HomeMy WebLinkAbout1739 Ellington Road (8) 06/04/2002 08:16 2037495110 SPECIAL TESTING LABS PAGE 02/03
Wit:Bartlett Bzainard Eacott Inc.,Bloomfield,CT
S T L Froject: Stop&Shopy More 6B9,Soutk Wharf ur,CT
Centractor:Bartlett 8rakwd Eaoott Ioe.
�— -W—CfAT-TFxTMn I AS0-RATMU25.mac. Ia�ypm-tor:J.Cassano
t PO&Z 100 UK ooiaxcticul ea0i
MM not)743 7281 FIX(203)79124 Date:May 297 2002 Rekderc!Rg,(Reba;r)Report
PROCRUS OF WORK: An authorized rVrNaWive of this firm was dispatched to the above project;;itee to inspect
Reinforcing Steal m amrftm with dt wings and specifications provided. The followwg is noted:
LOCATYON(S): Footings Cc-1 to B-1.
COM 4ENTS: Special Testing Labmztc ries,Inc_ cerhfie.r.that all tars seen are properly sued and la::;lid aid th&
minimum covet mn be obtained. We do not accept respor ,bility,for any tnovernexd that nuy oc�-ur sul�.+quent to our
DRAWING(&):
No,—O-1 By:Barkrer Steel Revision:_NjA Toted: 0515 Approval Date:
No, 02 ElYUM cer Steel _ Revision:N/A I3ted:—01-15 Approval Date: N/A
REPORTED TO: Building OfficiaL; Owner Rapt wi taiive; Landry ArcWtects. Erdman AnthonLy Si .Associatw;
Appledore Egoneering Inc.
RespedWy submitted,
SPECIAL TESTING LABORATORIES, INC.
Ric1axd Speciale-Director John Hardn,P.E.
Vice President Vice President
MM==TV WOW oarMs RV=aa.Ar$OMYTO rIM SUMM MsT.
TES RF2oRT dHAJ J NKY3'BE VM Ta MAW PRODUCT M4DCWZD=r SY7cVLAP OR"Y vTHM cow AGERCr,
TIMFOIREMWO WORMATMIS TM PROPER7Y(w CLUTri RVRI=TM ORPUBIlt A770N ONLY W=OM E)MMS P=0I%QN
6PE(LU its1M,A►auRA'1VYJW INC.r xc:LUMS ALL LU8LTrYFQB WORK FERF0RMM BY 07M3.
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06/04/2002 08:16 2037485110 SPECIAL TESTING LABS PAGE 03/03
Client: Sal UU Brainard Eacott Im,Blomn ield,CT
S T L project: stop&shop,Store 6".Soath WhX1901,CT
Conb*dvr:Bard.etd Ekmh and Eacott Inc.
!� MCLAL'n'1W.T ARORATORWA.VA-. Inspector;J.Canal
PO aw"0 Bethel,C=C i=Oak
Pb=(taa)743 7281 Fix(203)791 Zest Date;May 28, 20 02 ReWorcing'(Rebi ir, Report
PROGRESS OF WORK: An autborized rwesentdive Of this fern was&VWhod to the above project rite to inspect
Reinforcing Steel in acoordanos with drawings and specifications provided. The fallowing is noted:
LMA: IONS}: Footing l-Cc to 1-0-
COMMENTS: Special Tosting Laboratmics,Inc. cettifoss that all bars seen are properly sized and lo;ated and that
minimum com r can be obtained We do not accept responsibility for any movement that may oaam subm:;iquca t to our
fiwecfion.
DRAWrNG(s):
No..b 1 By;1krker St=l RevWwu N/A Dal�:d:_ -]5 Approval Date: NIA
Nu.02 By:Barker Steel Revision:—N/A Dated:_5-1.�? Approval DaU:
REPORTED TO: Building OffiicW; Owner Represa dative; Lmdry ArchitccL% Er&nan Anthony J:: Asaoaates;
Appledom Fmoneering Inc.
R agwa fiilly submitted,
SPECIAL TESTING LABORATORIES,M.
Richard Speciale-Director John Hardman,F.B.
Vice President Vice President
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UM"V4.KK bn&A.NU1'ru:uWW'IV CJRM MODUCr II+m4]MMfiMi'rBY)AW Olt ANY CUM GOVEDUAMAGWCY.
?fit:FORIC,(M-TO NFORMATlONl5 TMF8OMTY OF QIETiS REPLOMCrM ORPUBLWAMN OnT VM OUR E)MMS PMQ1 110N.
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3
From:NEI;Department 203-791.2451 To:John Collins Date:6?4/02 Time:1:09:16 PM Page of 5
Client: Bartlett Brainard EaQott Inc:.,Bloomfield,CT
S T L Project: Stop&Shop, Store 699,South Windsor,C1
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING LABORATORIES,INC. Inspector: M. SigClarelli
PO Box Bethel,Connecticut
Phone�;203) Date: M 30�2002 Reinforcing(Rebar)Report
U3)�43 ,2lil l+�Sx(iU3 t,?91 91 2451 May
PROGRESS OF WORK: tvn authorized representative ofthis firm was dispatched to the above project site to inspect
Reinforcing Steel in accordance with drawings and specification,provided. The following is noted:
LOCATION(S): North Footing from H& 1 to 5.2&F.B.
COMMENTS: Special Testing Laboratories, Inc. certifies that all bars seen are properly sized and located and that
minimum cover can be obtained. We do not accept responsibility for any movement that may occur subsequent to our
inspection.
DRAWING(S): Structural
No. S-1 By: NOB Revision:3 Dated: 4/22/02 Approval Date: N/A
No. S-4 .By: NOB Revision: 3 Dated: 4122/02 Approval Date: NIA
REYUR"1'Ell '1'U: Building Official; Owner Representative; Landry Architects, Erdman Anthony & Associates;
Appledore Engineering Inc.
Respectfully submitted,
SPECIAL TESTING LABORATORIES, INC.
Richard Spccialc-Dircetor John Hardman, P.E.
Vice President Vice President
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAWLES TESTED.
TIRS REPORT SHALL NU'I 13E USED TO CLAM PROD U(:I*ENDORSEML;N'l BY N`'LAP OR ANY O'iEER UOVERNMEN1 AU NC',Y.
THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS REPRODUCTION OR PUBLICATION ONLY'%tRTH OUR EXPRESS PERMISSION.
Jm SPECIAL TES1TvG LABORATORIES,INC.EXCLUDES ALL LIABILrI'Y FOR WORK PERFORNMI)BY OTHERS.
AREA OFFICES IN DANBURY-HARTFCRD-NEW HAVEN-NEW LONDON
From:MIS Departrwit 203-791.2451 To:John Collirw Date:6i4/02 Time.1:09:16 PM Page 2 of 5
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST L Project: Stop&Shop, Store 699,South Windsor,C 1
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING LABORATORIES,NIC. Inspector: D. ElAyoub
PO Box 200 Bethel.Connecticut 06801
Phone(203)743?281 Fax(203)791 2451 Date: May 32,2002 Reinforcing(Rebar)Report
PROGRESS OF WORK: An authorized representative of this firm was dispatched to the above project site to inspect
Reinforcing Steel in accordance with drawings and specifications provided.
However,the scheduled inspection was postponed by Jerry Gundersen at 10:20 am on 5i31 i02.
REPORTED TO: Building Official; Owner Representative; Landl-N, architects, Erd1na11 Antllolny & Associates;
Appledore Engineering Inc.
Respectfully submitted,
SPECIAL TESTING LABORATORIES, INC.
Richard Speciale-Director John Hardman, P.E.
Vice President Vice President
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO TIE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAM PRODUCT ENDORSEkJ1 NT BY N"kl AP OR ANY OTHER GOVERNMENT AGENCY,
TI FE FOREGOING INFORMATICN IS THE PROPERTY OF.LIENTS. REPR DDUC'IIC.N UR PUBLICATION O LY WITH OUR EXPRESS PERI4IISSIONL.
jm SPECIAL TESTING LABORATORIES,INC.EXCLUDES ALL L ABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES IN DANBUR Y-HARTFORD-NEW HAVEN-NEW LONDON
t
From:NIIS Department 203-791-2451 To:Jo?nz Collins Date-6/18/02 Time:9:13:56 AM Page 1 of 4
FAX COVER SHEET
SPECIAL TESTING LABORATORIES, INC.
P.O.Box 200,Bethel,Connecticut 06801
Phone("03)743-7281 Fax(203)791-2451
fax t r a n s m i t t a l
re: Stop& Shop, S. Windsor
from. Special Testing Laboratories
date: June 18, 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 and 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: 6-4-02.rebar,6-11-02.rebar&6-12-02.rebar
From:WS Department 203-791-2451 To:John Collins Dace.6/18/02 Time:9.13:56 A-M Page 2 of 4
Client: Bartlett Brainard Eacott Inc;.,Bloomfield,CT
ST L Project: Stop&Shop,Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECI.AL TESTING LABORATORIES,:NC. Inspector: J. Carrano
PO Box 200 Bethel,Connecticut. 9 Date: June 12,2002 Reinforcing ear e
1'rlont:�:21+3)743 7281 l+ax(2U3)3}79
12 t
451 �� b �Report
P
PROGRESS OF WORK: An authorized representative ofthis firm was dispatched to the above project site To inspect
Reinforcing Steel In accordance with drawings and specifications provided, The following is noted:
LOCATION(S): 1.)Footing B-3.6 to B-4.6.
2.)Piers H-4.3,and H-4.4.
3.)Elevator Pit Footing.
COMMENTS: Special Testing Laboratories, Inc. certifies that all bars seen are properly sized and located and that
minimtim cover can be obtained. We do not accept responsibility for any movement that may occur subsequent to our
inspection.
DRAWING(S):
No. 001 Bv: D -er Revision: 1 Dated: 5-28-02 Approval Date: NIA
No. S 1 By: Structurals Revision: N/A Dated: 6-4-02 Approval Date: N!A
No. S4 By: Stnicturals Revision: N/A Dated: 5i24/02 Approval Date: N/A
REPOx'YED TO:Client;Building Official;Omer Representative;Landry Architects, Erdman Anthony&Associates;
Appledore Engineering Inc.
Respectfully submitted,
SPECIAL TESTING LABORATORIES, INC.
Richard Spcciale-Director John Hardman, P.E.
Vice President Vice President
THE RESULTS SHOVIN ON TINS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NUT SE USED TO CLA1V1 PRODUCT ENDQRSEAdNT lit NVLAP OR AN Y'JThhK 60VEldNM,ENT AGENCY
THE FOREGGING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODu mON OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
Jm SPECIAL TESTING LABORATORIES,INC.EXCLUDES ALL LIABILITY FOR WORE PERFOR1tMD BY OTHEB.S.
AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON
From:MS Department 203-'791-2451 To:7ohn Collins Date-6/18/02 Time:9:13:56 AM Page 3 of 4
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST L Project: Stop&Shop,Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING LABORATORIES,INC. Inspector: J. Carrano
PO Box 200 Bethel,Connecticut 791 2 Date: June I 1 2002 Reinforcing(Rebar)Report
�-- Ph4ne�,2U3}7�3 ,2�1 l+ax{�U3}7y1 2451 � �
PROGRESS OF WORK: An authorized representative of this firm was dispatched to the above project site to inspect
Reinforcing Steel in accordance with drawings and specifications pro- ided. The following is doted:
LOCATION(S): Column Footings F-2.3. F-2.6,F-3.1,F-3.5,F-4.1. F-4.5,F-1.2, F-1.5. Wall Gb-4 to Fb-5.6.
Footing B-1 to B-3.6.
COMMENTS: Special Testing Laboratories, Inc. certifies that all bars seen are properly sized and located and that
iiiiniInuni cover can be obtained. We do not accept responsibility for any mov enlent that may occur subsequent to our
inspection.
DRAW1NG(S):
No. 001 By: Barker Revision-N/A Dated: 5/15,102 Approval Date- 6/1,"02
No. S-1 By: Structurals Revision: N/A Dated: 6/4IO2 Approval Date: NIA
No. S-4 By: Structurals Revision: N/A Dated: 5/24/02 Approval Date: N/A
REPORTED TO:Client;Building Official O-ovner Representative;Landry Architects, Erdman Anthony&Associates;
Appledore Engineering Inc.
Respectfully submitted,
SPECIAL TESTING LABORATORIES, INC.
Richard Spccialc-Director John Hardman, P.E.
Vice President Vice President
THE RESULTS SHOWN ON TIES REPORT RELATE ONLY TO THE SA ALES TESTED.
1'HIS REFUM'5HALLNU'1'13E LISED'11)CLAM PRODUCT hNDORSEMENf BI NNLAN OR ANY OThkR CiJVERNMJ~NT AUENCY.
Jm THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTLNG LABORATORIES,INC.EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS
AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON
From:MS Department 203-791.2451 To:John Collins Date 6']8/02 Time:9:13:56 AM Page 4 of 4
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST L Project: Stop&Shop,Store 699,South Windsor,C"1
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING LABORATORIES,INC. Inspector: J. Carrano
PO Box 200 Bethel,Cormecticut 06801
Phone(203)743 7281 Fax(203)7912451 Date: June 4,2002 Reinforcing(Rebar)Report
PROGRESS OF WORK: An authorized representative of this firm was dispatched to the above project site to inspect
Reinforcing Steel in accordance with drawings and specifications provided, The following is noted:
LOCATION(S): 1.) Wall G-2 to Gb-4.
2.) Progress of work wall B-1 to D-1.
Note: Pilaster reinforcing consisted of 6 at 6 with ties of 43 at 12" in lieu of#4 at 18". There are no
single ties on center verticals on Piers P1,P2, P3, P4,P5 per drawing 001 by Barber and P6.
COMMENTS: Special Testing Laboratories, Inc. certifies that all bars seen are properly sized and located and that
minimum co-.,cr can be obtained. We do not accept responsibility for any movement that may occur subsequent to our
inspection.
DRAWING(S):
No. 001 By: Barker Revision:N/A Dated: 5i15/02 Vproval Date: 6i01/02
No. S-4 By: Structurals Revision: N/A Dated: 2/21/02 Approval Date: N/A
REPORTED TO:Client;Building(Micial;Oumer Representative;Landry Architects, Erdman Anthony&Associates;
Appledore Engineering Inc.
Respectfully submitted,
SPECIAL.TESTING LABORATORIES, INC.
Richard Spccialc-Director John Hardman, P.E.
Vice President Vice President
THE RESULTI S SHOWN ON THIS REPORT RELATE ONLY TO THE SAN CLES TESTED.
ThiS WOKI'SHAUNOT SE USED TJ CLAJ-\lF K01)U(:1'r:NllU1tSLMN;NT B1 NVLAP OR ANY 011"00VERNMHNT AU NCY.
THE FOREGGING INFORMATION IS THE PROPERTY OF CLIENTS. REPR ODTTCTICN OR PUBLICATION ONLY 141TH OUR EXPRESS PERNIISSION.
Jm SPECIAL TESTING LABORATORIES,INC.EXCLUDES ALL L.IA3II=FOR WARS PERFORMED BY OTTERS.
AREA.OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON
From:NIIS Department 203-791-2451 To:John Collins Date:611W02 Time:4:48:30 PM Page 1 of 7
FAX COVER SHEET
SFECTAL TESTING LABORATORIES, INC.
P.O.Box 200,Bethel,Connecticut 06801
Phone(203)743-T281 Fax(203)791-2451
fax t r a n s m i t t a l
re: Stop& Shop. South Widsor
from. Special Testing Laboratories
date., June 18, 2002
pages: 5
r 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 taxed immediately following this cover page.
Reports Dated: 6-5-021,6-10-02S,6-5-02.rebar,6-13-02.rebar&6-12-02A
From:NIIS Department 203-791-2451 To:John Collins Date:6/19/02 Time:4:48:50 PM Page 2 of 7
Client: Bartlett Brainard Eac;ott Inc., Bloomfield,CT
S T L Project: Stop& Shop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Lacott Inc.
SPECIAL.TESTING LABORATORIES,INC. Inspector: S. Murphy
PO Box 200 Bethel,Cotmecticut 06801
Phone i203)743'281 Fox(203)'791 2451 Date: June 13,2002 Reinforcing(Reber)Report
PROGRESS OF WORK: An authorized representative of this firm was dispatched to the above project site to inspect
Reinforcing Steel in accordance with drawings and specifications provided. Tlie following is noted:
LOCATION(S): Footing G on 4.7 Line from A to B,A Lin;.,from 4.7 to 5.4&5.4 from A to A.c Line&Ax
Line from 5.4 to 5.9.
COMMENTS: Special Testing Laboratories, Inc. certifies that all bars seen are properly sized and located and that
mirliinum cover can be obtained. We do not accept responsibility for any movement that may occur suhs-equent to our
inspection.
DRAWING(S):
No. 001 By: Barker Steel Co. Revision: 1 Dated: 5/15/02 Approval Date: 5/28/02
REPORTED TO:Cheirt;Buil&ig Official;Owner Representative;Landry.la-chitec-ts, Erdman Antliony&Associates;
Appledore Engineering Inc.
Respectfully submitted,
SPECI hL TESTING LABORATORIES, 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 SILAL.L NUT BE USED TO CLAM PRODUCT ENDORSEMENT BY NNI,RP OR ANY OTHER GOVERNMENT AGENCY
jm TlX FoREG(—j]NG INF(.)R-VA7ICN LS THE PROPERTY OR CLIENTS REPRODUCTION OR PU ICATIf.ON ONLY WITH OUR EXPRESS PERNUSSION
SPECIAL TESTING}LABORATORIES,INC.EXCLUDES A.LL LLABILTI'Y FOR WORD PERFORAMI)BY OTHERS.
AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON
From.%MIS Depmtment 203-741-2451 To:John Collins Date:6/15'02 Time:4:48:50 PM Page 3 of 7
Client: Bartlett Brainard Eacott laic.,Bloomfield,CT
ST L Project: Stop&Shop, Store 699,South Windsor,U1
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING LABORATORIES,R4C. Inspector: J. Carrano
PO Box 200 Bethel,Cotmecticut 068(A
Phone:203)743?2s1 Fax(203)7912451 Date: June 5,2002 Reinforcing(Rebar)Report
PROGRESS OF WORK: '1n authorized representative of this firm was dispatched to the above project site to inspect
Reinfcrclllg Steel in accordance with drawings and specifications provided. The following is noted:
LOCATION(S): Complction of Wall-1 to D-1. Tics on Pilastcrs arc#3 at 12"in licut of#4 at 18"from S-4;
Per Drawing 001 by Barker Steel. Secondary ties added for C-1 and 13c-1.
COMMLNTS: Special Testing Laboratories, Inc. certifies that all bars seen are properly sized and located and that
minimum cover can be obtained. We do not accept responsibility for any movement that may occtir subsequent to our
inspection.
DRAWING(S):
No. 001 By: Barker Revision: 5i 15/02 Dated: 5/15;02 Approval Date: 6/1/02
No. S-4 By: StructuraL� Revision: 2, 1/0 Dated: 2/21M Approval Date: N!A
REPOR"YED TO:Client;Building Official;Owrler Representative;Landry Architects, Erdman Anthony&Associates;
Appledore Engineering Inc.
Respectfully submitted,
SPECIAL TESTING LABORATORIES, INC.
Richard Spcciale-Dircctor John Hardman, P.E.
Vice President Vice President
THE KESUL—S SHOWN ON THIS REPORT RELATE ONLY TO THE SANDLES TESTED.
11US REFURI'SHALL NOT 3E USED TO CL,AL1+1 PROD UC'1'!~A DORSE11EN'l M NVLA2 OR ANY U'1hER UUVERNMENT AGENCY
THE FOREGCDTG LNFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WTM OUR EXPRESS PERMISSION.
Jm SPECIAL TESTING LABORATORIES,INC.EXCLUDES ALL LIABILITY FOR.WORK PERFORMED BY OTHERS.
AREA OFFICES IN DANBLRY-HARTFORD-NEW HAVLN-NEW LONDON
Prom:MS Depaitrm t 203-3-+91.2451 To::ohr,C•olliru Date.';2-'U2 Time 1:59:06 PM Page I of 3
FAX COVER SHEET
SPECIAL TESTING LABORATORIES, INC.
P.O.Box 200,Bethel,Connecticut 0E801
Phone(203)743-7281 Fay:(203)791-2451
fax t r a n s m i t t a l
Ce: I Stop&Shop, South Windsor
from: Special Testing Laboratories
date: July 24,2002
pages: 2
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 and 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: 7-18-021&7-18-021d
From:NIIS Depwtrned 203- 91.2451 To:John Collim Date 124102 Time:9:56.32 AM Page of 4
Client: Bartlett Brainard Eacou Inc.,Bloomfield,CT
S T L Project: Stop&Shop, Store 699,South Windsor,C t
Contractor: Bartlett Brainard Lacott Inc.
SPECIAL TESTING LABORATORIES,INC. Inspector: S. Murphy
PO Box 03)Bethel. 1 Fax(203,)06S791 2 Date: July 15 2002 Reinforcing(Rebar)Report
Phone!2U3}743 ,:.Si Fax{cU3,y;yl 2451 � ,
PROGRESS OF WORKS An authorized representative of this firm was dispatched to the above project site to inspect
Reinforcing Steel in accordance witli drawings and specifications provided. The following is rioted.
LOCATION(S): Footing for stairs on B linc and A.0 linL, slab for loading dock-rtlxviving# 1.
COMMENTS: Special Testing Laboratories, Inc. certifies that all bars seen are properly sized.end located and that
minimum cover can be obtained. We do not accept responsibility for any movement that may occur subsequent to our
inspection.
DRAWING(S):
No. S-4 By: Ardman Anthony Revision: 3 Dated: 2/21 02 Approval Date: 05/24/02
REPORTED TO:Client;Building Official;Oxvner Representative,Landry.-Architeels, Erdman.�nthony&Associates;
Appledorc Engineering Inc.
Respectfully submitted,
SPECIAL TESTING LABORATORIES, INC.
Richard Speciale-Director Jolm Hardman, P.E.
Vice President v ice President
'I'EL REST M-.S SHOWN ON THIS REPORT RELATE O:dLY TO THE SANELES TESTED.
THIS REPORT SHALL NOT BE t SED TO CLA V PRODUCT ENDORSEMENT BY n1AP OR Pt NY OTPER GO'JERNMENT AGENCY,
TFM FOREGOING RNFOF34AMN IS THE PROPERTY OF+.LI , S. REPRODUCTION OR PUBLICATION ONTLY WrM OUR ENT'RF.�3 PERI4IISSION.
SPEC 7AL 1'E 1'NU UMUItP.'1'ORkS,INC.EXCLLIDES ALL LIASiLITY FOR'NUKL PERFUlUMED E Y OTHERS.
R9 AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON
From:MIS Departamt 203-791-2451 To:5ohr.Collins Date:7/24/02'rime:1:59:06 PM Page 2 of 3
Client: Bartlett Brainard Ea,,:ott Inc.,Bloomfield,Connecticut
ST L Project: Stop& Shop, Store 699,Sough Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING LA3BORATORIE.S,INC. Inspector: S. Murphy
PO)Sox 200 Bethel,Connecticut 06801
Phony(203)743 7281 Fax(203)'1191 2451 Date: Ally 18,2002 Reinforcing(debar)Report
PROGRESS OF WORK: An authorizad representative ofthis firm was dispatched to the above project site to inspect
Reinforcing Steel In accordwice with drawing s and specifications provided. The following is noted:
However,the scheduled inspection was canceled due to a change in the contractor's schedule.
REPORTED TO:Client;Building Official;Ow71er Representative;Landry architects, Erdman Anthony&Associates;
.44)pledore Engineering Inc.
Respectfully submitted,
SPECIAL TESTING LABORATORIES,INC.
Richard Speciale-Director
Vice President
John Hardman,P.E.
Vice President
THE RESULTS SHOAN ON TELS REPORT F.ELATE ONLY TO THE SAWLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLA—IM PRODUCT ENDORSEMENT BY N%IAP OR ANY OTHER GC'vERNxJ-NT AGEhr(-Y.
ME rORLGOING 1NPORMATICN IS TILL PROPERTY OF,CLMNTS. RLPRODUCTICIv OR PUBLICATION ONLY%TIII i,UL L..V.U-SS P1ELN SSION.
SPECIAL TESTING LABORATORIES,INC.EXCLUDES ALL L ABILII'Y FOR WORT:PERFOMMED EY OTHERS.
oaiu- AREA OFFICES IN DANBURY-HARTFORD-NEC HAVEN-NEW LONDON
From:IVIIS Deputmert 203-791-245I To::ohn Collin Date:10/29/02 Time:9:39:42 AM Page 2 of 5
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: G.Belcher
PO Box 200 Bethel,C Fax(03)791 2 Date: Octobcr 23, 2002 Reinforcing(Reber)Report
Phone;2031743 7281 Fax(4U3)7y1 2451 r,
PROGRESS OF WORK: An authorized representative of this firm was dispatched to the above project site to inspect
Reinforcing Steel in accordance with drawings and specifications provided. The following is noted:
LOCH ION(S): Wall Footing for Connector, N. Side.
COMMEIN TS: Spacial Tenting Laboratories, Inc. certifies that all bars seen are property sized and located and that
minima n cover can be obtained. We do not accept responsibility for any movement that may occur subsequent to our
inspection.
DRAWING(S):
No. A.S 1 By: Landry Architects Revision: 1 Dated: 7/23102 ,4proval Date: N/A
Stamp#12653
REPORTED TO:Client;Building Official;Owner Representative;Landry Architects. Erdman Anthony&Associates;
Appledore Engineering Inc.
Respectfully submitted,
SPECIAL TESTING LABORATORIES, INC.
Richard Speciale-Director John Hardman, P.E.
Vice President Vice President
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SANII'LES TESTED.
THIS REPORT SHALL NOT BE USED TO CLALM PRODUCT ENDORSEiL1E1,.1T BY Iv VLAP OR AKY OTHER Cx)VERNIV=AGENCY
THE FORECKMIG INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUC IICN OR PLTBLICATION ONLY WIT$OUR EXTRESS PERMISSION.
Tm SPRCIM TF.STTNC TARORA7nRTF.S,TKC RMITTDF.S All,TIARTf TrY FOR WORK PFRFOF,RTF.T)RY OTFT~'.RS
AREA OFFICES INT DANBURY-HARTFORD-NEW H?`IEN-NEW L ONDON
t'Yom:MM DePwunmt 203-791.24'1 To:John Collins Date:11i7J02 Time:3:4;':18 PM Page 1 of 3
FAX COVER SHEET
SPECIAL TESTING LABORATORIES, INC.
P.U.Box 200,Bethel,Connecticut 06801
Phone(203)743-7281 Fax(203)791-2451
fax r a n s m i t t a 1
re: Stop& Shop, South Windsor
from: Special Testing Laboratories
date: November 7,2002
pages: 2
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 and 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: 10-23-02.f& 10-25-02.rebar
From:NIIS Department 203-791.2451 To:John Collins Date:1 V7102'rime:3:47:18 PM Page 2 of 3
Client: Bartlett Brainard EaCOLL Inc.,Bloomfield,Connecticut
S T L Project: Stop&Shop, Store 699,South Windsor,C'1
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING LABORATORIES,INC. Inspector: G. Useda
PO one 2.U3)743 Bethel Fax C (2 P03)7912451 Date: October 25,2002 Reinforcing(Reber)Report
PROGRESS OF WORK: z\n authorized representative of this firm was dispatched to the above project site to inspect
Reinforcing Steel in accordance with drawings and specifications provided, Tlie following is noted:
LOCATION(S): Wall Connector,North Side.
COMMENTS: Special Testing Laboratories, Inc. certifies that all bars seen are properly sized mid located and that
nifii iilunl cover can be obtauled. We do not accept responsibility for any movement that may occur subsequent to our
inspection.
DRAWING(S):
No. A. S.1 By: Landry Arch. Revision: 1 Dated: 7/23/02 Approval Date:N,'A stamp#12653
REPORTED TO:Client;Building Official;Owner Representative;Landry Architects, Erdman Anthony&Associates;
Applcdorc Engineering Inc.
Respectfully submitted,
SPECIAL TESTING LABORATORIES, INC.
Richard Spccialc-Director John Hardman, P.E.
Vice President Vice President
TIE RESULT'S SHOWN ON THIS REPORT RELATE ONLY TO THE SANWLES TESTED.
THIS Rh.POR1'SHALL NUT SE USED'lU CLALVIPRODUL'1't!.NL)ORSENI N'!BY N`'LAP OR ANY OThALR UUVJ±.MMEN'I AUENC Y.
THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR E)TRESS PER-tiIISSION.
Jm SPECIAL TESTING LABORATORIES,LNC.EXCLUDES ALL LiAB1Lrn,FOR WORK PERFORMED BY OTHERS
AREA OFFICES IN DANBURI-HARTFORD-NEW HAVEN-NEW LONDON
From:MIS Department 203-791-2451 To:John Collins Date:11/5/02 Time:10:09:44 AM Page 1 of 3
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: November 5,2002
pages: 2
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 and 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: 10-21-02S& 10-29-02.rebar
From:%WS Depamirnent 203-'791-2451 To.John Collins Date:11/5/02 Tune:1G 09:41 AM Page 3 of 3
ti
Client: Bartlett Brainard Eacott Inc.,Bloomlield,Connecticut
ST L Project: Stop&Shop, Store 699,South Windsor,C"1
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING LABORATORIES,IN IC. Inspector: M. Signorelli
PO Box 200 Bethel,Connecticut 7y106901
Date October 29,2002 Reinforcing(Reber)Report
Phone�;ZU317�3 �2�1 Fax i,�U3) 2451 :
PROGRESS OF WORK: An authorized representative ofthis firm was dispatched to the above project site to inspect
Reinforcing Steel in accordance with drawings and specifications provided. The follolAing is noted:
LOCATION(S): Retaining Wall from C 1 to C&3.9 to B.1 & 6.
COMMENTS: Special Testing Laboratories, Inc. certifier that all bars seen are properly sized and located and that
minimum cover can be obtained. We do not accept responsibility for any movement that may occur subsequent to our
inspection.
DRAWING(S): Structural
No. A.S-1 By: KA Revision: 0 Dated: 7/25i02 Approval Date: N/A
REPORTED TO:Client;Building Official,Owner Representative;Landry Architects, Erdman Anthony&Associates;
Appledorc Engineering Inc.
Respectfiilly submitted,
SPECIAL TESTING LABORATORIES, INC.
Richard Speciale-Director John Har(man, P.E.
Vice President Vice President
THE RESULTS SHOWN ON TIES REPORT RELATE ONLY TV THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAW PRODUCT ENDORSEMENT BY N%1AP OR ANY OTHER GOVERNMENT AGENCY
Jm THE FOB.EGOIltiTG INFORMATION IS THE PROPERTY Or C1.ENTS. REPRODUCTION OR PUBLICATION ONLY WrM OUR EXPRESS PERMISSION.
SPFCIAT,TFS"TNCTARORATORTFS.PTf 117WT1 DF.SAT1,LTARTI.TTYFOR W;)Rh PF.RF0RAfMBY07WRS
AREA OFFICES IN DAIvBU Y-HA.RTFORD-NEW HAVEN-NMV LONDON