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Home My WebLink About1739 Ellington Road (9) From:MS Depattamrit 203-191-2451 To.Join,,Collins Date:10/22/02 Time:8 14:52 AM Page 1 of 4 FAX COVER SHEET SPECIAL TESTING LABORATORIES, INC. P.O.Boy:200,Bethel,Connecticut 06901 Phone(203)743-7281 Fax(203)791-2451 fax t r a n s m i t t a l re: Stop 8t Shop, South Windsor from: Special Testing Laboratories date: October 22,2002 pages: 3 NOTES: We are expediting the publication of our reports of inspections and tests performed at the above referenced project by "faxing" those reports direct from our computer network. The attached reports have been edited and proofread, but do not bear signatures anti seals. Copies of these reports bearing such signatures and seals will be copied, bound, and sent to the client at the end of the project. The following reports are being faxed immediately following this cover page. Reports Dated: 09-16-02S&08-23-02.obs From:MS Department 203-791.2451 To:John Collins Date:1012V02 Time.8 14:52 AEI Page 3 of 4 Client: Bartlett Brainard Eacott Inc.,Bloomfield,Connecticut ST L Project: Stop&Shop, Store 699,South Windsor,C1 Contractor: Bartlett Brainard Eacott Inc. SPECIAL TESTING LABORATORIES,TIC. Inspector: L. Smith Page: 1 of 2 PO Box 200 Bethel, 1 Fax(203)791 2 Date: August 23 2002 Masonry Report(ODS) Phone i203?743 .281 Fax(2U3}7y1 2451 � � Daily Masonry Observation Report At the request of our client a visit was made to the jobsite this date to observe the construction of the masonry walls. The following summarizes our findings: ITEMS & LOCATIONS: CMU at 5.4:A-A.C. I XA-B-Grout placement first lift REFERENCE DRAWING NUMBER: S-4 REVISION: Contract Placement Observations Yes No Yes No Are the units clean and dry X is low lift grouting being used X Are the units damaged or disfigured X Is high,ift grouting being used i X Does the contractor check level and plumb X Is grout and'or mortar used within time specified X Is horizontal reinforcing being used as specified X is the vertical ieinforcing being used as specified Are the completed walls protected from the weather Are the completed walls secured at the end of the at the end of the workday N/A workday NIA Is the grout being installed as specified X Are all mortar Joints being finished as specified X Grout and 1lortar Observations Mortar-Required Strength NIA Grout-Required Strength PST not specified Yes No Yes No Is the mortar mixed onsite X Is the grout mixed onsite X I Ts the mixing water clean i X Ts the mixing water clean � X Are all materials clean and covered X Are all materials clean and covered X Are the manufacturers instructions being followed X Are the manufacturers instructions being followed h I Ts the mixing time within specification X Ts the mixing time with specification X Is the same operator batching every batch I X Is the same operator batching every batch X Sampling method per specification N/A _ Sampling method per specification X **Mason indicated that additional vertical bar would be placed in lintel beam to maintain"typical"(#7 4.32")spacing above door openings. COMMENTS: The extent of our inspections concerning masonry construction this date are wholly defined in the above tabulation. From:M Department 203-791.2451 To:John Collins Date:9126/02 Time:1:56:28 PM Page 1 of 4 FAX COVER SHEET SPECIAL TESTING LABORATORIES, INC. P.O.Box 200,Bethel,Connecticut 06801 Phone(203)743-7281 Fax(203)791-2451 fax t r a n s m i t t a l re: Stop&Shop, South Windsor from: Special Testing Laboratories date: September 25,2002 pages: 3 NOTES: We are expediting the publication of our reports of inspections and tests performed at the above referenced project by "faxing" those reports direct from our computer network. The attached reports have been edited and proofread, but du not bear signatures ant) seals. Copies of these reports bearing such signatures and seals will be copied, bound, and sent to the client at the end of the project. The following reports are being faxed immediately following this cover page. Reports Dated: 09-11-021&08-23-02.obs From:MDepartment203-791.2451 To:John Collms Date:91'26l02 Time:1.56:28 PM Page 3 of 4 Client: Bartlett Brainard Eacott Inc.,Bloomfield,COnneCtiCut ST L Project: Stop&&Shop, Store 699,South Windsor,CT Contractor: Bartlett Brainard Eacott Inc. SPECIAL TESTING LABORATORIES,INC. Inspector: L. Smith Page: 1 of 2 PO Box 200 Bet743 1,2 1 a ax(203)791 2 Date: August 23 2002 Masonry Report(OBS) Phone(203)7�3 ,cS;1'8X{iU3)791 2451 � $� , Daily Masonry Observation Report At the request of our client a visit was made to the jobsite this date to observe the construction of the masonry walls. The following summarizes our findings: ITEMS &LOC;A'1'IONS: CMU at 5AA-A.C. I XA-B-Grout placement first lift REFERENCE DRAWING NUMBER: S-4 REVISION: Contract Placement Observations Yes No Yes No Are the units clear.and dry X is low lift grouting being used X Are the units damaged or disfigured X Is high lift grouting being used X Does the contractor check level and plumb X Is grout anct'or mortar used within time specified X Is horizontal reinforcing being used as specified X is the vertical reinforcing being used as specified Are the completed walls protected from the weather Are the completed walls secured at the end of the at the end of the workday N/A workday N/A Is the grout being installed as specified X Are all mortar joints being finished as specified X Grout and'Mortar Observations Mortar-Required Strength•NIA (Trout-Required Strength PST not specified i Yes No I Yes No Is the mortar mixed onsite X Is the grout mixed onsite X Ts the mixing water clean X Ts the mixing water clean X Are all materials clean and covered X Are all materials clean and covered X Are the manufacturers instructions being followed X Are the manufacturers instructions being followed X Ts the mixing time within specification X Ts the mixing time with specification X Is the same operator batching every batch X GIs the same operator hatching every batch X Sampling method per specification N/A Sampling method per specification X **Mason indicated that additional vertical bar would be placed in lintel beam to maintain"typical"(#7�32")spacing above door openings. COMMENTS: The extent of our inspections concerning masonry construction this date are wholly defined in the above tabulation. From:NIIS Department 203-791.2451 To:John Collins Date.9/26/02 Time:1:56:28 PNI Page 4 of 4 Client: Bartlett Brainard EacuLt Inc.,Bloomfield, CT S T L Project: Stop&Shop, Store 699,South Windsor,CT Contractor: Bartlett Brainard Eacott Inc. SPECIAL TESTING LABORATORIES,INC Inspector: L. Smith Page:2 of 2 PO Box 200 Bethel,Cormecticut 06801 Phone(203)743 7231 F&x(203)791 2451 Date: August 23, 2002 Masonry Report(OBS) GROUT: 3 -3.5" x 3.5"x 7"(Approx.)Prisms-Fine grout premix type Received: August 27, 2002 Test For: Compressive Strength-psi Cd 28 Days-Not specified Examined with the following results: .Specimen No. Tested At Total Load PSI 02MO691 7 Days 28,700 2340 02MO692 28 Days 27,400 2240 02MO693 MORTAR: No samples made during this reporting period. PLEASE NOTE: Mason was requested to provide one hollow and one grouted set of CMLT block prisms(per Schedule of Special Inspections). NOTE: Since we do not have the project requirements for grout,the last cylinder is being held for a 56 day test. REPORTED TO: Client. Building Official; Owner Representative; Landry Architects, Erdman Anthony & Associates; Appledore Engineering Inc. Respectfully submitted, SPFCIAT,TESTING LABORATORIES,ATORIES,INC. Richard Speciale-Director John Hardman P.E. Vice President Vice President THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED. THIS REPORT SHALL NOT BE ITSED TO CLAL1d PRODUCT ENDORSEMENT BY N%I AP OR ANY OTHER GOVERNMENT AGENCY, THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCIICN OR PUBLICATION ONLY WITH OUR EXTRESS PERIMSION. SPF.CTAL T.S71NC T,ARORATORTFS,INC F.X(1JMF.S AT.1,1JARTT=FOR WORK PFRFORMFD RY OTHERS omT AREA OFMCES IN DANBURY-HARTFQRD-NEW HAVEN-NEW LONDON rrom:MISDepartment 203 791-2451 To:John Collins Date:10/2)2'I2 Time:8:14:52 AA1 Page 4 of 4 Client: Bartlett Brainard Eacott Inc:.,Bloomfield, CT S T L Project: Stop& Shop, Store 699,South Windsor,CT Contractor: Bartlett Brainard Eacott Inc. SPECIAL.TESTING LABORATORIES,INC. Inspector' L Smith Page:2 of 2 PO Box 200 Bethel,Connecticut 06801 Phone(203)743 i181 Fax;203)791 2451 Date: August 23, 2002 Masonry Report(4BS) GROUT: 3 -3.5" x 3.5"x 7"(Approx.)Prisms-Fine grout premix type Received: August 27, 2002 Test For: Compressive Strength-psi CZ, 28 Days-Not specified Examined with the following results: Specimen No. Tested zV Total Load PSI 02MO691 7 Days 28,700 2340 02MO692 28 Days 27,400 2240 02MO693 56 Day-s 33,300 2720 MORTAR: No samples made during this reporting period. PLEASE NOTE- Mason was requested to provide one hollow and one grouted set of CMLl Mock prisms(per Schedule of Special Inspections). NOTE: Since we do not have the project requirements for grout,the last cylinder is being held for a 56 day test. REPORTED TO: Client; Building Official; Owner Representative; Landry Architects, Erdman Anthony & Associates; Appledore Engineering Inc. Respectfully submitted, SPECIAL TESTING i,ABOR ATORIES, INC. Richard Speciale-Director John Hardman P.E. Vice President Vice President THE RESULTS SHOWN UN THIS REPORT RELATE ONLY TO THE SAMPLES TESTED. THIS REPORT SHALL NOT BE USED'r0 CLABA PRODUCT ENDORSENMNIT BY.\LAI.AP OR ANY OTHER GOVERNZXIE'f A(3ENCY. TIM FOREGOING I FORMATICN 13 THE PROPERTY OF CLIEM. REPRODUCIICN OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION. SPF.CTAL TF.STTNCT T.ARORATORTF.9,TtiC F.XCTITpRS ATJ,LTARMTTY FOR WORK PFRFORVRD BY 074FRS omr AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LnNDON FAX COVER SHEET SPECIAL TESTING LABORATORIES, INC. P.O.Box 200,Bethel,Connecticut 06801 Phme(203)743-7281 Fax(203)791-2451 fax t r a n s m i t t a l re: Stop&Shop, South Windsor from: Special Testing Laboratories i fJ Yk date: September 3,2002 pages: 1 NOTES: We are expediting the publication of our reports of ins tests performed at the above referenced project b "faxing"" inspections and direct from our computer network The attached re those repots rts proofread, but do not bear signatures and sea p°� have been edited and such signatures and seals will bee copied, seals. Copies of these reports bearing bound, and sent to the client at the end of the project. The following reports are being faxed immediately following this s cover page. Reports Dated: 08-23-02.obs rttrain�air:.., azotE�nc. From: Date q1 File: Job: I L Distribution: S T L Cent: Bartlett Brainard Eacott Inc., Bloomfield,Connecticut ProJecto Stop&Shop,Store 6",South Windsor,CT Contractor: Bartlett Brainard Eacott Inc. sPEc1Ar,'rFx�rnrta rasoi�Toxx>Es,nvc. In4pector: L. Smith Po Box 200 Bdhel,conwdiau Ono, Page: 1 of 2 Phone(203)743 7291 Fax(203)7912451 Date:August 23,2002 Masonry Report(OBS) Day Masonry Observation Report At the request of our client a visit was made to the jobsite this daze to observe the c followiPg Aunmarizes our findings; construction of the masonry walls. The ITEMS&LOCATIONS: CMU at 5.4:A AC. I:S:A B-Grout placement first lift REFERENCE DRAWING NUMBER: S-4 REVISION:Contract Placement Observations Yes No Are the units clean and dry Yes No Are the units X is low lift grouting being used X damaged or disfigured X Is high lift grouting being used X Does the contractor check Icvel and plumb X Is grout and/or mortar used within time specified X Is horizontal reinforcing being used as specified X Is the vertical reinforcing being used as 1f�ed Are the completed walls protected from the weather at the end of the workday N/A Are the completed walls secured at the end of the workday Is the grout being installed as N/A specified X Are all mortar joints being finished as specified X Grout and Mortar Obsen'ationa Mortar-Required Strength:N/A Grout-Required Strength:PSI not specified Yes No Is the mortar mixed onsite Yes No X Is the grout mixed onsite -- Is the mixing water clean X Are all materials clean and covered X Is the mixing water clean X X Are all materials clean and covered Are the manufacturers instructions being followed X X Are the m�ufadthrers Is the mixing tim within specifton instructions being followed X X Is the same operator batching every,batch Is the mixing time with specification X P Sam 1. g meth X Is the same operator batching every batch mod per specification N/A Is Satnplmg method per specification X openings.dicaWthat tonal vertical bar would be placed in lintel beam to main tam `typical (#7 @ 32")spacing above ['OMMENTS: The extent of our inspections cone abulation. erring masonry construction this date are wholly defined in the above Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT S T L Project: Stop&Shop,Store 699,South Windsor,Cr Contractor:Bartlett Brainard Eacott Inc. SPECIAL TFSTII�iG LABORATORTE4.INC.PO&M 200 Bc&d,Cmumb"06"1 Inspector: L. Smith Page:2 of 2 Phone(203)743 7281 Fax(203)7912451 Date: August 23, 2002 Masonry Report(OBS) GROUT: 3 -3.5"x 3.5"x 7"(Approx.)Prisms-Fine grout premix type Received: August 27,2002 Test For: Compressive Strength-psi @ 28 Days-Not specified Examined with the following results: amen No Tgded At Total -PSI 02MO691 7 Days 28,700 2340 02MO692 02MO693 MORTAR: No samples made during this ring period. PLEASE NOTE: Mason was requested to provide one hollow and one grouted set of CMU block prisms Schedule Special Inspections). (per of REPORTED TO: Client; Building Official; Owner Representative; Landry Architects Erdman Anthon Appledore Engineering Inc. y Associates; Respectfully submitted, SPECIAL TESTING LABORATORIES, INC Richard Speciale-Director John Hardman P.E. Vice President Vice President TM RF.SULTs SHOWN ON THs REPORT RELATE ONLY To THE SAMPLES TE31 v. TMEG REPORT SHAIy NOT BE USID TO CLAW PRODUCT ENDORSEM1+NT BY NVL.AP OR ANY OTHER GO THE FOREGOING�'ORMAT[ON LS THE PROPERTY OF CL tENT3. REPRODUCTION OR P UBLICATLON ONLY WIIII OUR CRESS P CY. SPECIAL TESTING LABORATORIES,INC EXCLUDES ALL LiABHX]rY FOR WORK PERFORMM BY OTHERS. IItMISSION. a� AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW L ONDON