! I tiSPECTOR: to 1�1Ee.7y REMARKS: 'R10 3� NW 2,1001 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438.62118 i Oaf M ksachu ettS 'The Constrluction Testing People" -Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 03/14/2007 Report No. 5 Hyannis Building Department Job Number 10941 Attn: Tom Perry Project Flagship Estates Townhouse-Hyannis 368 Main Street Hyannis, MA 02601 Contractor Advantage, Construction 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 CLASS CONCRETE: 3000# 3 No. Of Sets: 1 CUBIC YARDS: 23 SET 1 LOCATION: Buildin #4, North wall Total, Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 55 No. (in.) (sq.in.) Condition Cast. Tested Days (lbs:) (psi.) .Type Conc Temp(F) 60 X933 4 x 8• 12.56 Good` ` '03/14/2007 03/21/2007- '7' ' 24,000 1,910 3 Truck No. 72 X934 4 x 8 12.56 Good 03/14/2007 03/28/2007 14 36,000 2,870 1 Ticket No. 41768 X935 4 x 8 12.56 Good 03/14/2007 04/11/2007 28 53,000 4,220 2 Time 12:30 X936 4 x 8' - 12:56 "Good'---'03/14'/'2007 "0'4'/11/$007 28' "'S'2,'000 4 140 .,,.1 - Unit_Wt lbs/cu f X937 '` "'4 x '8 12i56 Good 03/14'%2007 04/11/,2007 28 55 000" 4`38'0 2 :, '•���, , �.r .. JS �, , i - d^ Aic.Content.(% P GENERAL REMARKS: Inspector Premium Trove(_ Name Time Hours Time B. Durante No Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES (1) Cone (2) Cone and Split (3) Cone and Shear (4)Shear (5) i 0ur'reports are_ available in PDF form via emailr Please emarl us. at reportsC?utsofmass com for more information -- - ""--•-- y 1 i cc: Advantage Construction Attn: GDonO Neill _ .. MRM Mark Marinaccio, Arch. Attn: 'Mark Marinaccio Flood Consulting n:;j`Stacy"t Flood f INassachusetts 'The C:onstructian Testing People'' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 03/14/2007 Report No. 5 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT `Total Pour: Building #4 walls Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: © Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑X Trailer ❑ Field ❑ Other Placement Protection: []Thermal Blankets ❑ Heat ® None ❑X Other Slump Specification (in.) 3-5 Number of slumps out of specification reported to If rejected Approved by Remarks: 3Zoz �• � Of Mas'sachuse#ta '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 04%10'/2007 Report No. 6 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Q Hyannis, MA 02601 Contractor Advantage Construction �f WEATHER: _TIME: CONTACT: SUMMARY: Transported l set of cylinders cast on 4/9/07 to the lab for testing. GENERAL REMARKS: Inspector Premium,;. Travel a Name-,.,. Time Hours `Time J. Harr No REVIEWED BY: William P. Crabtree W7 � Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood r w4W 4�w-,..ra 't S,.S.. .. _ ON ` Of Massachusetts '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 04/09/2007 Report No. 6 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction 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 CLASS CONCRETE: 3500# 3/4" * No. Of Sets: 1 CUBIC YARDS: 44 SET 1 LOCATION: S.O.G. , building 41 north Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 39 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp (F) 58 E585 4 x 8 12.56 Good 04/09/2007 04/16/2007 7 37,000 2,950 . 2 Truck No. 72 E586 4 x 8 12.56 Good 04/09/2007 04/23/2007 14 44,000 3,500 4 Ticket No. 42117 E587 4 x 8 12.56 Good 04/09/2007 05/07/2007 28 Time 8:2 0 E588 4 x 8 12.56 Good 04/09/2007 05/07/2007 28 Unit Wt Ibs/cu f E589 4 x 8 12.56 Good 04/09/2007 05/07/2007 28 Air Content(% GENERAL REMARKS: 2% non-chloride Inspector Premium Travel Name Time - Hours Time J. Kielty No Min Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES 1 II r k 1 (1) Cone (2)Cone and Split (3) Cone and Shear (4) Shear (5) Columnar Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood 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 04/09/2007 Report No. 6 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete CO. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: S.o.G. , building #1 Method of Placement: ❑X Pump ❑Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑Vibrator ® Other Other: shovel & vibratory screed Cylinder Fabrication Location: ❑ Truck Discharge Chute ® End of Pump Hose Cylinder Storage: ❑X Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: []Thermal Blankets ❑ Heat ® None ❑ Other Slump Specification (in.) 4-5 Number of slumps out of specification reported to If rejected Approved by Supt. Joe Lampalot Remarks: No problems observed with concrete placement. UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 04/09/2007 Attn: Tom Perry Report No. 6 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment M5 OB:48 14013538578 MICHELLE HARRINGTON PAGE 01 OfPkumhuftftIm w � s Page# DAILY REPORT OF CONCRETE POUR PROJECT NAME: � i_�N(P 6 -wgrs jj xwts PROJECT NO.- / ATE: o 4 -a 9-o 'l AIR TEMP.: TOTAL YARDS: f+ LOCATION OF POUR: i-P I tiJ G 1 Load Slump j Batching I Batching I Time In Yards , Concrete I %of Ticket# No. of Truck# Inches j In Out ; Minutes ; ; Temp. Air Cylinders `70 1;00 8:0.5 C 5 No j 7 Z %Zh 7 Z 8 !55 �z 5� ° '—" 4Z lf'7 ' A- 5 j 90 a 8 ( TZ5_IB '56 185" j 1 I I I I I r ' 1 I i I I i i I i I NSPEC OR: -J OHto kin- REMARKS: '-'2430 NW 24p 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438.6216 32 o Of Massachusetts 'The Construction Testing Pe' pie' -Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 03/09/2007 Report No. 4 Hyannis Building Department Job Number 10941 Attn: Tom. Perry Project Flagship Estates Townhouse-Hyannis 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction 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 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 28 SET 1 LOCATION: West Wall, Buildin #3 NN .Of Total Unit Slump(in.) 4 1/2 Lab Size Area bate Date Age Load Load Fracture Air Temp. (F.) 30 No. (in.) (sq.in.) Condition .Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 55 X314 4 x 8 12.56 Good 03/09/2007 03/16/2007 7 26,000 2,070 3 Truck No. 72 X315, 4 x 8 12..56 Good 03/09/2007 03/23/2007 14 37,000 2,950 4 Ticket No. 41681 X316 4 x 8 12.56 Good -03/09/2007 04/06/2007 28 55,`000 4,380 2 Time 12:0 0 X317 4 x 8 12.56 Good 03/09/2007 04/06/2007 28 56,000 4,460 1 7 28 58,000 4,620 z Unit Wtlbs/cuf X318 4 x 8 12.56 Good 03/09/2007 04/06/200 Air Content GENERAL REMARKS: .. , Inspector Premium Travel Name Time. Hours Time C. Whiffen No Max Day 2 Hr(s) REVIEWED BY:. Robert S. Granada FRACTURE TYPES Split (3) Cone and Shear (4)Shear (5) Columnar Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. ! f (iCci i3 r L. �f "__-. .......... 1 ^ J + T ti `}0 Advantage Construction -- - W-Attn.:.... Don 0.'Nei11._ - - ----- MRM Mark Marinaccio; Arch. e. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood 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 03/09/2007 Report No. 4 Job Number 10 941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn• Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: walls. and ilding 3 Method of Placement: rTpamr, Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: © Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: []Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑X Trailer ❑ Field ❑ Other Placement Protection: ®Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 4-5 Number of slumps out of specification reported to If rejected Approved by Remarks: -ti Of Massachusetts The Construction Testing People' -Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) C Compressive Strength Report - Concrete Report Date 03/05/2007 0 Report No. 3 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix Q2'(0 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 _ CLASS CONCRETE: 3000# No. Of Sets: 1 CUBIC YARDS: 33 SET 1 LOCATION: wall buif ding 1 north wall Total Unit Slump(in.) 4 `1/2 Lab Size Area Date Date Age Load, Load Fracture Air Temp.(F.) 36 No. (in.) (sq.in.) Condition 'Cast Tested Days (lbs) (psi.) Type Conc Temp(F) 62 U123 4 x 8 12.56 Good 03/05/2007 03/12/2007 7 27,000 2,150 3 Truck No. 83 U124 4 x 8 12.56 Good 03/05/2007 03/19/2007 14 '' ' U125 4 x 8 12.56 Good 03/05/2007. 04/02/2007 28 Ticket NO. 41637 Time 12:00 U126 4 x 8 12.56 Good . 03/05/2007 04/02/2007 28 Unit Wtlbs/cu ft U127 4 x 8 12.56 Good 03/6S/2007­ 04/02/2007 ­28 " - Air Content(% GENERAL REMARKS: * 1% Accell Inspector f" Premium Travel=r. Name Time Hours. Time C. Whiffen No Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES a 71. 1 Cone 2 Corie and S lit O O p• (3)Cone and Shear (4)Shear' `(5)Columnar , `Our-reports-»-are available in-PDF,.form-via.-email.. -Pleas e.__ema l.,us,_at,.,reportsQutsofmass.com +r­m­ore � n£o ation *�^ < ice ; ,�"i0� ; '.. " ' ^r )yt.. ., � ------ ..... .... . ........L.. ...__,.......... f r �.q � tt;. ,+"�.-: } Advantage-Construction _ Attn; ..Don O'Neill..,__ ___. MRM-Mark Marinaccio, Arclt.'_ Attn: Mark Marinaccio ' Flood Consulting* Attn: Stacy Flood f 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 03/05/2007 Report No. 3 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete CO. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Building #1; north, south and west*walls- Method of Placement: ❑Pump ©Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑X Trailer ❑ Field ❑ Other Placement Protection: ©Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 4 - 5 Number of slumps out of specification reported to If rejected Approved by Remarks: Of Massachusetts 'The Construction Testing People' -Page 1 i vo 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-621633E-49MA _6 N 10: ; 3 Soil Inspection Report Report Date 02/21/200.7 Report No. jls'` Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry n 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction n 1 WEATHER: Clear, 30 Is TIME: N/A -CONTACT: Joe Lambalot of Advantage Construction PURPOSE: Soil evaluation EQUIPMENT: Excavator TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑X Staff Engineer ❑ Engineer _ OBSERVATIONS This report follows a geotechnical inspection/evaluation of the footing base. Its contents were discussed with Joe Lambalot during this visit. - - , } ;' ,. .g._. , : .. _._: t � , ,ion (see .The, Buildirig�.#?„Type, B footing ,sub rade consists of natural sandy gravel ,soils at `locat , sketch) :- , The subgrade-exhibited -stable, compact and dry conditions.- These subgrade conditions should-be considered suitable for 3 KSF soil bearing pressure." Test pits were excavated :through suspect. fill at footing grade. (see sketch)--to review the subgrade, conditions with depth. . The testpits revealed 1 to 3 feet of fill/buried organics.with root structure underlain by natural sandy gravel soils. The fill and organics are to be removed to expose the natural sandy gravel consistent with the rest of the building footing subgrade. The over-excavation below footing grade should be' replaced with structural fill in controlled compacted lifts. A sample of fill sourced from P. A. Landers was-Icollected and'submit'ted; to UTS lab for testing.in this regard. - Inspector Premium Travel,- Name 'Time Hours . _ Time I J_McCarthy,, No 4.00 2 Hr(s). REVIEWED BY: '"Chuck Fraser r r7'j' ,..tt:i. •`S t:i]�.t ='c C}F '..i'i. ,Cr(C'i. '�,." »:� r.�.,t._r ,,_ Our reports are available in PDF form via email. Please email us at reportsOutsofmass.com for more information. cc: Advantage,Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood LIT Z;Massachusetts, Inc. Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 02/21/2007 Attn: Tom Perry Report No. 1 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment LP y c� a A C O .. 3 a o °� �P m D Z 7 1 5 >�ip tp I C/) �� I i FM r- T Q r ' 1 Q 3a o Of Massachusetts w. _The Construction Testing People' t -Page 1 8�',PW TABLE 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781438-6216(Fax)2LIC17 t4A ; hIi IQ` Concrete Field Report Report Date 02/22/2007 Report No. 1.._. '_; atr"' —.--- Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry n 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction WEATHER:. TIME: CONTACT: SUMMARY: Transported one set of cylinders cast on 02/21/07 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time L. Villani No REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood 0 •' ..+.c x. +.,rasa. f Of Massachusetts '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 02/21/2007 Report No. 1 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction 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-. CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 22 SET 1 LOCATION: Footing, Building B, East Side Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 45 No. (in.) (sq..in.) Condition Cast Tested- Days (Ibs.) (psi.) Type Conc Temp(F) 68 R820 4 x 8 12.56 Good 02/21/2007 02/28/2007 7 24,000 1,910 2 Truck No. 62 R821 4 x 8 12.56 Good 02/21/2007 03/07/2007 14 Ticket No. 41563 R822 4 x 8 12.56 Good 02/21/2007 03/21/2007 28 2 R823 4 x 8 12.56 Good 02/21/2007 03/21/2007 28 Time :41 R824 4 x a 12.56 Good 02/21/2007 03/21/2007 28 Unit Wt Ibs/cu ftAir Content(% GENERAL REMARKS: * 1% Accelerator Inspector Premium Travel Name Time Hours Time P. Treska No Min Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES 1 A II ti (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood 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 02/21/2007 Report No. 1 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: Footing, Building B Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑Vibrator ❑X Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑X Trailer ❑ Field ❑ Other Placement Protection: []Thermal Blankets ❑X Heat ❑ None ❑ Other Slump Specification(in.) 4-5 Number of slumps out of specification reported to If rejected Approved by Remarks: q. s Of Massachusetts 'The Construction Testing People' j/ g .,i AR) ,€ .BLLPage 1 5 Richardson Lane, Stoneham,MA 02180 781438-7755(Voice)781-438-6216(Fax) 2007 MAR —2 PH 4: I I Reinforcing Steel Report Report Date 02/21/2007 Report No. 1__ CiiVI ION Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street2 S Hyannis, MA 02601 Contractor Advantage Construction a� 0S CONTACT: Joe Lambalot TIME OF INSPECTION: 12.:3II PM TIME OF CONCRETE PLACEMENT: 2 : 00 PM SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 n ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 3 J Q CONTRACT.DRAWINGS: s1-1B, So-1, s3-1 .., REVISION NUMBER: #2 '• 0v .,., BATED 11'/01/07 ..- t SHOP DRAWING($)_:R o2 PROJECT SPECIFICATIONS: 03300 -- _.n... OTHER: DRAWINGS STAMPED: YES X NO AREA REVIEWED: Building "B" footing; 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' r X. Bar Spacing. X Bar Quaritity Placement and tying - �� yu:, a r ❑X fThe details in the a bove'descnb.edre.aa(s)were complete at the time of this inspection , The results of th�sHinspection were discussed with the aforementioned contact persons priorao departure from the project site... r r, ..GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time P. Treska No Of Massachusetts '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 02/21/2007 Report No. 1 Job Number 10 941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction .-REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood 32-6 - S q , Of Massachusetts '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 03/05/2007 Report No. 3 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction 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 CLASS CONCRETE: 3000# -�" No. Of Sets: 1 CUBIC YARDS: 33 SET 1 LOCATION: wall ilding 1 t north wall Total Unit Slump (In.) 4 1/2 Lab Size Area Date Date Age Load Load ;Fracture Air Temp. (F.) 36 No. (in.) (sq.in.) Co n Cast.. Tested Days (Ibs.) (psi.) Type COnc Temp(F) 62 U123 4 x 8 12:56 Good 03 e /05/2007 03/12/2007 7 27,000 •2,150 3 Truck a 62 83 U124 4 x 8 12.56 "Good ` 03/05/2007 03/19/2007: 14• 37,•600 2,950 4 Ticket No. 41637 U125 4 x 8 12.56 Good 03/05/2007 04/02/2007 28 45,000 3,580 2 Time 12:00 U126 4 x 8 12.56 Good 03/05/2007 i 04/02/2007 28 46,000 3,660 1 Unit Wt Ibs/cu f U127 4 x 8� 2'5'6 Good '03/05/2007 04/02/2007 - 28 49 000•• 3 900 4. Air Content'(%. a. GENERAL REMARKS: 1 o Accell. Inspector Premium Travel ;- Name Time Hours Time C. Whiffen No Max Day 2 Hr(s) REVIEWED BY:, Robert:'S., Granada FRACTURE TYPES ON 1 ; I e > 1 Cone 2 Conefand S'ilit 3 Cone'and Shear 4 Shea O O pi O• O 5)}Columnar, . ., *�,_�:.. ...... .... Our....reports_.are;.available_.in.-PDF form mail. Please email us at re orts®utsofmass com for more information R via_e._.._ . . ...-. ...._. .... _ _._.j _...._ cc:--.• -- •Advant'ag6.,construction Attn: Don O'Neill _ .... .- MRM Mark Marinacdi.o, Arch'. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood 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 03/05/2007 Report No. 3 Hyannis Building Department Job Number 10941 Attn: Tom Perry Project Flagship Estates Townhouse-Hyannis 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total pour: Building #1; 'north, south and west walls Method of Placement: ❑Pump ❑Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ©Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑X Trailer ❑ Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 4 - 5 Number of slumps out of specification reported to If rejected Approved by Remarks: 0 Of Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755.(Voice)781-438-621.6(Fax) Concrete Field Report Report Date 03/1(6/2 0,07 Report No. 4 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 1 set of cylinders cast on 3/14/07 to the lab for testing. d� GENERAL REMARKS: Inspector Premium Travel _ Name Time Hours Time Courtney Giguere No REVIEWED BY: William P. Crabtree /_ �T Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood w•:r...�< r ._«::+.k.r.sr...«.-c se,�..r_w:ar«_.:.s...> . ...s..s:.:,.s _ ,x.e.«;.. >:-.��:,.nx i..�.....n a,:..«-..•<:.. h.:.•..w- -r..,:..< ,.:..,..: . ..,..•rs_ ,....: �.i^'. rr.�.,.. �^' ,.vz...,ic .�._..._..>.7... ...,.a,., {;! S Of Massachusetts '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 03/16/2007 Report No. 5 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction WEATHER: .TIME: CONTACT: SUMMARY: Transported 1 set of cylinders cast on 3/15/07 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time. Courtney Giguere No REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood Of Massachusetts '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 03/14/2007 Report No. 5 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction 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 CLASS CONCRETE: 3000# 3/4" No. Of Sets: 1 CUBIC YARDS: 23 SET 1 LOCATION: Building #4, North wall Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 55 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 60 X933 4 x 8 12.56 Good 03/14/2007 03/21/2007 7 24,000 1,910 3 Truck No. 72 X934 4 x 8 12.56 Good 03/14/2007 03/28/2007 14 36,000 2,870 1 Ticket NO. 41768 X935 4 x 8 12.56 Good 03/14/2007 04/11/2007 28 X936 4 x 8 12.56 Good 03/14/2007 04/11/2007 28 Time 12:30 X937 4 x 8 12.56 Good 03/14/2007 04/11/2007 28 Unit Wt IbS/CU ft Air Content(% GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time B. Durante No Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES � � I (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood 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 03/14/2007 Report No. 5 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: Building #4 walls Method of Placement: ❑Pump ©Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑X Trailer ❑ Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑X None ❑X Other Slump Specification (in.) 3-5 Number of slumps out of specification reported to If rejected Approved by Remarks: Of Massachusetts V� '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 02/23/2007 Report No. 2 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368.-- Main Street Hyannis, MA 02601 Contractor Advantage Construction �(�f Concrete Co. Cape Cod Ready Mi-x 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 CLASS CONCRETE: 3000# 3/4 1f No. Of Sets: 1 CUBIC YARDS: 33 SET 1 LOCATION: Footing, East ~ Total Unit Slump (in.) 4 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 31 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp (F) 67 S664 4 x 8 12.56 Good 02/23/2007 03/02/2007 7 ..2.6,000 2,,070 4 Truck NO. 53 S665 4 x 8 12.56 Good 02/23/2007 03/09/2007! 7 14 136 00.0....,. 2,870 1 Ticket No. 41577 S666 4 x 8 12.56 Good 02/23/2007 03/23/2007 28 55,000 4,380 4 Time 2:00 S667 4 x 8 12.56 Good 02/23/2007 03/23/2007 28 58,000 4,620 1 "`'' Unit Wt Ibs/cu f S6.68 4.x 8 12.56 Good 02/23/2007 03/_23/2:007 ,.,,,,,••2.8., ,57,000 4,540 3 M ti_.. Air Content(% GENERAL REMARKS: Inspector Premium Travel' " Name , Time ,. Hours Time Courtney Giguere No Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES v � III (1)Cone (2)Cone and Split' ' '(3) Cone and Shear (4)Shear (5) Col mnar ,,Our repdrts"are-avai-lable_inPDF.form via email. Please email us at reports@utsofmass.com for more information. ( i i 5 ' - ._....r_._.... >t. •. CC`��`-, Advantage_I-Construction " ', r1 ;At,tn: -Don. r - _ r + � �., •— -- __. ...___ " MRM Markv Marinaccio, Arch. Attn: Mark..Marinaccio- Flood Consulting Attn: Stacy,Flood f .11 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 02/23/2007 Report No. 2 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT -Total Pour: North Wall, East and West Footing Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑ Other Other: Method of Concrete Consolidation: Q Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑X Trailer ❑ Field ❑ Other Placement Protection: []Thermal Blankets ® Heat ❑ None ❑ Other Slump Specification(in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: { Of Massachusetts The Construction Testing PeopW Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 03/09/2007 Report No. 4 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction 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 CLASS CONCRETE: 3000# 3/4" No. Of Sets: 1 CUBIC YARDS: 28 SET 1 LOCATION: west wall, Building #3 Total Unit Slump (in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture, Air Temp. (F.) 30 No. (in.) (sq. in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp (F) 55 X314 4 x 8 12.56 Good 03/09/2007 03/16/2007 7 26,000 2,070 3 Truck No. 72 X315 4 x 8 12.56 Good 03/09/2007 1 03/23/2007 14 37,000 2,950 4 Ticket No. 41681 X316 1 4 x 8 12.56 1 Good 03/09/2007 04/06/2007 28 Time 12:00 X317 4 x 8 12.56 Good 03/09/2007 04/06/2007 28 X318 4 x 8 12.56 Good 03/09/2007 04/06/2007 28 Unit Wt f Air Contentent(% GENERAL REMARKS: Inspector - Premium Travel Name Time. Hours Time. C. Whiffen No Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES . r (1)Cone (2)Cone and Split (3) Cone and Shear (4)Shear (5) Columnar Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood 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 03/09/2007 Report No. 4 Job Number 10941. Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Walls and Building 3 . Method of Placement: ❑Pump ❑X Chute Discharge ❑ Bucket ❑ Other Other: Method of Concrete Consolidation: ❑X Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑X Trailer ❑ Field ❑ Other Placement Protection: ❑X Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 4-5 Number of slumps out of specification reported to If rejected Approved by Remarks: Of Massachusetts �J— "Thib Construction Testing People -Page 1 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781438-6216(Fax) Reinforcing Steel Report Report Date 03/05/2007 Report No. 3 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction CONTACT: Joe Lambalot TIME OF INSPECTION: 8 :30`AM TIME OF CONCRETE PLACEMENT: 10 : 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: kREVISION.NUMBER: _ DATED. YSHOP DRAWING($): R-2 dated 2_%•14,, :PROJECT.SPECIFICATIONS.....0.3.3 - OTHER: DRAWINGS�STAMPED: YES X NO AREA REVIEWED: Building #1 walls: north, south, and west; ATTRIBUTES: REVIEWED Yes No Coverage'(Top Bottom and/or Inside Face Outside Face ) X Clearance n Cleanliness-(heavy rust,scale,mud,dirt,oil,etc. not permitted) Bar Supports X y j 4' Bar Spacing ti; X Bar Quantity Placement and tying - .4n....i.d pelt � 1E.. .,�..,,....e.n ,<r.:tTt•':.m,"., ❑X The details in the above described areas)were complete at the time of this inspection. „ ,•, .,,.d ..•. -x•w» �- .,., 0 F T.lie"results of this i.nsp6ct on,were,discussed�with the'aforementionedcontact persons prior to departure from the.project site ,. GENERAL REMARKS: _ Inspector Premium Travel Name Time Hours Time C. Whiffen No f Of Massachusetts . 'The Construction Testing PeopW Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 03/05/2007 Report No. 3 Hyannis Building Department Job Number 10941 Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction .REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reports®utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood Of Massachusetts � Th'e Construction Testing Peoplem Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Reinforcing Steel Report Report Date 03/09/2007 Report No. 4 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction CONTACT: Joe Lambalot TIME OF.INSPECTION: 9 : 00 AM TIME OF CONCRETE PLACEMENT: 11 :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 .1C, S3 . 1 REVISION NUMBER: #2 DATED: 1/11/07 SHOP DRAWING(S): PROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES X NO AREA REVIEWED: Building #3 walls; ATTRIBUTES: REVIEWED Ye-__ s No Coverage(Top Bottom and/or Inside Face Outside Face ) 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 QX The details in the above described area(s)were complete at the time of this inspection. 0 The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time C. whiffen No Of Massachusetts , '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 03/09/2007 Report No. 4 Hyannis Building Department Job Number 10941 Attn: Tom Perry Project Flagship Estates Townhouse-Hyannis 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood �Zd ^Of Massachusetts 'The Construction Testing People' -Page 1 d��ijro a�r 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) 1AA y 9 Compressive Strength Report-Concrete Report,Date_.___03/05/2007 Report No. 33;VI Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry n 368 Main Street i Ad t t onracor vantage Construction Hyannis, MA 02601 C Concrete Co. Cape. Cod Ready Mix l 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 CLASS CONCRETE: 3000 3/4' * No. Of Sets: 1 CUBIC YARDS: 33 SET 1 LOCATION: wall uilding 1 t north wall Total Unit Slump(in.) 4 1/2 Lab Size Area ate` Date Age Load Load Fra6tur6 Air Temp.(F.) 36 No. . (in.) (sq.in.) Condition Cast, Tested Days (lbs.) (psi.) Type Conc Temp(F) 62 U123 4 x 8 12.56 Good 03/05/2007 03/12/2007 7 27,000 2,150 3 Truck No. 83 U124 4 x '8 12.56 "''Good' '03/05/2007 03/19/2007 14• 37,000 2,950 4 Ticket No. 41637 U125 4 x '8, �12t"56•' ''Good 03/05/2007 04/02/2007 28 a Time 12:00 U126 4 x 8 12.56 Good 03/05/2007 04/02/2007 28 U127 4 x 8 12.56 Good 03/05/2007 04/02/2007 28 Unit Wtlbs/cu ft ..n•.u.n.,n„nx..,n....,..:,w,.,ur.:.• ... .,,.,,,,.ws.,..,..,. .-:,.«..,_,,..n,...«,.�..,•,...e.. w.- ..w...r,„.N,R.,.,...w..w:.. .... „..., ,.,. ,,.,.,, .,.,,..�.w• :.:w.,..,. ,,..:. ..,..R,,,�,. ._,.+..,,.. Aircontent ...,,> ..., :,,-,.,., �_ �t:°�.�•s Y'i•;'A• JD' ... _ .T.,, r,r '.1! ..'7 y..: e, 'C'i �f.S. ...,.,. ,._. .> ., GENERALREMARKS: . *.:1%"Accel`L.. Inspector ~' Premium Travel ° Name Time Hours Time C. whiffen No Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES Ile l ' • It Cone'and S .. ;... ,. ;: '" 1 Cone 'pliti` (3)Cone Shear `' (4)�Shear (5)Columnar as..ow..x.,axa,ns , q.. _u».i,. .r.._....I:..t.:' .. . ...... ....:. ..:.. ,....•_... �.,..., ,. .. .......,-.......- ..... ...,. __. .. . Ou r reports are available in PDF form via email. Please email us at reports®utsofmass.com for more information. 4 � r ttc , Advantage Const'ruction �£ �' ` Attu; Dori• O'Neill•,. _. _. a , f A MRM Mark Marinaccio, Arch.' Attri: Mark_Marinaccio Flood Consulting Attn: Stacy Flood """ �I f 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 03/05/2007 Report No. 3 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: Building #1; north, south and west walls Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑ Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ® Trailer ❑ Field ❑ Other Placement Protection: ®Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 4 - 5 Number of slumps out of specification reported to If rejected Approved by Remarks: --Of Massachusetts '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 03/09/2007 Report No. 4 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street n. Hyannis, MA 02601 Contractor Advantage Construction 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 CLASS CONCRETE: 30004 3/411 No. Of Sets: 1 CUBIC YARDS: 28 SET 1 LOCATION: west Wall, Building #3 Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date. Age Load Load fracture Air Temp.(F.) 30 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.)' (psi.) Type Conc Temp(F) 55 X314 4 x 8 12.56 Good 03/09/2007 03/16/2007 7 26,000 2,070 3 Truck No. 72 X315 4 x 8 12.56 Good 03/09/2007 03/23/2007 14 Ticket No. 41681 X316 4 x 8 12.56 Good 03/09/2007 04/06/2007 28 Time 12:00 X317 4 x 8 12.56 Good 03/09/2007 04/06/2007 28 X318 4 x 8 12.56 Good 03/09/2007 04/06/2007 28 Unit Wt Ibs/cu ft Air Content(%) GENERAL REMARKS: Inspector Premium Travel Name Time. Hours Time C. Whiffen No Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES J J V 1 (1)Cone (2)Cone and Split (3)Cone and Shear (4)Shear (5)Columnar Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood ,Fu . . . -,Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781438-6216(Fax) Compressive Strength Report - Concrete Report Date 03/09/2007 Report No. 4 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT 'Total Pour: walls and 'Building 3 Method of Placement: Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑ Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑X Trailer ❑ Field ❑ Other Placement Protection: ®Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 4-5 Number of slumps out of specification reported to If rejected Approved by Remarks: 30?0 -� Of Massachusetts '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 02/21/2007 ©� Report No. 1 Job Number 10941 CD Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction p� Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 -ALL COMPRESSIVE STRENGT TS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 3000 3/4" * No. Of Sets: 1 CUBIC YARDS: 22 SET 1 LOCATION: Footin , Building B, ast Side Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp. (F.) 45 No. (in.) (sq.in.) .Condition Cas Tested., Days (Ibs.) (psi.), Type Conc Temp(F) 68 R820 4 x 8 12.56 Good 02/21/2007 02/28/2007 7 24,0010 1,910 2 Truck No. 62 R821 4 x 8 12.56 Good 02/21/2007 03/07/2007, - 14 36,000 2,870 z Ticket No. 41563 R822 4 x 8 12.56 Good 02/21/2007 03/21/2007, .,.28 Time 2:41 R823 4 x 8 12.56 Good 02/21/2007 03/21/2007 28 R824 4 x 8 12.56 Good 02/21/2007 03/21/2007 28 Unit Wt Ibs/cu ft Air Content(% GENERAL REMARKS:' -* 1 o Accelerator.;` g _ . Inspector Premium Travel. Name Time Hours Time P. Treska No Min Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES ti tt4{ 1 fr!1 ­(1) Cone 2:Cone'and S lit r:..O „( )` p (3)Cone and Shear (4)Shear.. (5)Columnar x,T Our reports are available in PDF form via email. `Please"'email"us,at..reports@utsofmass com or more information r Advantage_CoristrLction• .. _�. Attn:. Don'O'"Neill— __, ...1_..-._-.°--__- Jt-- .-. ._. ..._ _.._...._..,.. MRM Mark.Marinaccio .Flood Consulting `' ' ' At Stacy Flood - 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 02/21/2007 Report No. 1 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Footing, Building B Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑Vibrator ❑X Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑X Trailer ❑ Field ❑ Other Placement Protection: ❑Thermal Blankets © Heat ❑ None ❑ Other Slump Specification (in.) 4-5 Number of slumps out of specification reported to If rejected Approved by �`'remarks: 1 Of Massachusetts '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 04/0'9/2007 Report No. 6 Job Number 10 941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry /I 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction 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 CLASS CONCRETE: 3500# 3/4" * No. Of Sets: 1 CUBIC YARDS: 44 SET 1 LOCATION: S.O.G. , building #1 north 4 'Total Unit Slump(in.) 4 1/2 Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 39 :'�: s ) No., (in.) (sq.m.) Condition' 'Cast Tested,:, Days (Ibs.) (psi, Type COnc Temp(F) 58 E585 4 x 8 12.56 Good 04/09/2007 04/16/2007 7 37,000 2,950 2 Truck No. 72 E586 4 x 8 12.56 Good 04/09/2007 04/23/2007 14 _ .__.,_" ,� ,T_...,, Ticket No. 42117 E587 4 x 8 "' 12.5' -,,.'Good,...,w...,04/-Q9,/2007 05/07/2007 28 Time 8:2 0 Good _04/:09,/2007 ..05/07/2007 : .,:.. 28. ._ Unit Wt E589 4 x 8 12 56: yGoo04/09/2007 .05/0171/2007 28 AirContent°(% GENERAL REMARKS: * 2 o non-chloride , Inspector Premium Travel Name ' Time. Hours Time J. Kielty No Min Day 2 Hr(s) r REVIEWED BY: Robert S. Granada FRACTURE TYPES 7 • i 1 Cone 2'-Cone'andS lit 3 Cone and Shear O..._Cone:and- P _( )_ O l5)Columnar ,— ear 4 Shear � Our reports are_ available in=PDF form,via email " Please email us�at_reportsC�utsofmass.comtfor mre informaaion t i J r .a r. CC: Advantage Construction Attn: .Dori O'Neill --• MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood f Of Massachus.etts :. 'The Ceristruction Testing Reopl ' Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report -Concrete Report Date 04/09/2007 Report No. 6 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete CO. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: S.O.G. building #1 Method of Placement: ©Pump ❑Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ❑Vibrator' ® Other Other: shovel & vibratory screed Cylinder Fabrication Location: ❑ Truck Discharge Chute ® End of Pump Hose Cylinder Storage: ❑X Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ® None ❑ Other Slump Specification (in.) 4-5 Number of slumps out of specification reported to If rejected Approved by Supt. Joe Lampalot Remarks: No problems observed with concrete placement. UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 04/09/2007 Attn: Tom Perry Report No. 6 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment t005 08.48 14013538578 MICHELLE HARRINGTCN PAGE 01 ,(rr. of hu. *n* COnsttucftn Tati 1g !a Page#� DAILY REPORT OF CONCRETE POUR PROJECT NAME: Ella1P 65-rATes ijkAwis PROJECT NO.: .DATE: 04 -a 9-o 7 AIR TEMP.: 39 ' TOTAL YARDS: f+ !OCATION OF POUR: U,�D 1 ti ! Load & Slump j Batching I Batching I Time In Yards . , Concrete I %of. Ticket# i No. of Truck# Inches j In � Out i Minutes ; ; Temp. Air Cylinders 7Z %zb 7sZO 8- I5 "�� 56 ° —' 4z1r7 A-$` i 8 f `7; Z 516 ,50 i 8 5- � 3573 I I J i I i j I I N S P E TO P: HA) ,Ee.7Y REMARKS: *d0 3¢ NW Z� 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 43a-7755 Fax (781) 438-6216 Of Massachusetts '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 02/27/2007 Report No. 3 Job Number 10941 Hyannis Building Department project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction WEATHER: .TIME: CONTACT: SUMMARY: Transported 1 set of cylinders- cast on 2/23/07 to the lab for testing. GENERAL REMARKS: Inspector ; Premium w Travel Name - Time Hours Time G. Goodhue No REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood . --g .7" P "«J eti� -ram In s.:....♦a �J..A F:,^'�:�.n...x� i:.C.. .w3: .'.... n �xP� .iiK 59.a,....•..... 'Zi ,.'i+t.-i:.'«....Y TI d. -.w..5+2"_TRit€' - .. ^r•x nq. Of Massachusetts 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 02/23/2007 Report No. 2 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction 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 CLASS CONCRETE: 3000# 3/41± No. Of Sets: 1 CUBIC YARDS: 33 SET 1 LOCATION: Footing, East _ Total Unit Slump(in.) 4 Lab Size Area Date bate Age Load Load Fracture Air Temp. (F.) 31 No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi,) Type Conc Temp(F) 67 S664 4 x 8 12.56 Good 02/23/2007 03/02/2007 7 26,060 2,070 4 Truck No. 53 S665.. . 4 x 8 12_56 Good 02/23/2007 03/09/2007 14 36,000 2,870 1 Ticket No. 41577 S666 4 x 8 12.56 Good 02/23/2007 03/23/2007 28 Time 2:00 S667 4 x 8 12.56 Good 02/23/2007 03/23/2007 28 Unit Wtlbs/cu ft S668 4 x 8 12.56 Good 02/23/2007 03/23/2007 28 Air.Content(°(o). GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Courtney Giguere No Max Day 2 Hr(s) REVIEWED BY: 'Robert S. Granada FRACTURE TYPES ,1 I _ f. 1 1 •n .-.. .. . (1)Cone (2) Cone and Split (3)Cone and Shear (4)Shear (5)Columnar `. Our reports are available in PDF form via email. Please email us at reports@utsofmass.com`for moreinforation V. p21, �- a .. _ ------ r t fs -'Advantage Construction -Attn:• -Don-•O!CC.! Neill.._ „± __ FF " -----•-- MRM Mark Marinaccio,• Arch. Attn: Mark-Marinaccio , Flood Consulting - Attn: Stacy Flood Of Massachusetts to -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 02/23/2007 Report No. 2 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: North Wall, East and West Footing Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ©Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑X Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑X Trailer ❑ Field ❑ Other Placement Protection: ❑Thermal Blankets 0 Heat ❑ None ❑ Other Slump Specification (in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: Of Massachusetts '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 03/06/2007 Report No. 2 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction WEATHER: .TIME: CONTACT: SUMMARY: Transported one sets of cylinders cast on 03/05/07 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time M. Hodgson No REVIEWED BY: William P. Crabtree / Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Cc: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood -_.. i s z;� 7, ` Of Massachusetts The Construction Testing People' ! i a FLI -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report..Date02/23-/-2�90-7— Report No. '}V Hyannis Building Department Job Number 10 941 0 10, Attn: Tom Perry Project Flagship Estates Townhouse-Hyannis 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction 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 CLASS CONCRETE: 3000# 3/411 No. Of Sets: 1 CUBIC YARDS: 33 SET 1 LOCATION: Footing, East Total Unit Slump(in.) 4 Lab Size Area Date Date Age Load Load fracture Air Temp. (F.) 31 No. (in.) (sq.in.) Condition Cast Tested Days (Ibs.) (psi.) Type Conc Temp(F) 67 S664 4 x 8 12.56 'Good 02/23/2007 03/02/2007 7 26,000 2,070 4 Truck No. 53 S665 4 x 8 12:56 Good ' '02/23/2007 03/09/2007 14 Ticket No. 41577 . 5666`''' 4 x 8''" 12`56' Good"' 02/23/2007 03/23/2007 28' J Time 2:00 IS667 4 x 8 12.56 Good 02/23/2007 03/23/2007 28 Unit Wtlbs/cu ft S668 4 x 8 12.56 Good 02/23/2007 03/23/2007 28 Air Content(%) t GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Courtney Giguere No Max Day 2 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES f �. `fy/ I f' • L I O-Cone and Split p ' - 'F,•.(1);Cone " "' 2 - (3)Cone and Shear (4) Shear (5) Columnar <• .......,i s:..'.a S .^.K:ti:. mwt'.T 5.• n.:i:5.... i'.. _ .r "M.•.�:i .,n a..' Our reports are available in PDFaform via email. Please email us at reports@utsofmass.com for more in ormation."""' Y— } .., 2 C 1 .- J _t ^r t _.v..1U .. GC,? Advantage„Construction` � �-' -"'Attn: •Don O'Neill ; _•. ` MRM Mark-Marinaccio, 'A r­ch '•' 'Attn: Mark Marinaccio +Flood-Consulting = Attn: Stacy Flood - ='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 02/23/2007 Report No. 2 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Concrete CO. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: North Wall, East-and West Footing - - - - Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑Curing Box ❑ Thermal Blanket ❑Hay/Straw ❑X Trailer ❑ Field ❑ Other Placement Protection: ❑Thermal Blankets ® Heat ❑ None ❑ Other Slump Specification (in.) 5 Number of slumps out of specification reported to If rejected Approved by Remarks: I Of Massachusetts 'The Construction Testing People' -Page 1 w$'s""•'• CRI ;;;? [ABLE 5 Richardson Lane, Stoneham, MA 02180 781-438-7755(Voice)781-438-6216 (,Fax) l Reinforcing Steel Report Report Date 02/23/2007 J�®� Report Job Number 1094Y Hyannis Building Department . Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage construction CONTACT: Matt McCann, Site crew foreman TIME OF INSPEC.TION:,_ 10: 00 AM•... TIME OF CONCRETE PLACEMENT: 12 : 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: So .l REVISION NUMBER: #2 DATED`.`12/8/06 SHOP DRAWING(S):,A3 A t : >; ,:µ,, Y y a : 'x' F JAY PROJECT,SPECIFICATIONS: 03300 OTHER: M..., v... ,. DRAWINGS STAMPED: YES X NO AREA REVIEWED: North wall; East and west footings; ATTRIBUTES: REVIEWED Yes No Coverage(Top Bottom and/or Inside Face Outside Face ) x Clearance Cleanliness (heavy rust,scale, mud,dirt,oil,etc. not permitted) X Bar Supports X Bar Spacing x :r Bar Quantity" x. , r '` Placement and tying u,vzrvr•ax rt v, nv .F.;r .,Rr^s;.::s< ° +'." i.::nw .ram.•e, ,.a Nit" > t S .`a. L.,..::a":`(t ... ... ',i.':,.t":'Rt G:z.:..'.Y,"@, XRty;,:WO!!.T"...:1•:`.�Y'r2wtiw9l'".', ❑X' The detarls m the=above:described areas)were.complete at the time of this inspection � :rm.aea• ...,..r:..0 . c t:;_,.x 1, The results;ofthis inspection were discussed withthe aforementioned contact persons,,prior-to-departure,from the project, GENERAL REMARKS: .. Inspector Premium Travel Name Time Hours Time Courtney Giguere No Of Massachusetts '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 02/23/2007 Report No. 2 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction 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: Advantage Construction Attn: Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood ° Of Massachusetts 'The Construction Testing People' Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Testing Results -Transmittal Report Report Date 03/01/2007 Report No. 1 Job Number 10941 Hyannis Building Department Project Flagship Estates Townhouse-Hyannis Attn: Tom Perry 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction Sample Submitted By Sample No. 561 ❑X Our Representative: John McCarthy Date Submitted: 02/21/2007 . ❑ Other: Source of Sample ❑ On-Site Existing @ location: . Off-Site Borrow from: P.A. Landers Proposed Use: structural fill Material Submitted As: ❑X Structural/Granular Fill: Structural ❑ 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 M1.03.1 ❑ Sand Borrow: MHD M1.04.0 Type: ❑ Reclaimed Pavement Borrow for Base Course: MHD M1.11.0 ❑ Crushed Stone: MHD M2.01.0 ❑ Dense Graded Crushed Stone for Base Course: MHD M2.01.7 ❑ Common Borrow: ❑ Drainage Fill: ❑ Other: Requested Testing 0 ❑ Atterberg Limits Gradation Analysis ❑ Hydrometer ❑X Modified Proctor ❑ Permeability ❑X Wash Sieve Analysis ❑ Other: Material Classification: Sand with gravel Project Specification Conformance Results ❑ Does conform: ❑ Does NOT conform: ❑ Marginally does not"conform...Basis: We suggest the suitability of this soil sample be reviewed for approval by the Architect and the Engineers-of-Record 0 No Specifications provided to our office. ❑ Specifications provided to our office but sample not submitted to a specific use. ❑ Sample submitted without indication of intended use and without specifications. GENERAL REMARKS: REVIEWED BY: Geotechnical Department Our reports are available in PDF form via email. Please email us at reports@uutsofmass.com for more information. r Of Massachusetts '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 03/01/2007 Report No. 1 Hyannis Building Department Job Number 10941 Attn: Tom Perry Project Flagship Estates Townhouse-Hyannis 368 Main Street Hyannis, MA 02601 Contractor Advantage Construction cc: Advantage Construction Attn:_ Don O'Neill MRM Mark Marinaccio, Arch. Attn: Mark Marinaccio Flood Consulting Attn: Stacy Flood .o UTS of Massachusetts, Inc. Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 03/01/2007 Attn: Tom Perry Report No. 1 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment Particle Size Distribution Report 10090 e' ; i � I i 60 '. _ III a I I ii 70 W 60 Z 50 I. _. ... _ .....__.... w i U !Y w 40 30 20 lo 0 I 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm COBBLES %GRAVEL %SAND %SILT °k CLAY 0.0 15.1 70.4 14.5 SIEVE PERCENT SPEC! PASS? Material Description SIZE FINER PERCENT (X=NO) F-M SAND.L1TTL£:GR.AVEL,LITTLE SILT 2 in. 100.0 1-1/2 in. 98.3 1 in. 95.9 3/4 in. 94.6 Atterberg Limits 3i8 in. 89.9#4 84.9 pL= LL= PI= 910 80.2 Coefficients 440 42.9 D85= 4.84 D60= 0.715 D50= 0.523 450 31.5 D30= 0.284 D15= 0,0814 D10= #100 19.6 CU= Cc= 9200 14.5 Classification USCS= SM AASHTO= Remarks (no specification provided) Sample No.: 561 Source of Sample: PA LANDERS Date: 3/01/2007 Location: Elev./Depth: Client: ADVANTAGE CONSTRUCTION UTS OF MASSACHUSETTS, INC. Project: FLAGSHIP ESTATES,HYANNIS,MA Project No: 10941 Fi aure 561 UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Hyannis Building Department Report Date 03/01/2007 Attn: Tom Perry Report No. 1 368 Main Street Job Number 10941 Hyannis, MA 02601 Project Flagship Estates Townhouse-Hyannis Attachment COMPACTION TEST REPORT Curve No.:561 Project No.: 10941 Date: 3/01/2007 Project: FLAGSHIP ESTATES,HYANNIS,MA Location: Elev./Depth:. . Sample No. 561 Remarks. PA LANDERS MATERIAL DESCRIPTION Description: F-M SAND,LITTLE GRAVEL,LITTLE SILT Classifications- USCS: SM AASHTO: Nat Moist.= Sp.G.= 2.75 Liquid Limit= Plasticity Index= %>No.4= 15.1 % %<No.200= 14.5% ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density=135.0 pcf 130.5 pcf Optimum moisture=6.0% 7.0% 140 Test specification: ASTM D I557-91 Procedure A Modified Oversize correction applied to each point 130 120 100%SATURATION CURVES o _ _ FOR SPEC,GRAV.EQUAL TO: 2.8 ....... .. 2.7 a 110 2.6 N U 0 100 go 1. ----. - - 80 i 70 _4.. 0 5 10 15 20 25 30 35 40 Water content, % Figure 561 UTS of Massachusetts,Inc.