HomeMy WebLinkAbout1739 Ellington Road (14) From:NUS Department 27;-791.2451 'ro•Holm colline Date:64,02 Time-1:09:16 PM Page 3 of 5
Client: Bartlett Brainard Facott Inc.,Bloomfield,CT
S T L Project: Stop&Shop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING LABORATORIES,:NC. Inspector: M. Shaw
PO Box 200 Bethel,Connecticut 06801
Thane 120)743 7281 Fax(203)791 2451 Date: May 24,2002 Concrete Report
PROGRESS OF NNIORK:An aultxx-ized represeriative of this firm was dispatched to the above pr(ject site for a Scheduled
concrete inspection.
However,at approximately 11:00 am,this concrete inspection was canceled.
REPORTED TO: RU ILDING OFFICLkL; 6V NER REPRF9RNT.kTI1,7E; LkNTRY ARCHITECTS; ERDI` kN .kXTHO NY & A996CIATES; APPLEDORE
FKrTT1•rPFR1NrT 1Nr.;Pl(-iWFR v.aT.T.FY rowr.RFTF tiFRVirRg
Rcspectfully subnutted,
SPECIAL TESTING LABORATORIES,INC.
Richard Speciale-Director
Vice President
John IIardman, P.E.
Vice President
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
TNTS REPORT STTAT T.NOT RF.TTOWD TO CT.ATVI PRODUCT F"11MORSF.MF.NT RY N%'T.AP OR ANY O7FFR C,(-A7FRNIV FN7 AGT NC V
tau THE FOREGOINCI I1NFORMATIQIr IS THE PROPERTY OF CLIE'M REPRODUCTICN, OR PUBLICATION ONLY WITH OUR EXPRE38 PEILNOSION.
SPErLAL TES N''G LABORATORIES,INC.EXCLUDES AIL LIABILITY FOR WORK PERFORT D BY OTHERS.
AREA.OFFICES IN DANBURY-HARTFORD-NEW RAVEN-NEW LONDON
From.NO Department 203-791-2451 To:John Collins Date:?/12/02 Time:2:10:20 PM Pagel 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: July 12,2002
pages: 4
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: 6-6-021,6-10-021,6-11-021&6-12-02.f
From:MIS Department 203-791-2451 To.loran Collin Date:''/12/02 Time:2:10:20 PM Page 2 of 5
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST L Project: Stop&Shop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPEML TEST WG L.kBOR_kT(,RIES,NI C. Inspector: M. Shaw
PC)BOX ux)Bedid,Cotulect:Lnt OG801
Phoru(203)-43 7291 Fax(203)?�)1 2451 ]Nte: June 12,2002 Concrete Report
('nNC'RF.TV INSPFt"TION
Weather: Rain Air Tcnipelatule: 700Ft
Concrete Supplier: Tilcon Cylinder Pick up Date: A= 13,2002
CT,ASS (PST)
Volume Inspceted "cubic yards) 19.0
Total Volume Inspected to Date(cubic:yards) 174.0
Inspection Start Time 1530
Inspection Finish Time 1600
hispcction Dut-ation(hours) 1.5
Concrete Field Inspection and Test Results
Field Set 2; 10 A-D
Trek n 126
Tickct 906763
Timc Batched 1420
Time Discharge 1530
Air Content(%) 5.8
Slump(inches) 4.0
Concrete Temperature(°F) 81
Density(1bs cu ft) 145.6
Locations: Piers: I-I-4.3; H-4.4. Elcvator pit Footing. Footings from B-3.6 to B-4.?.
Remarks: While performing tests, rain began in a hea-v3-downpour. Cylinders were filling with water. The pour
continued,so STL Inspector continued wiiK tests.
Deviations,from the Specified Test Methods: None
Concrete Conitpression Test Results
SET 10
t"YLINDER 02t`3365 01-73366 02t-'3367 02t'3368
�`URING MFTHOD Moist P✓tolsl Moist Moist
C)NDITION Cluod Cloud ksood c-100
TESTED AT(days) 7 28 28 28
TOTAL LOAD i lbs) 63,000 1 i 1,000 114,500 112,500
PSI 2,230 3,930 4,050 3,980
BREAK i YPE D D D D
REFERENCE ASTM C39,C143,C173,C31
TYPE A:CONE TYPE B:CONE&SPLIT TYPE C.CONE&SHEAR TYPE C:SHEAR TYPE E COLUMNAR
CYLINCER DIAMETER =6" CROSS SECTIONAL AREA = 28.27 SO.IN.CYLINDER LENGTH=12"
Reported To:CLIENT RU H-DNC!OFFICLki. OWNER REPRESENT.-k=-,L.-iNDRY.1,kMTECTS,EkDM-,LW.-kNTH,^-)N' &.k9SC)CLkTE9.,kPFLEDORF
ENOWEERING INC.,PIONEER VALLEY CONbRETE SERVICES
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY.
OU THE FOREOOIN3 INFORh4P,TION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTINO LABORATORIES INC. EXCLUDES ALL LABILITY FOR WOR<PERFORMED BY OTHERS.
AREA OFFICES IN bANBLRY-HARTFORD-NEW HAVEN-NEW LONDON
From:MS Departawl 2)3-791-2451 To:Johr.Collins Dam:'1/1102 Time:2:10:20 PM Page 3 of 5
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
S T L Project: Stop&Sliop, Store 699,Soutlt Whidsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECIkL TESTI\TG LkR0 R-kTORIES,INC. Inspector: M. Signorelli
PC)BOX Vk Bdid,Colulteticu[06901
Mont(203)-43 7291 Fw:(205)7,91 24s1 Date: June 10,2002 Concrete Report
CONCRF.TF.TNSM"TION
` cathr.r: Mar All'TCr11pciatiuc: 780F=
Concrete Supplier: Tilcon Cylinder Pick up Date: June 11, 2002
CLASS (PST) -i jx )
Volume Inspected"cubic yards) 4.0
'Total Volume Inspected to Date(cubic yards) 196.0
Inspection Start Tinie 1500
Inspection Finish Time 1700
hispcction Duration(hours) 2.0
Concrete Field Inspection and Test Results
Field Set 7 A-D
Truck-rr 135
Ticket�, 806430
Tints Batched 1434
Time Discharge 1600
Air Content(%) 5.5
Slump{inches) 2.75
Concrete Temperature(°F) 77
Density i lb3 au ft) 149,7
Locations: The.two exterior pier Footincys on H Line at main entrance. Footing expansion for dimension con-rection,
between 4.5 and S. G.B and F.r Line 1.§,between g.c and g.
Remarks:None
Deviations&ont the Specified Test Methods: None
Concrete Compression Test Results
SET 7
t'*YLINDER 02t-"3305 02("3306 62t"3307 021'3308
�'tTRING METHOD Moisl l�Ioisl Moist Moisl
t )NDITION Good Good k3ood (load
TESTED AT(days) 7 28 26 28
TOTAL LOAD(lbs) 93,000 136,500 133,500 134,500
PSI 3,290 4,830 4,720 4,76k)
BREAK TYPE D D D D
REFERENCE ASTM 039,C143,C11-3.C31
TYPE A:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPED:SHEAR TYPE E COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 26.27 SO.IN.CYLINDER LENGTH=12"
Reportud To:CL1EIrT BU 1L.DING OFFICUL,OWNER REPUSENT.AMT,UNDRY.1,kCIRTECTS,ERDMkN.-kNTHCiNY&.kSS0CLJLTFS, iPPLED0RE
&xTOWEFTtING INC.;PIONEER VALLEY CONCRETE SERVICES
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY WLAP OR ANY OTHER 001/ERNMENT AGENCY.
Ou THE FOREODNO INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LIABILITY FOR WORK PERFORPAED BY OTHERS.
AREA OFFICES N lbANBLIRY-HARTFORD-NEW HAVEN-NEW LONDON
From:NES Depaitamit 203-791.2451 To:John Collins Date:711 V02 Time:2:10:20 PM Page 4 of S
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST L Pmject: Stop&Sltop, Store 699,Soutit Whidsor,CT
C'ontirActor: Bartlett Brainard Eacott Inc.
SPECUL TESTING LA.HOR-A.TGRIES arc. Inspector: S. Mulphy
PO Box LUO$cd1c1,Cotu>cehcut 068(]1
I'hono i:203)743 7;291 Fax(201)'91 W1 Date.:June 11,2�}C}2 Concrete Report
CONCRETE INSPECTION
Weather: Clear Air Temperature: 84-92`F±
Concrete Supplier: Tilcon Cylinder Pick up Date: June 12, 2002
CLASS {PSI} 3%000
Voltunc InspmtCd'cubic yards) 60.0
Total Volume Inspected to Date(cubic yards) 256.0
Tngpectinn Start Time 1200
Inspection Finish Time 1500
hupection Duration(hours) 3.0
Concrete Field Inspection and Test Results
Field Set tr 8 A-D 9 A-D
Truck= 074 126
Tickrt;i 6479 6489
Time Hatched 1139 1331
Time Discharge 1226 1426
Air Content(/,o) 1 3.5
Slump(inches) 4.5 4.0
Concrete Temperature(°F) 73 75
Density(lbs cu$} 144.1 149.7
Locations: Column Footings: F-1.2;F-1.5;F-2.3;F-2.6; F-3.1;F-3.5; F-4.1-,F-4.5. Wall on GbA Linz to Fb-5.6.
Footing B-1 to B-3.6.
Remarks: *7 day test results did not attain 65%of desig�l strength. Bartlett Brainard Eacott Inc.was notified via a
faxed copy of this report. It was noted by the STL lab technician that the sample contained excessive sand. **28-day test
results did not meet design streVh. Bartlett Brainard Eacott Inc. was notified via a faxed copy of this report. Cylinder
No.3341 is being held for a 56 clay test.
De-t4ations from the Specifled Test Methods: None
Concrete Compression Test Results
SET S SET 9
�"YLIIvTDER= G2�'333�3 G2C3339 0203140 02t'3341 02t'3346 02i'3347 021'3348 02t'3349
C'UR N-3 METHOD Moist Poloist Moist Moist Moist Must Moist Moist
1'ONDITION (30ud ciood kJood Good kjou i csood Good Chad
TESTED AT(days) 7 28 28 28 7 28 28 28
TOTAL.LOAD(lbs) 36,500 58,500 59,560 83,000 116,006 113.(Y-)0 115,500
PSI 1,290 2,070 2,100 2.940 4,100 4,000 4,090
BREAK TYPE D* D** D** D D D D
REFERENCEASTM 039,0143,C173,C31
TYPEA.CONE TYPE B.CONE&SPLIT TYPE C.CONE&SHEAR TYPE D:SHEAR TYPE E.COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 18 17 SQ.IN.CYLINDER LENGTH=1:2
R ported To:C71ENT,BU HLDN-4 OFFICUL OWNER RBPRESENT.kMT,LANDRY ARMTECTS,ERDMAN ANTHONY&ASSOCLkTE,9,.-,PPLED0 RE
ENGINEERING INC.;PIONEER VALLEY CONCRETE SERVICES
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY.
Gu THE FOREGOING INFORMATION 12 THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION
SPECIAL TESTING LABORATORIES.INC. EXCLUDES ALL LABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES N DANBURY-HARTFORD-NEW HAVEN-NEW LONDON
From:NUS Department 203-791.2451 To:John Collins Date:V 11U2 Time.2:10:20 MI Page 5 of 5
r
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
S T L Project: Stop&.Shop, Store 699,Soutli Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECLkL TESTING LkR(')RkTORIES,NC. jnspCetor: E. Bishop
PC)Box.100 Bculd,Cotn►calcut 06801
Phonc(2133)743 7291 Far.(203)791 2451 Date: June 6,2002 Concrete Report
("ONC'RYTF,INSPF.C'TION
Wrathr.r. Cloudy Air Tcinperatine: 65°Ft
Concrete Supplier: Tilcon Cylinder Pick up Date: June 7,2002
Volume Inspected(cubic Wards) 42.0
Total Volutne Inspected to Date(cubic yards) 192.0
Inspection Start Tine 1100
Inspection Finish Time 1330
Inspection Duration(hours) 2.5
Concrete Field Inspection and Test Results
Field Set a C A-I)
Truck Tr 117
Ticket ii 6313
Timc Batchcd 1049
Tune DiSclwge 1300
Air Content(%) 4.0
Slump(inches) 4.0
Concrete Temperature("F) 69
Density(lbs cu.ft) 149.2
Locations: Wall: Line 1F,froni C.0 to B. Pier: E234; D234
Renrarltg:None
Deviations front+the Specified Test Methods: NTone
Concrete C"ontpression Test Results
SET 6
k'YLINDER e 02(-'3257 02C3258 02C3259 02C3260
CURING METHOD Moist Moist Moist Moist
t )NDITION tsood Good ksood good
TESTED AT(days) 7 29 28 28
TOTAL LOAD(lbs) 80,506 117,000 116,006 116,500
PSI 2,850 4.140 4,100 4,120
BREAK TYPE D D D D
REFERENCE ASTM C39,C143,C173 C31
TYPE A:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE D:SHEAR TYPE E:COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 28.27 SO.IN.CYLINDER LENGTH=12"
ENr'Q1PdF 12Ov IN PI I El R VALLEY CONCRETE SE VICESI'.�'1'lti")=,LINIi1tY.kkCHI'1']✓C'1'S;1!1tDMAN.�N'fH+'>til Y 3t ASSCL'Lk'1'1±5,.kPPLEIN)1�
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SWILL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY.
3U THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES IN MM 61JRY-HARTFORD-NEW HAVEN-NEW LONDON
From:NUS Depart tent 203-791.2451 To:John Collins Date:6/1 SiC2 Time:4:48:50 PM, Page 7 of I
Client: Bartlett Brainard Eacoll Inc., Bloonll[ield,CT
ST L Project: Stop&Shop, Store 699,South Windsor,Cl'
Contirractor: Bartlett Brainard Eacutt Inc.
SPECIAL TESTING LABORATORIES,INC. Inspector: J. Carrano
PO Box 200 Bethel,Connecticut 06801
Phone 1,20)743 7281 Fax(203)791 2451 Date: June 5,2002 Concrete Report
PROGRESS OF NVORK:An audmized representative of this firm was dispatched to the above project site for a scheduled
concrete inspection.
However,at approximately 3:30 pm,this concrete inspection was postponed due the threat of'rain..
REPORTED TO: RU III NG OFFICL�L-, OWNER REPR.F.SFNTATTE, L.kNDRY ARCMTECTS; ERDAkN ANTHONY � .-vSSOCLJLTES-, APPLEDORE
FNr4NRFR NrT TNr.;PIONFF.R V afINN'("nNf"RFTF 1,ZFR1,7rFti
Respectfully submitted,
SPECIAL TESTING LABORATORIES,INC.
Richard Speciale-Director
Vice President
John IIardman, P.E.
Vice President
THE RESULTS SHOWN ON THIS RFYORT RELATE ONLY TO THE SAMPLES TESTED.
T M RFF(ORT SFTAT T N(1T RF TTSM TO CLATVTPRODTT(TFN;DORSFVrF.NT BY NNIAP OR ANY OTHFR MVF.RTQMF:NT A(7N(1'
Gu THE FOREGOING LNFORMATICN IS THE PROPERTY OF CLIENTS. REPRODUCTICN OR PUBLICATION ONMY WITH OUR EXPRESS PETcMISSION.
SPECIAL TEMING LABORATORIES.INC.EXCLUDES?.LL LIABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW D)NDON
From:MIS Depaitment 203-791-2451 To:Join Collins Date:6118J02 Time:4:48:50 P!1S Page of'7
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
S T L Project: Stop&Shop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECLkL TESTING L-LHpRkT4RMS,NC. Inspector: M. Signorelli
PC)Bogy:-'00 Bedid,Connecticut 09801
Prone.(205);43"'_291 Fax(2W)7!)124�1 Date: June 10, 2002 Concrete Report
C ONC'RF,TE TNSPFETION
Wcathcr: Clcar Air Tralipciatmc: 78`'F-±-
Concrete Supplier: Tilcon Cylinder Fick up Date: June 11.2002
("T,ASS (PST) 3,()f)()
Volume Insp=ted (cubic yards) 4.0
Total Volume Inspected to Date(cubic yards) 196.0
Inspection Start Time 1500
Inspection Finish Tinie 1700
Inspection?duration(howl) 2.0
Concrete Field Inspection and Test Results-
Field Seta 7 A-D
Truck'* 135
Ticket 806430
Time Batchcd 1434
Time Discharge 1600
Air Content(%) 5.5
Slump I inches) 2.75
Concrete Temperature(°F) 77
Density"Ibs cu ft) 149.7
Locations: The two exterior Pier Footings on H Line at main entrance. Footing expansion for dinlansion corn-ection,
between 4.5 and 5, Ci.B and F.C. Line 1.§,between g.c and g.
Remark:None
Deviations Boni the Specified Test Methods: None
Concrete Compression Test Results
SET 7
t�YLINDER 4- 02('33D5 02t'3306 02t_',3307 020"3308
CURN0I\ETHOD Mol.SL Maisl moist Moist
CC)NDITION Good
TESTED AT(days) 7
TOTAL LOAD i lbs) 93,000
PSI 3,296
BREAK TYPE D
REFERENCEASTM C39,C143,C173,C31
TYPEA:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPED:SHEAR TYPE E'COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 28-27 Sty.IN.CYLINDER LENGTH=12"
Reported To:CUNT'EU ILDING OFFICLiL OWINTER REPRESE•NTAMTT L.kNDRY ARCHITECTS;ERDNLLN ANITHO*\Y&ASSOCUTES,APPIEDORE
ENGINEER NG INC.:PIONEER VALLEY Wk;RETE SERVICES
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIUI PRODUCT ENDORSEMENT BY%1 AP OR ANY OTHER GOVERNMENT AGENCY.
ou THE FOREGDNO INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES N lbANBLRY-HARTFORD-NEW HAVEN-NEW LONDON
From:NES Depacirnent 203-791.2451 To:John Collins Date:7/15102 Time:4:24:20 PM Page 3 of 3
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST L Project: Stop&Shop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECLkL TESTING LkROkATORIES,INC. Inspector: S. MurphS-
PC)Box z00 Bediel,Cotuiceticut 06801
Photic(203)?43 7291 Fax(201)791 2451 Datt: June 13,2002 Concrete Report
CONCRETE INSPFt"TIf)N
Weather: Cloudy Air Tcn>!per atmc: 76°F±
Concrete Supplier: Tilcon Cylinder Pick up Date: June 17, 2002
("T,ASS (PST)
Volume Inspected(cubic yards) 20.0
Total Volume Inspected to Date(cubic yards) 194.0
Inspection Start Time 1300
Inspection Finish Time 1430
Inspection Duration(hours) 3.5
Concrete Field Inspection and Test Results
Field Set ix 11 A-D
Truck 135
Ticket 6600
Timc Batchcd 1319
Time Discharge 1416
Air Content(%) 4.5
Slump(inches) 4.5
Concrete Temperature(°F) 76
Density(lbs cu ft) 149.7
Locations: Footing on 4.7 Line,front A to B; A Line,fi-om 4.7 to 5.4: 5.4,fi•onr A to A.c Line;Ac Line,from 5.4 to 5.9.
Remarks:
Devviations from the Specifted Test Methods: None
Concrete Compression Test Results
SET 11
t"YLINDER 4 02c-'3445 02t'3446 02(,3447 02c"3448
�"L1RINO A�THOD Moisl Moisl Moisl Ivloisl
)NDITION (hod (33od sood Chod
TESTED AT(&N-s) 7 28 28 28
TOTAL.LOAD(lbs) 100,000 144,500 141,000 143,500
PSI 3,540 5,110 4,990 5,080
BREAK TYPE D D D D
REFERENCE ASTM C39,C143,C173,C31
TYPEA:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE D:SHEAR TYPE E:COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 28.27 SO.IN.CYLINDER LENGTH=12"
Reported To:CLIENT;EU ILD NG OFFICLi ER REPRESENTATILT,L-INDRY.ARCHITECTS;ERDM&kN_-,NTHON' &..SSOCLj.TES,APPLEDORE
ENGINEERING INC.;PIONEER VALLEY CON OWNER
SERVICES
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAW PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY.
ou THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIIN INC. EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES N bANBURY-HARTFORD-NEW HAVEN-NEW LONDON
From:MIS Department 203-791-2451 To:Join Collms Date:"./17/02 Time:4:27:40 PM 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: July 17,2002
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: 6-17-02.f&6-18-02.f
From:MIS Depa lment 203-791-2451 To:John Collins Date:',V 17/02 Time:4:2;:40 PM Page 2 of 3
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
S T L Project: Stop&Stop, Store 699,Soutlr Windsor,CT
Contractor- Bartlett Brainard Eacott Inc.
SPECLiLL TESTING LkROR-kTORIES,INC. Inspector: S. Murphy
PO Box 2(X)Bethel,Cotuncetitut 06801
Mom(203)743 7291 Fax(203)791 2451 Date: June, 19,2002 Concrete Report
(`0N(4RF,TF,INSM"TION
`Feather: Clear Air TCiupriatinc: 88°F±
Concrete Supplier: Tilcon Cylinder Pick up Date: June 19,2002
CLASS (PST) 411000
'Volume Inspected"cubic yards) 95.0
Total Volume Inspected to Bate(cubic yards) 364.0
Inspection Start Time 1330
Inspection Finish Thue 1530
Inspection Duration(hom•s) 2.0
Concrete Field Inspection and Test Results-
Field Set ii 14 A-D 15 A-D
Truck n 074 060
Ticket;� 6758 676 3
Time Batched 1337 1435
Time Discharge 1430 1529
Air Content(%) 5.0 4.0
Slump(inches) 4.75 4.5
Concrete Temperature('F) 76 76
Density(lbs cu.ft)
Locations: Wall on B Line,from 2.3 to 4.3, 6 Line,from B.c to F.b;Fb to 5.6 Line. Piers: 3.6 on B.b; 3.8; 3.9;on B.D;
BD 4.5.
Remarks:None
Deviations from the Specified Test Methods: None
Concrete Compression Test Results
SET 14 SET 19
A'YLAIDER - 02C3505 02C3506 02,03507 02t-'3508 02{�3509 02C`3510 02c'3511 02+-'351
t-L1RINc'METHOD Moist !A01Sl Mwsl Mwst Moist Moist Moist Moist
CONDITIC)N csood Good C3ood I J00d J700d ,food c TO t1ood
TESTED AT(days) 2 )8 28 28 ? 28 28 28
TOTAL LOAD(1bs> 69,000 132,060 13.1,500 131,(i00 61.000 126,500 128.500 129,500
PSI 2,440 4,670 4,760 4,650 2.160 4,470 4,550 4,580
BREAK TYPE D D D D D D D D
REFERENCEASTM C39,C143.0173,C31
TYPEX CONE TYPE B:CCNE&SPLIT TYPE C:CONE&SHEAR TYPED:SHEAR TYPE E.COLUMNAR
CYLINDER DIAMETER =8" CROSS SECTIONAL AREA = 28 27 SQ.IN.CYLINDER LENGTH=12"
Reported To:CLIENT;BU ILDING OFFICUL,,OWNER REPRESENT.�'ME;Lil,MRY.{RCFHTECTS,ERD?vLkN, .A1\'THONY&.,►9S0CLkTES,.-.PPL3DORE
ENGINEER NG INC.:PIONEER VALLEY CONCRETE SERVICES
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY WLAP OR ANY OTHER GOVERNMENT AGENCY.
Ou THE FORE00N3 INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTINAREAOFF CE5 N INC bANBURY EXCLUDES
TFORD-'NEEW HAVEN NEW LONO PERFORMED BY OTHERS.
From:MIS Department 203-791.2451 To:John Collins Date:?'17/021 Time,4:2':40 PM Page 3 of 3
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST L Project: Stop&Shop, Store 699,Soudi Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECLkL TESTING LA.HOR.aTORIES,INC. Inspector• S. Murphy
PO Box.100 Bod1C1,ColUICCLICut 06801
Prone(203)143'7291 Fas(203)791 24{1 Date: June 17,2002 Concrete Report
C ONC'RF.TF.IN S"PFt"TION
WeathCr: C1Car All'Tciuputatuie: 89°F*
Concrete Supplier: Tilcon Cylinder Pick up Date: June 18, 2002
CLASS (PST) 4,000
Volume Inspected(cubic yards) 50.0
Total Volume Inspected to Date(cubic yards) 279.0
Inspection Start Tinie 1300
Inspection Finish Time 1600
Inspection Duration(hours} 3.0
Concrete Feld Inspection and Test Results
Field Set zi 13 A-D
Tiuck 074
Tickc;t 6700
Timr.Batchcd 1326
Time Discharge 1421
Air Content(%) 4.0
Slump(inches) 4.5
Concrete Temperature(°F) 76
Density(lbs cu fI) 145.6
Locations: Wall on B Line,front 4 to 6;6 Line,fi•oni B to B.0
Remarks: N one
Deviations front the Specified Test Methods: None
Concrete Contprebsion Test Results
SET 13
c�'YL NDER 02c-"34L55 02c_34(56 02C3467 02c-"3468
CURLT(J METHOD Moist Moist Moist Moist
CONDITION Good Good ksood 070od
TESTED AT idat-s) 3 28 28 28
TOTAL LOAD(1Ls) 79,000 127.500 128,000 127,000
PSI 2,790 4,510 4,530 4,490
BREAK TYPE D D D D
REFERENCEASTM CA C143,C173,Cs1
TYPEA:CONE TYPE B.CONE&SPLIT TYPE C:CONE&SHEAR TYPE D:SHEAR TYPE E.COLUMNAR
CYLINDER DIAMETER =b" CROSS SECTIONAL AREA = 28 27 SO.IN.CYLINDER LENGTH=12"
Reponed To:CLIENT:EU ILDINL Q 0FFlC'L1,L'OWNER 1thP-RESh l',3,T1F 4 L.�1NDRY ARCIRTECTS.l:Rl'�1&kN A�,N'll-lONY&ASSOCL-V ES: kPPLh:DORE
ENr�TNG INC,PIONEER VALLEY CONCRETE SERVICE
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY.
Gu THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS.
IN OFFICES bA 46URY-HARTFORD-NEW HAVEN-NEW LONDON
From:MIS Departrnert 203-791-2451 To:John Collins Date:7/25/02 Time:2:14:28 PM Page 7 of 7
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
S T L Project: Stop&Shop, Store 699,South`'Vindsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECLkL TESTING LAHnR-A.TORIES,INC. Inspector: S. Murphy
PC)Boa ZOO Hetllcl,Cotnicaicut e)G8o1
Phone(203)748 281 Fax(203)7,91 2451 Date: June 21,2002 Concrete Report
CONC'RF.TV IN SPF.C'TION
Weather: Clear Air TwupCratuiC: 92 0 F:t-
Concrete Supplier: Tilcon Cylinder Pick up Date: June 25, 2002
CT,AS-S (PST)
Volume Inspected(cubic yards) 49.0
Total Volume Inspected to Date(cubic yards) y62.0
Inspection Start Time 1400
Inspection Finish Time 1630
Inspection Duration(hours) 2.5
Concrete Field Inspection and Test Results
Field Set d 18 A-D
Truck n 112
Ticket ix 6869
Timc Batchcd 1506
Time Discharge 1615
Air Content(%) 3.0
Slump+;inclws) 45
Concrete Temperature(°F) 76
Density(lbs cu.ft) 149.2
Locations: B Line,from 1 to 1.6: B to A.b on 1.6-,Ab,fi•oni 1.6 to 1.8; 1.8,from A.b to B; B Line from 1.9 to 2.3.
Remarks: *7-day test results did not attain 650io of design strength. Bartlett Brainard Eacott Inc.was notified via a faxed
copy of this report.
De,vU, dons from the Specified Test Methods: Non6
Concrete Compression Test Results
SET 18
��YLINDER k 02C3617 02(13618 02t'3619 U2t"36'(j
-TRIN0 METHOD MoisL lv1oisL Moist Moist
k"ONDITION wood wood 34 0od (300d
TESTED AT"'LIkvs) 7 28 28 28
TOTAL LOAD+lbs) 45,000 95,000 90,060 92,000
PSI 1,590 33050 3180 3250
BREAK TYPE D* D D D
REFERENCEASTM 039,C143,0173,C31
TYPE A:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE C:SHEAR TYPE E:COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 28.27 60.IN.CYLINDER LENGTH=17'
Reported To:CLIENT-HU ILDING OFFICLi.L,OWNER REPRESENT.ATNE,LaNDRY ARCHITECTS,ERWAAN ANi-HONY fit._IL55Or-LkTES,.kPPLED=►RE
ENROWEaING INC.;PIONEER VALLEY CONCRETE SERVICES
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY.
THE FORE00N3 INFORMATION 19 THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES,INC. EXCLUDES ALL LABILITY FOR WORK PERFORMED BY OTHERS.
Rg AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON
From:MIS Deparvnent 203-191.245 1 To:John Collins Date:'/25/02 Time:2:14:28 PM Page 4 of
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
S T L Project: Stop&Shop, Store 699,Soudi Windsor.CT
Contnactor: Bartlett Brainard Eacott Inc.
SPECLkL TESTING LkROR.kTORIES,NC. Inspector: S. Murphy
PC)Hoe )00 Bkd1cl,Connecticut 06801
rho»t(205)743'291 Fax(203)791 24S1 Data: Jum 24,2002 Concrete Report
C ONC'RRTF INSPFETION
Weather: Clear Air Tcuipmatutc: 930F±
Concrete Supplier: Tilton Cylinder Pick up Date: June 25,2002
CLASS (PST)
Volume Inspected "cubic yards) 3 2.0
Total Volume Inspected to Date(cubic yards) 394.0
Inspection Start Tinier 1400
Inspection Fini3h Tinie 1630
Inspection Dmation(hours) 2.5
Concrete Fleld Inspection and Test Results
Field Set 19 A-D
Tiuc:k?� 126
Ticket i� 6986
Tuttc Batchcd 1448
Time Discharge 1550
Air Content(%) 4.0
Slump(inches) 4.5
Concrete Temperature(°F) 79
Density(lbs au ft) 149.7
Locations: Wall for Produce Tent on A.0 Linz.
Renurks: *7-day test results did not attain 65°.o of design strength. Bartlett Brairuu-d Eacott Inc. was notified via a faxed
copy of this report.
Deviations from the Specif'led Test Methods: None
Concrete Compression Test Results
SET 19
t-MINDER 4 021-"3621 02C'3622 02C"3623 02C"3624
r"LTP.INcs METHOD P✓Ioisl Moist Maisl 1vloisl
("ONDITION Good Good tsood 000d
TESTED AT(days) 7 28 29 28
TOTAL LOAD i lbs) 52,000 85,000 87,500 85,560
PSI 1,840 3,010 3,100 3,020
BREAK TYPE D* D D D
REFERENCEASTM C39,0143,C173,031
TYPE A:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE D:SHEAR TYPE E.COLUMNAR
CYLINDER DIAMETER =S" CROSS SECITICNAL AREA = 28.27 SO.IN.CYLINDER LENGTH=17'
Reported To:CLIENT-HU 1LDING OFFICLkl,OWNER UPRESENT.kT1ti'E,L k'-NTDf(Y.-kRCHITECTS,ERDA4.kW ANTHC>NY&-iSSOCIATES,-tPPL.EDORE
ENCfINEERTNG INC.;PIONEER VALLEY CONCRETE SERVICES
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODL OT ENDORSEMENT BY NVLAP OR ANY OTHER DOVERNIJIENT AGENCY.
THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TEST INO LABORATORIES,INC. EXCLUDE&ALL LABILITY FOR WORK PERFORMED BY OTHERS.
Rp AREA OFFICES N DANBU2Y-HARTFORD-NEW HAVEN-NEW LONDON
From:NO Department 233-791.2451 To:.io.4 Collins Date:7/19'02 Time:3:39:32 Pb1 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 1
re: Stop& Shop, South Windsor
from: Special Testing Laboratories
date: July 19,2002
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 faked immediately following this cover page.
Reports Dated: 6-19-02S&6-20-02S
From:NES Department 203-791-2451 To:John Collins Date-7/19/0,2 Time:3:39:32 P1V: Page 2 of 3
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
S T L 1'mject: Stop&Shop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECLA.L TESTING LkRORATORIES,ArC. Inspector: S. MuiphS-
PC)Hot 200 Bedirl,Comecticut 06801
Phoun(203)743 7261 Fax(203)791 2451 Date: June 20,2002 Concrete Report
CONC'RF.TE TN SPRCTION
Weather: Clcar Air TCnlpciatmr.: 91°Ft
Concrete Supplis✓r: Tilem Cylinder Pick up Date: June 21,2002
CLASS (PST)
Volume Inspected I cubic yards) 25.0
Total Volluue Inspected to Date(cubic yards) 314.0
Inspection Start Time 1400
Inspection Finials Time 1630
Inspection Dwation(hours) 2.5
Concrete Field Inspection and Test Results
Field Set 4 17 A-D
Truck 6865
Tickct 1420
Time Batchcd 1527
Air CentenL(%) 4.0
Slump(1nc1108) 4.5
Concrete Temperature(°F) 77
Density(lbs cu 11) 150.2
Locations: Footing for loading clock: 1 Linz to 1.9;B Line to A.6, 1.9 Line,A to B. Footing Piars: Ed and Rd on 7
Line; F.d on 5.8;Column 5.34 on F.c Linz.
Remarks,:None
Deviations front the Specified Test Methods: Norse
Concrete Conrpresssion Test Results
SET 17
CYLINDER z� 02t-"3545 02C'3546 02C'3547 02C"3548
k TRINOIvSTH(-)D Moist Moist Moist Moist
CONDITION (rood Mod wood cJood
TESTED AT(days) 7 28 28 28
TOTAL LOAD('lbs) 87,000 113,000 114,500 112,500
PSI 3,680 4,000 4,050 3,980
BREAK TYPE D D D D
REFERENCEASTM C39,0143,C173,C31
TYPEA.CONE TYPE B.CONE&SPLIT TYPE C.CONE&SHEAR TYPED.SHEAR TYPE E.COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 26.27 SO.IN.CYLINDER LENGTH=12"
Reportad To:CLIENT-BU IU')NCf OFFICLi OWNER REPRESENT.k=EE LANDRY ARCHITECTS;ERDM.JkN ANTfi0'TY&ASSOCUTES,APPLED{:ARE
ENGINEERING INC.;PIONEER VALLEY CONCRETE SERVICES
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY WLAP OR ANY OTHER DOVERNMENT AGENCY.
ou THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES IN64bU @Y-HARTFORD-NEW HAVEN-NEW LONDON
From:%0 Departamt 203-791.2451 To:John Collins Date- /19,102 Time:3:39:32 PN•t Page 3 of 3
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
S T L Project: Stop&Shop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTWG LkROR.kTORIES,INC. Inspector: S. Murplly-
PC)Box.100 Seidl,C01111ccticut 06801
Phone(203)743 7291 Fe3:(263)791 2451 Date: June 18,2002 Concrete Report
C ONC'RFTE IN SPRC'TION
Wcatlicr: Clear Air Tcnipmaturc: 88°Ft
Concrete Supplier: Tilcon Cylinder Pick up Date: June 19,2002
CLASS (PST) 41>000
Volume Inspected(cubic yards) 95.0
Total Volume Inspected to Date(cubic yards) 364.0
Inspection Start Tinie 1330
Inspection Finisli Tine 1530
Inspection Drnation(hours) 2.0
Concrete Field Inspection and Test Results
Field Set 14 A-D 15 A-D
Truck:4� 074 060
Ticket�i 6759 6763
Tirnc Batchcd 1337 14 5
Time Diseliarge 1430 1529
Air Content(%) 5.0 4.o
Slump(inches) 4.75 4.5
Concrete Teniperaturt:(°F) 76 76
Density(lbs au.ft)
Locations: Nall on B Line,from 2.3 to 4.3, 6 Line,from B.c to F.b;Fb to 5.6 Line. Piers: 3.6 on B.b;3.9; 3.9;on B.D;
ED 4.5.
Remarks:None
Deviations front the Specified Test Methods: None
Concrete Compression Test Rel;ulb; I
SET 14 SET 15
t'YLINDER 02t'3505 02C'3506 02C3507 02►'3508 O'_t'3509 02t-'3510 02k"3511 02k-"3512
�'LTRNO METHOD MoisL Moist Moi3L Moist mo].SL Mwsl. M01SL M01SL
i)NDITION Isood flood ksood 0 d csood ksood CJood csood
TESTED AT(dabs) 2 28 28 28 2 28 28 28
TOTAL LOAD i lbs) 69,69-') 132,000 134,50o 131,000 61,000 126,500 128:.�U� 129,500
PSI 2,440 4,670 4,760 4,650 2.160 4,470 4,550 4,580
BREAK TYPE D D D D D D D D
REFERENCEASTM 039.C143,C173,C31
TYPE A:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE D:SHEAR TYPE E COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 28.27 SO.IN.CYLINDER LENGTH=12"
Reported To:CLIENT,HU ILDING OFFIML,OWNER REPRESENTATIVE,LkNDRY.tRMTECTS,ERDN4_-iN_.kNf-IONY&.kSS0CLa.TES,APPLEDORE.
ENGWEERING INC.;PIONEER VALLEY CONCRETE SERVICES
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERN14ENT AGENCY.
ou THE FOREODNG INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LIABILITY FOR WORK PERFORPAED BY OTHERS.
AREA OFFICES INbANBLARY-HARTFORD-NEW HAVEN-NEW LONDON
From:MIS Department 203-791-2451 To:John Collins Date:6/27/02 Time:1:14:58 PM Page 1 of 3
FAX COVER SHEET
SPECIAL TESTING LABORATORIES, INC.
P.O.Box 200,Bethel,Connecticut W01
Phone(203)743-7281 Fax(203)791-2451
fax r a n s m i t t a l
re: Stop& Shop, S. Windsor
from: Special Tea-ting Laboratories
date: June 27, 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 du 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: 5-29-02.f&6-19-02.f
From:NUS Department 20?-191.2451 To:John Collins Date:6i27102 Time:1:14.58 PM Page 2 of3
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
S T L Project: Stop&Shop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECUL TES UG LkR()R.-1Tr)RIES,TWC. Inspector: S. Murphy
PC)Box.100 Be-tlicl.ColulcctiCut 06801
rhone.(203,)-48'291 Fas:(203)791 >4s1 Uatx: June 19,2t}02 Concrete Report
('nNC'RF.TF TNSPFETION
Weather: Clear Air Tcntperatac: 90 Ft
Concrete Supplier: Tilcon Cylinder Pick up Dati:: June 21,2002
C'T,ASS (PST) 4,000
Volume Inspected'cubic yards) 5.0
Total Volume Inspected to Date(cubic cards) 369.0
Inspection Start Time 1500
Inspection Finigh Time 1600
Inspection Duration(hours) 1.0
Concrete held Inspection and Test Results
Field Set 4 16 A-D
Truck Tr 124
Ticket iz 6906
Time Batchcd 1439
Time Discharge 1540
Air Content(%) 4.5
Slump(inches) 4.0
Concrctc Temp:rature(°F) 74
Density i lbs cu.ft) 149.2
Locations: Piers: 1.7; 2.1 on F Linz; 1.5 on G Line; 5.4 on B Line.
Renvarks:None
De-*+Adons from the Specified Test Methods: Non%
Concrete Compression Test Results
SET 16
CYLINDER» 02C3541 02C3542 02k"3543 02t"3544
CURNG METHOD Moist Moist Moist Nloist
t"0NDITION Chod
TESTED AT(days) 7
TOTAL LOAD(lbs) 93,500
PSI 3,310
BREAK TYPE D
REFERENCEASTM C39,C143,C173,C31
TYPEA:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE D:SHEAR TYPE E'COLLIMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 28 27 90.IN.CYLINDER LENGTH=12"
RODrtediN ELCEE R SETAUVE UNDRY ARMTECTS:EtLNM ANTHO NY&A9420CUT;S:APPUI)ORE
o LJ PIENER VALEYCONRTSV
THE RESULTS SHOWN ON THIS REPOR7 RELATE ONLY TO THE SAVIPLE�TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY.
3U THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PLBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES INC EXCLUDES ALL LABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES N 6QR 6LIRY-HARTFORD-NEW HAVEN-NEW LONDON
From-NIIS Department 203-791-2451 To:John Collins Date:6,27102 Time.1:1-1:58 PN4 Page 3 of 3
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST L Project: Stop&Sliop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECLkL TESTING LkROkATORIHS,NC Inspector: J. Ca1Y ano
PO Box MX)Edlel,Coin»cticut 06601
Phone -,43'291 Fax(203)i91 2451 Date: May 29,2002 Concrete Report
C ONCRYTE TNSPFETION
Wcathcr: Clcar Air Tciapmatlnc: 75°Ft
Concrete Supplier: Tilcon Cylinder Pick up Date: June 3, 2002
MASS (PST)
Volume Inspected"cubic yards) 11.0
Total Volume Inspected to Date(cubic yards) 37.0
Inspection Start Tinie 1500
Inspection Finish Time 1630
Inspection Duration(hours) 1.5
Concrete Field Inspection and Test Results
Field Set ii 2 A-D
Truck* 074
Tic:kct 806009
Time Batc:hcd 1450
Time Discharge 1605
Air Content(%) 6.0
Slump(inches) 3.25
Concrete Temperature ff) 78
Density(lbs cu ft) 149.2
Locations: Footings: 1-B to 1-Cc.
Remarks:None
Deviations from the Specified Test Methods: "None
Concrete Compression Test Results
SET 2
1"YLINDER:. 021-'3101 02t.'3102 02t"3103 02I"3104
CURING METHOD Molst Moist Moist Moist
CONDITION Good Good ksood Good
TESTED AT(days) 7 28 23 28
TOTAL LOAD(Ibs) 84,000 130,500 133,500 131,56
PSI 2,970 4,620 4.,720 4,650
BREAK TYPE D D D D
REFERENCEASTIUI C39,C143,C173,C31
TYPEX CONE TYRE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE Q:SHEAR TYPE E.COLUMNAR
CYLINDER DIAMETER =fi" CROSS SECTIONAL AREA = A.27 SO.IN.CYLINDER LENGTH=12"
ReD orted To:CLIENT,ELJ ILE)ING%'L'1CUL:OW ER R P12-�,SvrivE L kNL)KY.kRcm'rEc'rs,,ERL)IAAN AN17HONY&ASSOCZkTE�S: .4PPLEL)OR ,
ENrsIIJEMN1 6 A1r_,;PIONEER VALLEY CONCRETE SERVICES
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY WLAF OR ANY OTHER GOVERNMENT AGENCY.
3LI THE FOREGON3 INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY kVITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES INbAN URY-HARTFORD-NEW HAVEN-NEW LONDON
From:MS Department 203-791-2451 To:John Collins Date:7i9i02 Time:1:21:22 PM Page 1 of 5
FAx COVER SHEET
SPECIAL TESTING LABORATORIES, INC.
P.O.Box 200,Bethel,Connecticut(16801
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: July 9,2002
pages: 4
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 tlo 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: 6-4-02S,6-21-02S,6-24-021&7-1-02A
From:M Department 203-791.2451 To:Jolm Collins Date:7/9i02 Time:1:21:22 PM Page 2 of 5
- Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST L Project: Stop&Shop, Store 699,Soutlt Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECLkL MTIWr-y LkROR-kTORIES,INC Inspector: S. Murphy
PC)Box L00 HCu1C1,Connecticut 06801
Phone(203)143 7291 Fax(203)791 2451 Date: June 24,2002 Concrete Report
C ONC'RFTF TNSM'TION
Weather: Clear Air TC1Upciatmc. 93°Ff
Concrete Supplier: Tileon Cylinder Pick up Date: June 25,2002
CLASS.ASS (PST) 4,()w)
Voltune hupected(cubic yards) 32.0
Total Voli nie]respected to Date(cubic yards) 394.0
I1is,pection Start Time 1400
Inspcetion Finish Tiiue 16-10
Inspection Duration(hours) 2.5
Concrete held Inspection and Test Results
Field Set ii 19 A-D
Truck r 126
Ticket ii 6986
Tunc Batched 1449
Time Discharge 1550
Air Content(%) 4.0
Slump+'inches) 4.5
Concrete Temperatmv(°F) 79
Density(lbs au fI) 149.7
Locations: Nall for Produce Tent on A.0 Linz.
Rentarks: *7-day test results did not attain 650%of design strength. Bartlett Brainard Eacott Inc.was notified via a faxed
wpy of this report.
Dev,iations front the Specified Test Methods: None
Concrete Compression Test Results
SET 19
CYLINDER 021'3621 02t'3622 021'3623 021'361-4
1'LTkN('1vSTHOD IAOISL M01SL MwSL MO1SL
I'ONDITIC_)N csoOd
TESTED AT(days) 7
TOT. L LOAD+lbs) 52,000
PSI 1,840
SUE K TYPE D*
fZEFERENCEASTM 039,C143,C173,C31
TYPEA:CONE TYPE B:CONE&SPLIT TYPE C::CONE&SHEAR TYPE D:SHEAR TYPE E COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 23.27 SO.IN.CYLINDER LENGTH=12"
Reported To.CLTNT,RU ILDINO riFFICLJLL CANNER REPRESENT,kTI"-E,LANDRY.kRCTHTECTS,FRDNLILN.-INTHONN'&ASSOC kTES,.kPPLEDORE
ENCHNEERI e INC.;PIONEER VALLEY CONCRETE SERVICES
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY.
THE FORE00143 INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
Gu SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES 19 bS NBURY-HARTFORD-NEW HAVEN-NEW LONDON
From:MIS Department 203-791.2451 To:John Collins Date:7f9/02 Time:1:21:22 PM Page 3 of 5
Client: Bartlett Brainard Eacott Inc.,Blooniield,CT
ST L Project: Stop&Sliop, Store 699,Soutli Windsor,CT
Contractor: Barlett Brainard Eacott Inc.
SPECAL'TESTING LkROR_kTORIES,INC. Inspector: S. Murphy
Pt:)Box 200 SG111d,Couticeticut 06801
rhont(203)743 2BI Far.(203)701 24SI Date: June 21,2002 Concrete Report
C ONC'RF,TF,IN SPFt"TION
` cathcr: Cl= Air TC111pC1atuic: 92°Ft
Concrete Supplier: Tilcon Cylinder Pick up Date: Julie 25, 2002
MASS (PST) i,00i)
Volume Inspected (cubic yards) 49.0
Total Volimie Inspected to Date(cubic yards) -362.0
Inspection Start Time 1400
Inspection Finish Tinie 1630
Inspection Duration(hours) 2.5
Concrete Field Inspection and Test Results
Field Set a 18 A-D
Tluc:k ft 112
Tick.-t= 6869
Tiinc Batched 1506
Time Discharge 1615
Air Content(%) 3.0
Slump(inches) 45
Concrete Temperature(°F) 76
Density(lbs cu ft) 149.2
Locations: B Linz,front 1 to 1.6; B to A.b on 1.6;Ab,fi•orn 1.6 to 1.8; 1.8,from A.b to B; B Line from 1.9 to 2.3.
Reniarks: *7-day test results did not attain 65%of design strength. Bartlett Brainard Eacott Inc.was notified via a faxed
copy of this report.
Deviations from the Specified Test Methods: None
Concrete Compression Test Results
SET 18
(MINDER i. 02t-"3617 02t"3618 021-'3619 02t-"3620
t"LTRINtJ METH{�D Moisl Moisl Moist lvioi�l
i ONDITION 0 od
TESTED AT(days) 7
TOTAL LOAD I'lbs� 45,0(k
PSI 1,590
BREAK TYPE D*
R EFER ENCE ASTM C39,0143,C173,031
TYPEA:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE D:SHEAR TYPE E'COLUMNAR
CYLINDER DIAMETER =6" CROSS SECII-IONAL AREA = 28.27 SO A CYLINDER LENGTH=12"
Repported To:CUNT,BU ILDING OFFIUL11 OWNER REPF.ESENTAME;LyNDRY ARCHITECTS;EM&kN ANTH,��iSi&ASSOCUTES,APPLEDC>RE
Ed�TGfNF�R&G INC, VALLEY CU�ICRETE SERVICES
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SWILL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY WLAP OR ANY OTHER GOVERNMENT AGENCY.
Gu THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING AAREA LABORATORIES
13ANNBLRY EXCLUDES
-LABILITY
HAVEN-NEPERFORMED
LONDON ED BY OTHERS.
From:MIS Department 203-791.2451 To:John Collins Date:7!9i02 Time:1:21:22 PM Page 4 of 5
Client: Bartlett Brainard Eacott Inc., Bloomfield,CT
ST L Project: Stop&Shop, Store 699,South lVindsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECLtL TESTING L00R-A.TORIES,TrC. Inspector: J.Carrano
PC)Box.100 Bethel,Comectieut 09801 *�
Phont(203)743 7291 Fat.(2W)791 2451 Date: June 4,2002 Concrete Report
C ONC'RF,TE TN SPFt"TION
Wcathor: Cloudy All'TC1npciatuic: 74`,Ft
Concrete Supplier: Tilcon Cylinder Pick up Date: June 7,2002
CLASS (PST)
Volume Inspected(cubic Lards) 25.0
Total Volume Inspected to Date(cubic yards) 150.0
Inspection Start Time 1300
Inspection Finish Time 1530
Inspection Duration(hours) 2.5
Concrete Field Inspection and Test Results
Field Set a 5 A-D
Truck 7i 116
Ticket i= 806238
Time Batchrcd 1235
Time Discharge 1340
Air Content(°io) 6.5
Slump(inc:hes) 4.5
Concrete Temperature(°F) 77
Density(lbs cu ft) 148.2
Locations: Wall: G-2 to G.b-4
Remarks:None
De%iations front the Specified Test Methods: None
Concrete Compression Test Results
SET 5
>'Y=ER 4 02C'3249 02t'3250 021'3251 02('3252
I'URING METHOD Moist Moist Moist Moist
CONDITION Good Good Good Good
TESTED AT(days) 7 28 28 28
TOTAL.LOAD(bs) 75,500 117,500 119,500 121,000
PSI 2,u70 4,1130 4,230 4,280
BREAK TYPE D D D D
REFERENCEASTM C39,C143,C173 C31
TYPE A:CONE TYPE B.CONE&SPLIT TYPE C:CONE&SHEAR TYPE D:SHEAR TYPE E:COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 28.27 60.IN.CYLINDER LENGTH=12"
Reporter!To:CLIENT,ELI IWING Ut'FICLkL:OW lJlt R)=I'1dESE 1'.�'1'ltil�;LANDRY ARCIWECTS,EIZDAkN ANl'HONY&AS50CZ.VrES:APPI.EDORE
ENGDMER NO INC.;PIONEER VALLEY CONCRETE SERVICES
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY To THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY.
13U THE FOREGON3 INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES N&MIBLI RY-HARTFORD-NEW HAVEN-NEW LONDON
From:NUS Deput-tont 203-791.2451 To:John Collins Date:7119i02 Time-1:21:22 PM Page 5 of 5
Client: Bartlett Brainard Eacutt Inc.,Bloomfield,CT
S T L Project: Stop&Shop,Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING LABORATORIES,INC. Inspector: S. Murphy
PO Box 200 Bethel,Connecticut 06801 Date: July 1 2002 Field Density Report
Phone(203)743 7281 1 ax(20,1791 2451 �
CERTIFICATE OF TEST
MATERIAL: Onsite
LOCATIONS: All tests taken at 4.7 to 5.4 line from A to B.
SPECIFIED COMPACTION REQUIREMENTS: 95% - All tests were Accepted.
Inspected the compaction of fill material. In place density tests taken,results noted below.
INSITU DENSITY TESTS ASTM D-1556_ D-2167_ D-2922 X
TEST NO. INSITU DRY
APPROXNIATE COMPACTION OPTn" DENSITY NSITU MOISTURE
ELEVATION LBSICUSIC NUCT MO1STUkE LE&CUBIC r'OOT COMPACTION 96
1 95.30 1245 9.7 124.2 3.1 99.8
2 121.6 3.2 97.7
3 119.5 3.6 96.0
4 119.2 5.9 95.7
REMARKS: Approximate elevations provided by contractor.
MATERIAL TESTED: Similar to Proctor for Sample No. 02SO138E PROC, Dated: 05/21L`02
ALL DATA NOT REPEATED IS TYPICAL
REPORTED TO: Client; Building Official; Owner Representative; Landry Architects, Erdman Anthony & Associates;
Appledore Engineering Inc.;Cherry Hill Demolition
Respectfully submitted,
SPECIAL TESTING LABORATORIES,INC.
Richard Speciale-Director Jolui Hardzuar.,P.E.
Vice President Vice President
THE RESULTS SHOWN ON THIS REPORT REL NTE ONLY TO THE SAI%IPLES TESTED
THIS REPORT SHALL N OT BE USED TO CL.AJM PRODUCT EVT7ORSEME2\7 BY NVLAP OR ANT OTHER GOVERNMENT AGE1ti C;Y.
THE FOREGOING 24FORNIATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION DNLY UTM OUR E?TRESS PERMISSION.
SPECIAL TESTING LABORATORIES,INC.EXCLUDES ALL LIABM111Y FOR WORK PERFORbIED BY OTHERS.
rg AREA OFFICES 1N DANBURY-HARTFORD-NEW HAVEN-NEW LONDON
1-iom:M1b Depart nwt 203-791.2451 To•JMri Collme Date:811/02 Time:8:24.32 AM Page 1 d2
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: July 31,2002
pages: 1
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
From:M Department 203-'91-2451 To:Jo`n Collins Date:811/02 Time:8:2432 AM Page 2 of 2
C91ent: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST L Project: Stop&Sliop, Store 699,Soutlt Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING L.BORATORIES,INC. Inspector: S. Murphy
PO Box 200 Bethel,Cormecticut 06801 Date: July 18
Phone+203)743 7 28.Fax(203)7912451 ,2002 Concrete Report
PROGRESS OF INIORK:An authorized representative of this Finn was dispatched to the above project site for a scheduled
concrete inspection.
However,the scheduled inspection was postponed to a later date.
REPORTED TO: RL- II,D1NG GFFICLkL; OWNER REP SENT.A.M7E; L.NIA RY ,ARCHITECTS; Fkr)rIkN .kNTHONY & A990CUTES; APPLEDC4RE
FKr,T\TF.F.R1NrT TN(:;P1nNFRR L'VIRV r,0NCRFTF RF.R!T'Rg;TTT.('nN r..ONNF.r frTTT
Respectfully submitted,
SPEC:'TAI,TESTING LABORATORIES,TNC.
Richard Speciale-Director
Vice President
John I Iardman, P.E.
Vice President
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
IRIS RE11OKl'SHALLNUTBEUSEDTOCLALM PROD UCTlad`DOFSh:MENTBINVIANOR?,NYU'1hERUOVERNN.ENTAUENCY.
TEE FOREGOING INFORIIWT[ON IS TIRE PROPERTY OF CLIENTS. REPRODUCTICN OR PUBLICATION ONLY WITH OUR EXPRESS PERNIISSION.
SPECIr1L TESTING LABORATORIES,LNC.EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS.
Rg AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON
From:NIIS Department 203-791.2451 To:7ohr.Collins Date:8/6/02 Time:8:04 02 A 4 Fage4 of 8
Client: Bartlett Brainard E3cott Inc.,Bloomfield,CT
ST L Project: Stop&Sliop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECLAI TEISTNG LkROR.kTORIES,INC Inspector: M. Sigriorelli/M. Shaw Page 1 of 2
PC)Box l00 Bedirl,Colglecticut 06801
Phone M3)743'281 Fax(201)791 2451 Date.: July 19,2002 Concrete Report
C"t)NC'RF,TF.IN,9PFC'T1 )N
Weather: Cloudy .air Temperature: 84`'Ft
Concrete Supplier: Tilcon Cylinder Pick up Date: July 23, 2002
CLASS (PSI) 31000
Volume Inspected(cubic yards) 300.0
Total Volume Inspected to Date(cubic yards) 701.0
Inbpcdion Start Time 0430 0430
Inspection Finish Time 1200 1200
Tnapectinn Tnn•ation(hours) 75 75
Concrete Field Inspection and Test Results
Field Set r� 21 A-D 22 A-D 23 A-D 24 A-D 25 A-D 26 A-1)
Tiuck 134 070 109 127 070 027
Ticket 907919 1077534 907924 807815 807819 807826
Time Batched 0508 0544 0545 0658 0726 0914
Time Discharge 0615 0700 0705 0820 0840 0940
Air Content(%) 15 1.0 2.0 1.5 1.() 1.5
Slump'inches) 4.o 4.o 3.5 5.0 4.o 3.75
Concrete Temperature(°F) 80 79 81 80 82 82
Dwisity(1bs cu ft) 149.7 152.3 152.3 152.8 152.8 152.3
Locations: Interior slab on 1-ddG,between Lines 4 and 6,B.d and F.b
Remarks : Fiberniesh used in concrete.
Deviations,fromi the Specified'Pest Methods: None
Concrete Compression Test Results
SET 21 SET 22
i`YLINDER= 02t"4018 02("401} 02C4020 021.'"4021 02(-'4022 02(-"4023 02CN024 02(N025
CURING METHOD Moist Moist Moist moist Moist Moist Moist Moist
CONDITION (Jood rood
TESTED AT 7 7
TOTAL LOAD Obs) 1 oo,000 108,000
PSI 3,540 3.82D
BREAK,TYPE D D
From:kffS Department 203-791.2451 To:John Collins Date:8/6/02 Time:8:04 02 AM Page 5 of 8
Client: Bartlett Brainard Eacott Inc.,Bloomfield, CT
ST L Project: Stop&Shop, Store 699,South NVIndsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPEClkL TESTING LkROR.A.TORIES,INC. Inspector: M. Sig-iorclli/M. Shaw Page 2 of 2
PO Hox 20o Btdicl,Cotmecticut 06801
Phonc(20 )748 7281 Fax(203)701 2451 Date: July 19,2002 Concrete Report
CONCRETE INSPECTION
Concrete Compression Test Results(Cont.)
SET 23 SET 24
t'YLLNDEIR.r G2C'4G2u G21'4G27 02('4G28 G21'4G29 G2t;4030 G2('4G3I U2k'4G32 U2('4G33
I'URIN("T METH(nD Moist Moist Moist Moist Moist Moist 1401st Moist
i'C)NDITI(-)N Gsood Hood
TESTED.AT 7 7
TOTAL.LOAD Obs) 110,606 97,SUG
PSII 3,890 3ASG
BREAM:TYPE D D
SET 25 SET 26
t'"YLINDER U2t'4U34 G3C,4G35 G?C,4G3u 02('4637 02('4638 02('4G39 02k'4046 02('4041
I'LTR1Ncs METHOD Moist Moist Moist Moist Moist Moist Nioist Moist
C'hNDITION Isood good
TESTED AT 7 7
TOTAL L(_)AD(Ibs) 96,000 77,SGG
P IS'I 3,400 2.740
BREAD TYPE D D
REFERENCEASTM C39,0143,C173,C31
TYPE A:CONE TYPE B CONE&SPLIT TYPE C.CONE&SHEAR TYPE D:SHEAR TYPE E.COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 28.27 SO.IN.CYLINDER LENGTH=12"
Reported To:CLIENT,EL ILDING OFFICLkL,OWNER REPRESEENTA r1VE.LANDRY ARcm'rHc''S,HRLIACjLN AN PHONY&ASSOCLVfH9:APPL EDORE:
E%WiEERING INC.;PIONEER VALLEY CONCRETE SERVICES;TILCON CONNECTICUT
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY
3u THE FOREGON3 INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES,INC. EXCLUDES ALL LIABIL17Y FOR WORK PERFORMED BY OTHERS.
AREA OFFICES N DANBURY-HARTFORD-NEW HAVEN-NEW LONDON
From:kffS Department 203-791-2451 To:John Collins Date:8/2.02 Time.5:27.54 PM Page 5 of 8
Client: Bartlett Brainard Eacott Inc.,Bloomfield, CT
ST L Project: Stop&Sliop. Store 699,Soudi Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING LA.R()RATORIFS,INC. Inspector: M. Signorelli/M. Shaw Page 2 of 2
PC)Box 200 Btfild,Cocttatcticut 06801
Photia f2b3)743-291 Fax(20)73i 241;1 Date: July- 19,2002 Concrete.Report
CONCRETE INSPECTION
Concrete Compression Test Results(Cont.)
SET 23 SET 24
CYLINDER r 020401S 01-74027 62(-'4029 01-'4029 02C"4030 01'4031 02CN 2 02C4033
CLTRINGJ METHOD Moist Moist I'10,15t Moist Moist Moist Ivloist Moist
CONDITION Gsood 63ood
TESTED Nr 7 7
TOTAL LOAD(N-0 110,000 97,500
PSI 3,890 3.450
BRE,'Y,TYPE D D
SET 25 SET 26
CYLINDER 02C4034 021'4035 02C403u 02C'4037 02C4038 02C4039 02C4040 02(-"4041
CURINJ IMETHOD Moist Moist Moist Moist Moist Moist Moist Moist
CC)NDITION Gsood food
TESTED AT 7 7
TOTAL LOAD(lbs) 96,000 77,506
PSI 3,460 2.740
BREAD TYPE D D
R EFER ENCE ASTM 039,C143,0173,C31
TYPE A.CONE TYPE B CONE&SPLIT TYPE C CONE&SHEAR TYPE D.SHEAR TYPE E.COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONALAREA = 28.27 SO IN.CYLINDER LENGTH=12"
Reported To:C11ENT.EL 1LDING C)FECUL:CANNER REPRESENTA 11VE.LkNDRY.'iitCH]TEurs:FkDP,LtN AN rHONY&.kSS000kTES;APPLH:DOkE
EN0fNT.ERIN0 LAIC,PIONEER VALLEY CONCRBTE SERVICES,TECON CONNECTICUT
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPDRT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BV WLAP OR ANY OTHER GOVERNMENT AGENCY
ou THE FORE00IN3 INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTINO LABORATORIES,INC. EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON
From:MS Department 200-791.2451 To:John Collins Date:8/1,02 Time 5:21:54 PM Page of
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST L Project: Stop&Shop, Store 699, South Mxidsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECUL TESTING LARORATORMS,INC. Inspector: M. Signorelli/M. Shaw Page 1 of 2
PC)Box Loo Bedle1,Cocusecticut 06801
Phone(203)?43 7291 Fax(20)'791 24S 1 Date: Tull' 19,2002 Concrete Report
C ONC'RF,TF INSPFETTON
Weather: Cloudy .fir Temperature: 84"Ff
Concrete Supplier: Tilcon Cylinder Pick up Data: July 23, 2002
CLASS (PSI) 3,000
Volume Inspected(cubic yards) 300.0
Total Volume Inspcctcd to Date(cubic.yards) 701.0
Inspection Start Time 0430 0430
Inspection Finish Tinge 1200 1200
Inspection Dui-ation(hours) 75 7.5
Concrete Field Inspection and Test Results
Field Set i� 21 A-D 22 A-D 231E-D 24,1-D 25 A-D 26 A-D
Truck i; 134 070 109 127 070 027
Tickets 907919 1077534 907924 807815 807819 807826
Time Batched 0508 0544 0545 0658 0726 0814
Time Discharge 0615 0700 0705 0820 0840 0940
Air Content(%) 1.5 1.0 2.0 1.5 1.0 1.5
Slump(inches) 4.0 4.0 3.5 5.0 4.0 3.75
Concrete Temperature ff) 80 79 81 80 82 92
Dcnsity+;lbs cu ft) 149.7 152.3 152.3 152.8 152.8 152.3
Locations: Interior slab on grade,between Lines 4 and 6,B.d and Rb
Renmrks : Fiberniesh used to concrete.
Deviations from the Specilled Test Methods: None
Concrete Compression Test Results
SET 21 SET 22
c'YLINDER: 02c'401 d 02a'.461 D 02t-4020 02t'4021 02(N022 02C'4023 02t'4024 02C'4025
�'LTRINcs 1,4ETH0D Moist Moist Moist Moist Moist Moist Moist Moist
C'ON'DITION (sood U00J
TESTED AT 7 7
TOTAL.LOAD,lbs) 100,ow 108,000
PSI 3,540 3.820
BREAM i YPE D D
ee/29/2002 15:46 2037485110 SPECIAL TESTING LABS PAGE 01/04
FAX LOVER SIREE11
SPECIAL VESTING LABORATC)1 S, Mc.
P.O.$ax 200,13sthel,Cvmectloa 06SU i
Phone(203)743-7281 Fax(203)791-2451
fax t r a n s m Y t t a I
re: Stop&Shop,South Windsor
from: Special'festing Laboraterics
date: August 29,2002
Pages: 2
NOTES: We are eXpediting the publication of our reportes of inspection.!l and
tests performed at the above rcferencctl project by "faxing" those reports
direct from our computer network. The attached reports have beeix edited ,md
Proofread, but do not dear signatures and seals. Copies of these reports be;:An
such signatures and seals will be copied, bound, and sent to the client at thy:: exo.d
of the project.
The fallowing reports are being faxed inimediaLely following this cover pag
Me-ports Voted: 07-24-02,f
08/29/2002 15:46 2037485110 SPECIAL TESTING LABS PAGE 02/04
G91riit: Bartlett BraiWrd f:aeott Ins.,8100>ifield, CT.
S T L Projeet: Stop S"S"OP,Store 61%,.5ouUr CT
SPEC,fAI,'��;0 Y,ABO&,�7oRtE,�
G'*ntractor. FJ&rtictt&-ainad Facott Im.
PO Box 200 BWml,Comediw.rman ETC., hopeetor: U. , Signorel li/ M. Shaw ]rage 1 of 3
Pdanc(203)743 7781 Fax(203)79t 245, Date; July 24, 2002
C'oftcrete Report
CONCKETJ&INSPECTION
Weather: Clear
Air Temperature; 790 i.t
�"oe,crete supplier., Y'ilcen
Cylinder Pick up L7&tA-,; July 30. ;ZD42
CLASS(PSD 3,0V
V01umc Irmpected(cubic yards) 364.0
Twit Volume Tnspccted to Date(Cubic yards) 1,010
Tspecticn Start Time 0500/4)S4D
lmspcctian Finish Time 1450/'I 100
Inspection Duration(hour) 9.516.0
C:'ui,crete Field inspection and rmi Rests
Field Sct# 27 A-.D 28 A-D 29.k-D 30 A-D 31 A-la 32 A-D
Truck 133 134 1.1.I 070 065 Lio
'Picket 908087 908089 807917 807918 807927 807936
.'une P_.aWhed 0518 0528 0533 0536 0830 0934
lime Disciiarge 0640 0655 07DO 0701 0940 1050
Air Contrrn(%) 1.5 2.0 1.0 1.0 1.5 10
S;urap(inches) 5.0 4.0 4.0 3.5 3.25 3,5
Comarete Tomperetwc(°F) 79 81 84) 1" SO AQ
Density(lbslcu t1) 19
153.3 151.3 152.3 151.3 130 8 150.8
F icld Set 9 33 A.-D 34 A-D
rt'ruck 4 136 125
Ticket 9 307943 907951
Time same d 1031 1132
Time Discharge 1.145 1300
.Air Content(/O) 1.5 1.0
Slump(L«:ILub) 4,71 4.0
Concrete Temperature 81 82
Density(lbs/cL ft, 81 80
Locations: Interior slab can Srade,between Tines 4 and 2
Remarks:Fibermesh ime-d m ccncrete
Deviations from the SpeciSed Test Methods:None
�r
08/29/2002 15:46 2037485110 SPECIAL TESTING LABS PAGE 03/04
CMent: Bartlett Bca.inwd Eacatt I=,Bloo nTio4 CT
S T L ProJect: Stop&Shop,Stare 699,Saudi Windsor,Cr
Cone U"Or:Bartlett Brainard Eacott Inc.
SPECIAL,TFS771�1G L�ORATQR.tE$,IiwiC.
PO 19ex Zoo 130t,0l,corimt W.06801 11rispector:M. "iporelli/M. Shaw
PhOno(2Q3),43 7221 Fax(743)791 2431 Date: July 24, 2002 Concrete
2 Repo 3
rt
Concrete ComPresdou Test Results
SET 37 SET 28
C Y I;INDER p 02C4177 02C4178 02C4179 02C4180 02C4181 02C41 82
CURI.�IG MfiT1 IOD 02( 4183 02C4184
lvioist 14dci,st Moist Moist
CON'1�TTION Good Good Gaol Moist Moist lUl.iist Moist
Goad
TESTED AT Goad Gaol 28 G,��cd Cooc!
7 2g 2g 28 7
TOTAL LOAD(ibs) 98,000 146,500 145,500 145,500 85,500 125 000 , 3 28
PgI r 12s'_ DQG 121;,500
3,470 5.180 5,150 5.130
BREAK T'Y.PE 1,020 4,420 4,.!150 4,550
D O O D
D .111 D
SET 29 SET 30
('YLJ:NT_7ER;* 02C41.RS 02C41$6 02C4I X7 02C41$$
02C4199 02C4190 02C, 191 0204192
CUTtf CT METHOD Moist Moist Moist
Moist Moist Moist M4;:st Moist
C'ON'f)ITION Coed Good Good
Good Goad Goad Gc.;d Good
TESTED AT 7 28 28 2$
7 "� 2 28
TOTALl..i`7AD(,.hs) 96,04{1 1.28,500 130,500 126,000
99,0W 129,000 131,5) 127,500
I'S.1 74,400 4,550 4,620 4,W
3,500 4,560 4,650 4,51Q
I�R.Er�TYPE D D D .!�
r' D D 1)
SET 31 SET 32
CYLLNIDER ft 02C4193 02C4194 02C4195 02C:4196 02C4197 02C4198 02C4 5r9 02C42 i, CT LARI METH(?.L) Moist 00
Moist Moist Moist Moist Moist Ma.i A Moist
GON.UITION' Gx)od Good Good. Goad
Good (iaad Goc,,:l Good
TESTED AT 7 28 28 28 7 28
TOTAL LOAl)(lbs) 100,500 136,000 13$t�00 1 �8 i
39,5G0 1.00,500 136,500 PSI: 3.560 4,810 4,MXO 4.930
3.5 4,
1�1kF1tI1'I'YpE D �� � 4,90 135,000
830 4,780
D D D D D
SET 33 SET 34
C'YL,TNDER fIrl 02C4201 02C4202 02C4203 MC4204 02C4205 02C4206 02C42„17 02C420('U.R1.NG.ME 1..E-1OI7 Moist Most $
Moist lvlois>L .Arlaist Moist Moir
CONDITIO1v Gad Moist
Goad Good Good Gaod Good Goo: Good
TEST'Ell-)AT 7 28 28 2$
7 28
T(:)TAY.,T 28 28
.OftD�1ha) 110,000 14,Q,500 1466()00 147,500 90,500 123,000 126,5('1,) 124 5
PSI 3,89C) , 00
5,290 51160 5,220 3,2Q0 4,350 4,4'7(' 4,400
BREAK TYpE 17 D D
08i29/2002 15:46 2037485110 SPECIAL TESTING LABS PAGE 04/04
Gtient: Batt Eiraingrd Ea=tt Inc.,Blnon>ficadl,CT
S T L Prsjeet;Stop&Shop,Store 6",SOnth Nr&or,CT
C;ontrOttor: Bartlett Br�aij=,d Fitt I=.
$FEGlAi.TESTR,1'�LABG�ATOk�S,INC,
PO�Iox 200 maxi.Cormclicut Ono b"PsCt0z--M. SignOMMU- Shaw Page:3 Uf�
P11"Q(20)743 7291 FwC(203)79L 245J Date:July 24, 2002 Concrete Report
REi ERENCE A-STU C39.C14:3,C173,f_31
TYPE A:CONE TYPE B:CONE&SPLIT APE C;CONI E&SHEAR TYPE D:.SIMAR
TYPE E: COLUMNAR
CY1 RI DER DLAMETSR 4° CROSS SECTIONAL AREA = 28.27 SQ.IN.+CYLNDEc LENGTH
Reported T :t-I.1E2,JT-,BUII-DTNi3 OFFI0L .,',OWNER REPRESE34TATIVE;LANDP.Y AR+.:WTECTS;ERDM-UX A',7FTI��TY�
APPLRDC)Yz1s I Nt13NFE �.T Il�f�:.;PIONE iK VALLEY L:r'>NO ET. SER�Tt�ES;�1T+;CIJ�:ONNE�;'i"[�1tTT
7F�RM7,TS SHOWN ON TM RMORT ItMA7$ONLY To MM 3.AAV F3 TFS7�,
77f>IS REPORT SRAI.L NOT RE E7ST�7 TO CdAL1[PRODUCT>?>vfinu u`r av 36" on ANY Q 17EP,00 YAR N t st;AiNCy.
�: T Po7tF�,V]n�,1Nra1 aQl�.TIOT+i ZC 71�PR.Q]'S[LTY OF CL.�NZ`5 F"R3DIXYM OA MMUCAITON ONLY wrm OUR$XPmg PmMs:ON.
SPECIAL T071 1O LABORATORMS,INC. TsXCR,U=/aZ UASII.iTT(FOR WORK Y+MMRA§)BY OTFMS.
AREA OFkIM Df D.4MMY-HART FORD-NF:W FAA VPW.MW L tMjCW
4
From:NIIS Depmtment 2-33-1791-2451 To:John Collins Date:8:6/02 Time:8:04:02 AM Page 6 of 8
Client: Bartlett Brainard Eazott Inc.,BloonTield,CT
ST L Project: Stop&Shop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING LABORATORIES,INC. Inspector: M. Signorelli/M. Shaw Page 1 of 3
PO sox 200 Bethel,Connecticut Date: July 24 2002 Concrete Report.
Phone(203)743 7281 Fax(203)791 24 2451 , p
CONCRETE INSPECTION
Weather- Clear Air Temperature- 79°Ft
Concrete Supplier: Tilcon Cylincler pick up Date July 30,2002
CLASS(PSD 3,000
Volume Inspected(cubic yards) 364.0
Total Volume Inspected to Date(cubic yards) 1,065
Inspection Start Time 0500/0500
Inspection Finish Time 1430/1100
Inspection Duration(hours) 9.5/6.0
Concrete Field Inspection and Test Results
Field Set# 27 A-D 28 A D 29 A-D 30 A-D 31 A-D 32 A-D
Truck# 133 134 111 070 065 13
Ticket 908087 908089 807917 807918 807927 807936
Tune Batched 0518 0528 0533 0536 0830 0934
Time Discharge 0640 0655 0700 0705 0940 1050
Air Content(%) 1.5 2.0 1.0 1.0 1.5 1.0
Slump(inches) 5.0 4.0 4.0 3.5 3.25 3.5
Concrete Temperature ff) 79 81 80 79 80 80
Density(lbsicu ft) 153.3 151.3 152.3 15 1.3 150.8 150.8
Field Set# 33 A-D 34 A-D
Truck# 136 125
Ticket 0 807943 807951
Time Batched 1031 1132
Time Discharge 1145 1300
Air Content(°io) 1.5 1.0
Slump(inches) 4.75 4.0
Concrete Temperature ff) 81 82
Density(lbs/cu ft) 81 80
Locations: Interior slab on grade,between Lutes 4 and 2
Remarks : Fibennesh used in concrete
Deviations from the Specified Test Methods: None
From-WS Department 203-791-2451 To:John Collins Date:816/02 Time:8:04 02 AM Page 7 of 8
Client: Bartlett Brainard Eacott Inc.,Bloon>field, CT
ST L Project: Stop&Shop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING LABORATORIES,N- C. Inspector: M. Signorellv'M. Shaw Page 2 of 3
PO Box 200 Bethel,Commecticut 06801
Phone(203)743 7281 Fax(203)791 2451 Date: July 24,2002 Concrete Report
Concrete Compression Test Results
SET 27 SET 28
CYLINDER 4 02C4177 02C4178 02C4179 02C4180 02C4181 02C4182 02C4183 02C4184
CURING METHOD Moist Moist Moist Moist Moist Moist Moist Moist
CONDITION Good Good
TESTED AT 7 7
TOTAL LOAD(1bs) 98,000 85,500
PSI 3,470 3,020
BREAK TYPE D D
SET 29 SET 30
CYLINDER# 02C4185 02C4186 02C4187 02C4188 02C4189 02C4190 02C4191 02C4192
CLTRING METHOD Moist Moist Moist Moist Moist Moist Moist Moist
CONDITION Good Good
TESTED AT 7 7
TOTAL LOAD(ibs) 96,000 99,000
PSI 3,400 3.500
BREAK TYPE D D
SET 31 SET 32
CYLINDER 9 02C4193 02C4194 02C4195 02C4196 02C4197 02C4198 02C4199 02C4200
CURING METHOD Moist Moist Moist Moist Moist Moist Moist Moist
CONDITION Good Good
TESTED AT 7 7
TOTAL LOAD(lbs) 100,500 100,500
PSI 3,560 3,560
BREAK TYPE D D
SET 33 SET 34
(_'YLLNDER# C12(_'421_il (-)2C'4202 02C4203 02(_'421 i4 02C'42(_)5 02(_'42t_16 02C4207 02C'4208
CT-TRIN(J METH(_)I) Moist Moist Moist Moist Moist Moist Moist Moist
C'C)NL)ITI(_)N Good Gard
TESTED AT 7 7
T(__)TAL LC)AL)(1bs) 11 i i,00t)
PSI 3,890 3,2(N)
BREAK TYPE L) D
From:MS Department 203-791-2451 To:John Collins Date:8/6102 Time:8:04 02.W Page 8 of 8
Client: Bartlett Brainard Eacott Inc.,Bloomfield, CT
ST L Project: Stop&Sliop, Store 699,South NVIndsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECI.41 TESTING LABORATORIES,INC. Inspector: M. Signorelli/M. Shaw Page:3 of 3
PO Box 200 Bethel,Connecticut 06801
Phone(203)743 7281 Fax(203)79,2451 Date: July 24,2002 Concrete Report
REFERENCE ASTM C39,C143,C173,C31
TYPE A:CONE TYPE B: CONE&SPLIT TYPE C: CONE&SHEAR TYPE D: SHEAR
TYPF.F.' 1170TATMNAR
CYLINDER DL4ML'TEk =6" CROSS SECUONAL AREA = 28.27 SQ.IN.CYLINDER LENGTH=12"
Reported To:CLIENT-,BU ILDING OFFI(-'IAL;OWNER REPRESENTATIVE;LANDRY ARCIRTECTS,ERDMAN ANTHONY
ASSO(_`UTES;APPLEDORE ENGINTEERIN(11 PIONEER VALLEY CONCMETE SERVICES;TILC'(_)N CC NINEC"TIC17
THE RESULTS SHOA N ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
TITS REPUlt'1'SHALL NUT BE USJrB TU C:LAllV1 PROD0i"f ENDOFMN_'NT 9Y NVLAP OR ANY OTHER OUVERNN]E:NI'AUENC:Y.
Gu THE FOREGOLVG INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PLBLICATION ONLY NVrrH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES,INC. EXCLLMES ALL LIABILITY'FOR WORK PERFORMED BY 0THE1LS.
AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON
From:NO Department 203-791-2451 To:John Collins Date;&19/02 Time:9:2?:34 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: August 19, 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
proofreatl, 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: 07-1-021&07-30-02.f
From:N0 DePatt ymt 203-791.2451 To:John Collins Date:8/19/02 Time:9:2 i:34 AM Page 2 of 3
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
S T L Project: Stop do Sltop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SAECUL TRMNG LkROR.kTOMES,INC. Inspector: M. Shaw"A. Eyth(Training)
Po Box '00 Hctllal,C01111ceacut 06801
Phone(233)743 7291 Fat(203)791 2451 Bate: Jul`'30,2002 Concrete Report
('0N("RF.TF.INSPFt"TTON
Wcathci Clear A.ir Tcmperaturc: 87 Ft
Concrete Suppllcr: Tilton Cylinder Pick up Date: July 31, 2002
('LASS, (PST) 3,000 Non ,fir Fntrained
Volume Inspected i cubic yards) 68.0
Total Volume lnspeeted to Datr-(cubic yards) 1,1?3.0
Inspection Start Tinic 0700
Inspection Finish Time 1000
hupcction Dllnation(how•s) 3.0
Concrete Field Inspection and Test Results
Field Set a 35 A-D 136 A-D
Truck ft 135 114
Ticket;� 908384 908391
Timc Batched 0705 0825
Time Discharge 0810 0940
Air Content(°io) n a n a
Slump(imhes) 5.0 5.0
Concrete Temperature(°F) 81 82
Density+lb3 cu ft) 154.3 153.3
Locations: Mezzanine Floor, 2"Floor: From Column Linz 1.2 to Line 4.5;from Column Linz F to H.
Renvarks:None
Deviations from the Specified Test Methods: Non.--
Concrete Compression Test Results
SET 3S SET 36
�-'YLRMER:i� 02C4221 02t"4222 02c"4223 021"42",4 0Zt'4225 02t"4226 021"4227 D21"4228
CURING METHi(-')D Moist Moist Moist Moist Moist Moist Moist Moist
(.'(-)NDITK-)N Good ksood
TESTED AT(daN-s) 7 7
TOTAL.LC)AD Obs) 97,COO K9,000
PSI 3,430 3.150
BREAK TYPE D D
REFERENCEASTM C39,C143,C173,C31
TYPEA:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE 11).SHEAR TYPE E:COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 28 27 SO.IN.CYLINDER LENGTH=12"
Repported To:CLIEN'T:13U 1LDING OFFICUL:OW ER REPRESE• ''TA'1'1C;E: — NQRY ARMTECTS.ERDM�AN ANTHONY&ASSO(MTES,,1►PPLff)0RE
ENrsiNF�RiNG 1NC;PIONEER VALLEY CONCRETE SERVICES;TILCUN COWNECTICUT
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY WLAP OR ANY OTHER GOVERNMENT AGENCY.
Gu THE FOREOOIIN3 INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES IN 15ANBURY-HARTFORD-NEW HAVEN-NEW LONDON
From:MIS Department 203-791.2451 To:?ohm Collins Date:S/19/02 Time:9:27:34 AM Page 3 of 3
Client: Bartlett Brainard E.acott Inc.,Bloomfield,CT
ST L Project: Stop&Sliop, Store 699,Soutli Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECLyL TESTn%TG LkROR-kTr)RIES,INC Inspector: S. Itilul•plry
PC)Box LIJO Befild,CoIUIGct:cut 06sol
Phont(20)-43"291 Fax(2W 791 W1 Date.- July- 15,2002 Concrete.Report
CONCRETE TNSM"TION
Weather: Clear Air Tmupciatu-C: N A°Ft
Concrete Supplier: Tilcon Cylinder Pick up Date: July 19, 2002
CLASS (PST) },0(H)
Volume Inspected(cubic yards) To
Total Volume]n5pected to Date(cubic ards) 401.0
Inspection Start Time 1330
Inspection Finish Time 1630
Inspection Duration(hours) }.0
Concrete Field Inspection and Test Results
Field Set i� 20 A-D
Tiuck i� 122
Tickct ix 7632
Time Batehed 1357
Time Discharge 1512
Air Content(%) 4.5
Slump 'inches) 4.o
Concrete Temperature(°1~) 7N
Density(lbs cu ft) 147.2
Locations: Footing for stairs on B linc and Ax line, slab for loading dock receiving;!� 1.
Remarks:
Deviations from the Specified Test Methodg: None
Concrete Compresgion Test Results
SET 20
CYLINDER z 021`3982 02C-3983 02C3984 02c-'3985
CL'INOTh4FTH(!D Moist Moist Moist Moist
CCiNDITION Good Crood khod Isood
TESTED AT(days) 7 28 28 28
TOTAL LOAD(lbs) 69,5CO 108500 110,500 107,00')
PSI 2.450 3,840 3,910 3,780
BRE.AK TYPE D D D D
REFERENCEASTM C39,C143,C173,C31
TYPE A-CONE TYPE R:CONE&SPLIT TYPE C'CONE&SHEAR TYPE D-SHEAR TYPE E-COLUMNAR
CYLINDER DIAMETER =S" CR066 SECTIONAL AREA, = 28.27 SGAN.CYLINDER LENGTH=12"
Repotted To:CUNT,BU ILDING OFFICUL,OWNF,R REPRESENT.kni F,LII*MRY.kkt-MTECTS,FRDNLkN ATMONY k ASSOr''L. Eg,.kTPLEDORE
ENGINEERING INC,PIONEER VALLEY CONCRETE SERVICES
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAM PRODUCT ENDORSEMENT BY WLAP OR A14Y OTHER GOVERNMENT AGENCY.
QU THE FOREOOND INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTiNO LABORATORIES,INC. EXCLUDES ALL LABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON
From:MS Department 203-791.2451 To:John Collins Date:8/2W02 Time:5.58:08 PN Page of 4
Client: Town of Nest Hartford,West Hartford,CT
ST L Project: Sedgivick Middle School,Nest Hartford,CT
Contractor: Lupachino&Salvatore
SPECLA.L TESTING LA.ROR.kTORIES,INC. Inspector: M. Shaw
PO Box.100 Ecuir1,C01111CC[LCut OS801
Phone.(203)743 7291 Fax(203)791244,1 Date: July 25,2002 Concrete Report
C ONC'RKTR iNSPF,C'TION
Wcathrx Clcar Air TwnpC1aturc: G7°Ft
Concrete Supplier: Aiudi Cylinder Pick up Date: July 30, 2002
CT,ASS, (PST)
Volume Inspected(cubic yards) 25.0
Total Volume Inspected to Date(cubic yards) 35,0
Inspection Start Time 0730
Inspection Finish Time 1100
Inspection Duration(hours) 5.5
Concrete Field Inspection and Test Results
Field Set ii 2 A-D
Truck-tr 1,30
Ticket= 12461
Time Batched 0650
Time Discharge 0800
Air Content(%) 5.0
Slump(inches) 3.0
Concrete Temperature ff) 75
Density(lbs au ft) 148.2
Locations: Stairwell area Footings: On Lines 1.7 and 2,fi oni A to A.B; on Lines A and A.9,from 1.7 to 2. Piers: B;2
and A;2.
Reniarkss:None
Deviations front the Speciiled Test Methods: None
Concrete Compression Test Results
SET 2
1"YLNDER 62t-"4153 0204154 02C4155 021"4156
t"tTRING AIETHOD MoisL MoisL MoisL MoisL
1"ONDITION csood Good 'sOOd (300d
TESTED AT i'days) 7 28 29 28
TOTAL LOAD Obs) 88,500 116,000 114,500 118,000
P01 3,130 4,100 4,050 4,170
BREAK TYPE D D D D
REFERENCEASTM C39,C143,C173,C31
TYPE A:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE D:SHEAR TYPE E COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONALAREA = 28 27 SO.IN.CYLINDER LENGTH=12'
Reported To: CLIENT;LUP-kCMNO&SALV-,TORE;M:kCCHI ENGI IFERS;RUU- lNG OFFICUL
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED
THIS REPORT SHALL NOT BE USED TO CLAILA PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER DOVERNMENT AGENCY
au THE FOREAONQ INFORMATION IS THE PROPERTY OF CLIENTS REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION'
SPECIAL_TESTINAREA OFFICESIIN 6MIBLRY-HARTFORD'-NEW HAVEN•NE OO PERFORMED BY OTHERS
From:NUS Departrnent 20:-'91-2451 To:John Collins Date:9/9102 Time:9:10.46 AM Page 1 of 3
FAX COVER SHEET
SPECIAL TESTING LABORATORIES, INC.
P.O.Box 200,Bethel,Cornecticut 06801
Phone(203)743-7281 Fax(203)791-2451
fax t r a n s m i t t a l
Ce: Stop&Shop, South Windsor
from: Special Testing Laboratories
date: September 6,2002
pages: 1
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 nut bear signatures an(] 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: 08-06-02S
From-NUS Depadment 203-'191.2451 To:John Collins Date:9/9102 Time:9:10;45 AM Page 2 of 3
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
S T L Project: Stop&Sltop, Store,699,Soutli` hidsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING LABORATORIES,INIC. Inspector: M. Shaw/A. E34h Page 1 of 2
PO Box 200 Bethel,Cormecticut 06801
Phone f203)743;281 Fax(203)791 2451 Date: August 6,2002 Concrete Report
C ONC:RRTF.INSPECTION
Weather: Clear Air Temperature: 77'F±
Concrete Supplier: I ilcon Cylinder Pick up Date: August 7,2002
CLASS (PSI) 3,000
Volume Inspected (cubic yards) 195.0
Total Volumc.Inspected to Date(cubic yards) 1,328.0
Inspection Start Time 0530
Inspection Finish Time 1130
Inspection Duration(hours) 6.0
Concrete Field Inspection and Test Results
Field Set H 37 A-D 38 A-D 39 A-D 40 A-D
Truck# 133 074 122 123
Ticket 9 908641 908648 908658 808443
Timu Batched 0539 06 33 0719 0832
Time Discharge 0650 0740 0835 0945
Air Content(°ib) n/a n/a n/a n/a
Slump(inches) 4.5 4.0 5.5 6.0
Concrete Temperature(°F) 83 82 82 82
Dcnsity(lbs/cu ft) 152.3 151.3 148.2 148.2
Locations: Slab: From Column Line 1 to 2 ,from Lines B to G, From Column Line 1.6 to 1.8,from Lines A.B to B;
From Column Line 1 to 1.2,from Lines G to H.
Remarks : N one
Deviations from the Specified Test Methods: None
Concrete Compression Test Results
SET 37 SET 38
CYLIlgDER 9 02C4432 02C4433 02C4434 02C4435 021C4436 02C4437 02C4438 02C4439
CURIlNTG METHOD Moist Moist Moist Moist Moist Moist �Vfolst Moist
CONDITION Good Good Good Good Good Good Good Good
TESTED AT 7 28 28 28 7 28 28 28
TOTAL LOAD(lbs) 90,000 12'2,500 1185500 121,500 88,50 126,500 125,500 1261500
PSI 3,180 4,330 4,190 4,300 3,130 4,470 4,440 4,470
BRE,aK TYPE D D D D D D D D
From:MIS Department 203-791-2451 To:John Collins Date-9/9/02 Time:51:10 46 AM Page 3 of 3
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: M. Shaw/A. Eyth Page 2 of 2
PO Box 200 Bethel,Connecticut 06801
Phone(203)743;261 Fax(203)791 2451 Date: August 6, 2002 Concrete Report
CONCRETE INSPECTION
Concrete Compression Test Results(Cont.)
SET 39 SET 40
CYLINDER f 02C4440 02C4441 02C4442 02C4443 02C4444 02C4445 02C4446 02C4447
CURLING METHOD Moist Moist Moist Moist Moist Moist Moist Moist
CONDITION Good Good Good Good Good Good Good Good
TESTED AT 7 28 28 28 7 28 28 28
TOTAL LOAD(lbs) 78,000 109,000 107,500 109,500 72,S00 105,500 109,000 108,500
PSI 2,760 3,860 3,800 3,870 2,560 3,730 3,860 3,840
BKEAK TYPE D D D D D D D
REFERENCE ASTM C39,C143,C173,C31
TYPE A.CONE TYPE B.CONE&SPLIT TYPE C.CONE&SHEAR TYPE 0.SHEAR TYPE E.COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 28.27 SO.IN.CYLINDER LENGTH=12"
Reported To:CL ENT;EL 1LDING OFFICLkL,CANNER liEPRESENTA rIVE.L. NDRY Akc.HTrECPS.EkWbN AN PHONY&ASSDCUITI~S;.-IPPLEDORE
ENICKNEERING INC.;PIONEER VALLEY CONCRETE SERVICES,TELCON CONNEC71CUT
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY.
Gu THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES,INC. EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON
From:kHS Department. 233-791-2451 To:John Collins Date:8/21/C2 Time:6:0':22 PM Page 5 of 5
Client: BarlleU,Brainard Eacott Inc.,Bloomfield., CT
ST L Project: Stop&Shop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECI.4T_,TESTING LABORATORIES,INC. Inspector: M. Shawl A. E-,rth
PO Box 200 Bethel,Connecticut 06801
1'hane(203)743 i281 Fax(203)91 2451 Date: August 5,2002 Concrete Report
PROGRESS OF WORK:An authorized.representative of this fimi was dispatched to the above project site for a scheduled
concrete inspection.
However,at approximately 8:00 am,this inspection request was postponed. This inspection request will be rescheduled by
the contractor at a later
REPORTED TO: BU IMINIG OFFCCL-,L, Off,NER REPRESENT.aLM7F, L.C,,MRY ARCHITECTS, ERDlk-,N ANTHONY -kS9OCLkTES; .-kPPLEDORE
ENGINEERING INC.;PIONEER V.4,LLEY CONCRETE SEIMCES,TILCON CONNECTICUT
Respectfully submitted,
SPECLiLL TESTING LABORATORIES,INC.
Richard Speciale-Director
Vice President
John Hardman, P.E.
Vice President
THE RESULT'S SHOWN(ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USF_D TO CL I N PRODIXT ENDORSEMENT BY NNW OR ANY 0 i MR GOVERMENT AGENCY.
4, THE Fo REGC]NG LtirORALAIIC.�N IS THE PROPERTY rF C,LRNTS. REPRODUCTION OR PUBLICATION ONLY WITH(AIR EXPRESS PERNESSION
SPE--'1AL TESTING LABORATORIES,INC.EXCLUDES ALL LIABILITY FOR WORK PERFORMM BY OTHERS.
AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON
From:MIS Department 203-791.2451 To:�ohv Collins Date:9/21/02 Time:6:07:22 P11.1 Page 3 of S
c ..
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 LABORATORMS,INC. Inspector: M. ShaNv'A. Eyth Page 1 of 2
PO Box 200 Bethel,Connecticut 06801
Phone(203)743'281 Fax(203)791 245i Date: August 6,2002 Concrete Report
CONCRETE INSPECTION
Weather: Clear Air Temperature: 77 Ff
Concrete Supplier: 1 ilcon Cylinder Pick up Date: August 7,2002
CLASS (PSI) �,000
Volume Inspected(cubic yards) 195.0
Total Volume Inspected to Date(cubic yards) 1,328.0
Inspection Start Time 0530
Inspection Finish Time 1130
Tnspection Duration(hours) 6.0
Concrete Field Inspection and Test Results
Field Set ff 37 A-D 38 A-D 39:%.�-D 40 A-D
Truck# 133 074 122 123
Ticket# 908641 908648 908658 808443
Time Batchcd 0539 06 3; 0719 0832
Time Discharge 0650 0740 0835 0945
Air Content(°o) n/a TVIa n/a n/a
Slump(inches) 4.5 4.0 5.5 6.0
Concrete Temperature(°F) 83 82 82 82
Dcnsity(lbsicu fl) 152.3 151.3 148.2 148.2
Locations: Slab: From Column Line 1 to 2,from Lines B to G; From Column Line 1.6 to 1.8,from Lines A.B to B;
From Column Line 1 to 1.2,from Lines G to H.
Remarks : None
Deviations from the Specified Test Methods: None
Concrete Compression Test Results
SET 37 SET 38
CYLLT\TDER 9 02C4432 02C4433 02C4434 02C4435 02C4436 02C4437 02(74438 02C4439
CURING METHOD Moist Moist Moist Moist Moist Moist Moist Moist
CONDITION Good 'Good
TESTED AT 7 7
TOTAL LOAD(lbs) 90,00c) 88,50
PSI 3,180 3,130
BREAK TYPE D D
From:&US Department 203-791.2451 To:John Collins Date:8/21/02 Time:6:07:22 PNI Page of 5
Client: Bartlett Brainard E.acott Inc.,Bloonifield, CT
ST L Project: Stop& Shop, Store 699,South Windsor,CT
Contractor: BathAt Brainard Eacott Inc.
SPECIAL TESTRhG LABORATORIES,INC. Inspector: M. Shaw,A. Eyth Page 2 of 2
PO Box 200 Bethel,Connecticut 06801
Phone(203)743 7281 Fax(203)791 2451 Date: August 6; 2002 Concrete Report
CONCRETE INSPECTION
Concrete Compression Test Results(Cont.)
SET 39 SET 40
CYLINDER 02C4440 02C4441 02C4442 02C4443 02C4444 02C4445 02C4446 02C4447
CURING NETHOD Moist Moist Moist Moist Moist Moist Moist Moist
CONDITION Good Good
TESTED AT 7 7
TOTAL LOAD(lbs) 78,000 72,500
PSI 2,760 2.560
BREAK TYPE D D
REFERENCE ASTM C39,C143,C173,C31
TYPE A:CONE TYPE B.CONE&SFLIT TYPE C.CONE&SHEAR TYPE D.SHEAR TYPE E.CCLUMNAR
CYLINDER DIAMETER =6" CROSS SECTICNAL AREA = 28 27 SO.IN.CYLINDER LENGTH=12'
Reported To:CUENT,EL 1-DING(4FI UL:CMINERREPIRLESHIN 'AME.LkNDRY AkCIUTECTS,EkD1&kN AN1'H0N'r L't ASSi�Lk'1']~S:APPLEDORE
ENGIINEERING INC.;PIONEER V.4,LLE71 CONCRETE SERI ICES;TILCCN CONNECTICUT
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED
THIS REPORT SHAL.L NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY,
Gu THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES,INC. EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON
From:WS Department 203-791-2451 To:John Coilim Date:7126/02 Time 12.01:46 PM Pagel of 3
FAX COVER SHEET
SPECIAL TESTING LABORATORIES, INC.
P.O.Box 200,Bethel,Connecticut 0680 i
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: July 26,2002
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: 7-15-02.f&07-09-02.conerete floor flatness test report
From:MS Depmtment 203-791.2451 To:John Collins Date:7,25/02 Time-12 01:46 PM Page 2 of 3
Client: Bartlett Brainard Eacott Inc.,Bloomfield, CT
ST L Project: Stop&Sloop. Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPEC'I.4L TESTING LABORATORIES,INC. Inspector: John Hardman PE
PO Box 03)Bethel,Com1 Fax cticut(203)791 2 Date: Jul 19 2002 Concrete Floor Flatness Test Report
Phone(,203)743 ,281 Fax i�03}.91 2451 � y
CERTIFICATE OF TEST
PROGRESS OF WORK: An authorized representative of this firm was dispatched to the above project site to measure the
floor flatness parameters for the concrete slab poured today as follows:
A Dipstick Floor Profiler was used to gather and interpret the data. Data was gathered so that the flatness and levelness
data each area can be considered independently. Obviously it's also possible to consider the flatness and Ievelness of the
group of slab areas together.
All of the test and data gatherin$ f`a
was performed ui accordance with the requirements of ASTM Ell 55.Upon arrival at
the project the instrument was t�rst"zeroed"in accordance with the manucr�turer's recommendation and then the bias
value for the days work was calculated,again in accordance with the manufacturer's recommendation. This bias value
was then used to automatically adjust each reading gathered to eliminate the bias as an error source.
The following summarizes the results gathered:
"Run"Location FF -190%confidence Limits> FL<90%confidence Limits
21 feet east of�wrid 5.from North to South(156) 55.12<'0.16-60.08> 45.17<41.11-49.24>
30 feet west of 'd 5 from South to North(137} 60.18<54.17-66.20> 49.57<44.62-54.53>
Approximately 1 foot south of the midpoint
between grids C and D from east to west(121) 58.68<52.24-65.11> 110.09<98.02-122.17>
Approximately 1 foot south of the midpoint
between grids D and E from west to east(121) 48.37<43.06-53.67> 75.25<G7.00-83.49>
Approximately 1 foot south of the midpoint
between grads E and F from east to west(51) 44.23<36.40-52.06> 68.16<56.09-77.44>
Combination 50.75<48.60-5189> 60.69<58.12-63.25>
Respectfully submitted,
SPECIAL TESTING LABORATORIES,INC.
Richard Speciale-Director John Hardman,P.E.
Vice President Vice President
Reported to:
Client LSue Comer)FAX NO:(8601 243-8929 Building Official(John Collins FAX NO: (860)644-3781
Owner RRepresentativ e( Lul Zorn&Maria Pereira)FA.%i NO: (203)234-8023,
Landry Architects FAX, NO:(603 894-4358,Erdman Anthony& ,'ssociates FAX NO:(617 742-7508
Appledore Engineering Inc FAX O:(603)433-8988,Pioneer Valley Concrete Services FAX NO- (413)534-8173
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TC THE SAMPLES TES rEQ.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUC T ENDORSEMENT BY NVLAP OR ANY OTHER GCVERNIVIENT AGENCY.
THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR OR PUBLICATION ONLY VnTH OUR EXPRESS PERMISSION
SPECIAL TESTING REA OFF CES IN bIANOURY-HHAARTFORD�NIEW HAVE�NEW NO DON BY OTHERS.
From:MS Department 203-791-2451 To:John Collins Date:?/26/02 Time,12 01:46 PM Page 3 of 3
Client: Bartlett Brainard Eacott Inc.,Bloon>ltield,CT
ST L Project: Stop&Sliop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPEC AL TESTING LkR0R-kTJRIE3,NC. Inspector: S. Murphy
PC)Pox-100 Bculd,C01111calcut 09801
Phone(203)743 72B1 Fax(203)791 2451 Date: July 15,2002 Concrete Report
C ONUMF.TF TNSM"TION
Wcatlicr: Clcar Au'Tcinpclatulc: N A°F±
Concrete Supplier: Tilcon Cylinder Pick up Date: July 19, 2002
C'T,ASLS (PST) 3,000
Volume Inspected "cubic yards) 7.o
Total Voltunc Inspected to Date(cubic yards) 401.0
Inspection Start Time 13 3 0
Inspection Finish Time 1630
Inspection Duration(hours) 3.0
Concrete Field Inspection and Test Results
Field Set ii 20 A-D
Truck n 122
Ticket;i 7632
Time Batched 1357
Time Discharge 1512
Air Content(%) 4.5
Slump(inches) 40
Concrete Temperature(°F) 719
DCnsity(lbs cu ft) 147.2
Locations; Footing for stairs on B line.and A.c line, slab for loading dock receiving;�,- 1.
Remarks:
Deviations from the Specified Test Methodb: None
Concrete Compression Test Results
SET 20
CYLINDER 02C"3982 621_3983 021�3984 02t"39K5
�"LTRINcs METHC_?D Moist
(-"()NDITI(-)N csood
TESTED AT(days) 7
TOTAL LOAD(lbs) 69,500
PSI 2,460
BREAK TYPE D
REFERENCEASTM C39,C143,C173,C31
TYPE A•CONE TYPE R:CONE&SPLIT TYPE C:CONE&SHEAR TYPED'SHEAR TYPE E-COLUMNAR
CYL!NDER DIAMETER =6" CROSS SECTIONAL AREA = 28.27 60.IN.CYLINDER LENGTH=12'
Reported To:CLIENT,RU IL.DINO OFFICLkL,OWNER REPRESENTATNE,LANDRY ARCHITECTS,ERDNLk1`T ANTHONY 3 k9SC)CLkTE-S,APPLEDORF-
2ZDa 1:RNG NC.-,PIONEER VALLEY CONCRETE SERVICES
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVI.AP OR ANY OTHER GOVERNMENT AGENCY.
THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPEML TESTING LABORATORIES,INC. EXCLUDES ALL LIABILITY FOR WORK PERFO4FAED BY OTHERS.
R9 AREA OFFICES N DANBLRY-HARTFORD-NEW HAVEN-NEW LONDON
tram:NUSDepartrnent203191-2451 To:John Collins Date:8l9i02 Time.4:01:34 PM Page 1 of 2
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: August 9, 2002
pages: 1
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: 08-07-02.concrete Floor Flatness Test Report
From&US Depm tnent 203-791-24'1 III):John Collins Date:8/9;02 Time.4:01:34 PM Page 2 of 2
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: John Hardman PE
PO Box'1 03)Bet743 7l,conne(203)79801
12 Date: August 7, 2002 Concrete Floor Flatness Test Report.
Phone�;203}743 ,281 Fax(�03)791 2451 �� p
CERTIFICATE OF TEST
PROGRESS OF WORK: An authorized representative of this firm was dispatched to the above proje-t site to measure the
floor flatness parameters for the concrete slab poured today as follows:
A Dipstick Floor Profiler was used to gather and interpret the data. Data was gathered so that the flatness and levelness
data each area can be considered independently. Obviously it's also possible to consider the flatness and levelness of the
group of slab areas together.
All of the test and data gatheffi was performed in accordance with the requirements of ASTM E 115 5.Upon arrival at
the project the instrument was fiirst"zeroed in accordance with the manufacturers recommendation.
The following summaries the results gathered:
"Run"Location FF<900%confidence Limits= FL<90%confidence Limits>
8 feet East of grid 2,from North to South(125) 56.92<51.23-62.61> 66.59,,-59.27-73.92>
34 feet West of id 1 from South to North(125) 62.08`'55.87-68.29> 58.02<51.64-64.40>
17 feet North of-grid E from East to West( 0) 55.43<46.56-64.30> 36.93<30.28-43.57=
8 foot North of end D from West to East(66) 64.29--54.64-73.92> 63.44�<53.29-73.59>
15 foot South of Arid C from East to West 50) 57.92<48.07-67.76> 20.37<16.50-24.24
4 foot North of grid B from West to East(51) 33.95<28.18-39.72> 16.87<;13.66-20.07>
Combination 53.68<55.83-51.53-1 34.32e,36.04-32.60=
Respectfully submitted,
SPECIAL TESTING LABORATORIES,INC.
Richard Speciale-Director Jolui Hardman,P.E.
Vice President Vice President
Reported to:
Client Lsue Comer)FAX NO:(860)243-8929 Building Official((John Collins;,FAX NO: (860)644-3781
Owner Representative(Paul Zorn&Maria Pereira)FA NO. (203)234-8023,
Landry Architects FAX NC-)-(60.3)894-4:358,Erdman Anthony&Associates FAX NO-(617)}742-7508
Appledore Engineering Inc FAX NO:(603)433-8988,Pioneer Valley Concrete Smices FAX NO (413)534-8173
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY,
THE FOREGOING INFORMATION IS THE PROPERTY CF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION
SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES IN bmaukY-HARTFORD-NEW HAVEN-NEW LONDON
From:NUS Department 203-791-2451 To:John Collins Date:9/19/02 Time:3:09:14 PM Page 1 of 2
FAX COVER SHEET
SPECIAL TESTING LABORATORIES_ INC.
P.O.Box 200,Bethel,Connecticut 06801
Phone(203)743-728 1 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 19,2002
pages: 1
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: 09-05-021
From:KUS Department 203-,91-24'1 To-John Collins Date:9/19/02 Time:3:09:14 PV_ Page 2 of 2
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST L Project: Stop&Sliop,Store 699,South Windsor,Cl'
Contractor: Bartlett Brainard Eacott Inc.
SPECT.kL TESTING LABORATORIES,INC. Inspector: S. Murphy
PO Box 200 Bethel,Connecticut 06801
Phone 1203)743 7281 Fax(203)791 2451 Date: Scptember 5,2002 Concrete Report
PROGRESS OF WORK:An autlxxized representative of this firm was dispatched to the above project site for a scheduled
concrete inspection.
However,this inspection request was postponed due to the inclement weather conditions. This inspection request will be.
rescheduled by the contractor at a later date.
REPORTED TO: HU ILDING OFFICIAL, OWNER RF.PRESENTAM-E, LAINDRY ARCHITECTS, ER.DAkN ANTHONY & ASSOC•L-kTES, APPLED ORE
ENCTNEERING II C.;PIONEER VALLEY CONCRETE SERVICES;TILCON CONNECTICUT
Respectfully submitted,
SPECIAL,TESTING LABORATORIES,INC.
Richard Speciale-Director
Vice President
John Hardman,P.E.
Vice President
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SANDLF.S TESTED
THIS REPORT SHA1•L NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERI%'A=AGENCY.
GU THE FOREGOING INFORV1ATION IS THE PROPERTY OF C1IEh7S REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PEP WSSION.
SPECIAL TESTING LABORATORIES,INC.EXCLUDES AIL LIABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES IN DANBURY-HARTFORD-NEW EL4VR -NEW LONDON
From:MIS Department 203-791-2451 To:Bohn Collins Date:10/3J02 Time:4:46:44 PM Page 1 of 2
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: October 8,2002
pages: 1
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 tlu 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: 09-06-021
From:NIIS Department 203-191-2451 To:?ohn Collins Date:10./8J02 Time:4.46:44 PN Page 2 of 2
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST L Project: Stop die Shop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECLkL TESTING LkRO�bLkTORIES,INC. Inspector: L. Smith
PO Box.100 Btfild,Co1uicdcut 06801
Phone(203)-43 '291 Fax(203) 191 2451 Date: September 6,2UU2 Concrete Report
C ONC'RFTY TN SM"TION
Wcathcr: Clcar rill'TGnlpolaturc: 84°Ft
Concrete Supplier: Tilton Cylinder Pick up Date: September 9,
(7,ASS (PST) 4,000
Volume Inspected(cubic yards) 25.0
Total Volume Inspected to Date(cubic yards) 1.353.0
Itibpection Start Tinie 1115
Inspection Finish Tint 1300
In spcction Duration(hours) 1.75
Concrete Field Inspection and Test Results
Field Set ii 41 A-D
Truck 127
Ticket 909690
Time Batchcd 1033
Time Discharge 1115
Air Content(%) 5.5
Slump(inches) 4.0
Concrete Temperature(°F) 82
Density(lbs cu ft) 148.2
Locations: Slab on grade at Truck Pads JQ at 2.5 Line and 6 Line.
m Rearks: Substrate danipenad prior td pplacement. Cylindel'g field-cured.
DMations front,the Specified Test 11Tethods: None
Concrete Compression Test Results
SET 41
�'YLAIDER 02��531 a3 f_'�2�'S31 y G21�5320 021�53_1
OURIN(I METHOD Moist Moist Moist Moist
CX)NDITION good Good ksood Good
TESTED AT(4-s) 7 28 28 78
TOTAL LOAD(lbs) 109,000 130,500 129.000 131,000
PSI 3,860 4,620 4,560 4,630
BREAK TYPE D D D D
REFERENCE ASTM C39,C143,C173,C31
TYPE A:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE D:SHEAR TYPE E.COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 28.27 SO.IN.CYLINDER LENGTH=12"
Reported Ta:CUEN'1'.PU 1LDING()FFlCLkl. C)1+VNER REPRESS 1'A'1'1�"1�L kNDRY ARCHl'1'!;C'1'S;ERL)M kN AN'1'H+'_)\�'&-ILSSo CL. '1'1�•S,APPI-EL)ORE
FNr1tiJEERiNG INC.;PIONEER VALLEY CONCRETE SERVICES;TILCON CONNECTICUT
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLE&TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY.
Ou THE FOREGOING INFORF ATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES INbANBURY-HARTFORD-NEW HAVEN-NEW LONDON
From:MIS Department 203-791.2451 To:John Collins Date:9123/02 Time:11 02:50 AM Page 1 of 2
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 23,2002
pages: 1
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 nut 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: 09-06-021
From:MIS Department 203-791-2451 To:John Collirw Date:9!23/02 Time:11 02:50 AM Page 2 of 2
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST L Project: Stop&Shop, Store 699,South Windsor,CT
Contractor: Bartlatt Brainard Eacott Inc.
SPECLkL TESTING LkROR-kTORIES,INC. Inspector: L. Smith
Po Box 200 lklild,Conuiecticut 06901
r1honc(203)-,43 72B1 Fax(203)791 2451 Date: September 6, 2C1U2 Concrete Report
C ONC'RF,TR TNSPF,("TION
Wcatlicr: Clcar Air Tralipciatuic: 84°Ft
Concrete Supplier: Tilcon CZ-linder Pick up Date: September 9,
C"T A SS (PST) 4,000
Volume Inspected+,cubic yards) 25.0
'Total Volume lnspeeted to Date(cubic cards) 1.353.0
Inspection Start Tine 1115
Inspection Finish Time 1300
Inspection Duration(hours) 1.75
Concrete Field Inspection and Test Results
Field Set ii 41 A-D
Truck n 127
Tickct;ii 909690
Time Batehcd 1033
Time Discharge 1115
Air Content(%) 5.5
Slump(inches) 4.0
Concrete Temperature(°F) 82
Density(lbs au ft) 149.2
Locations: Slab on grade at Truck Pads(2)at 2.5 Line and 6 Line.
Remarks: Substrate dampened prior to placement. Cylinders.field-cured.
Deviations from the Specifled Test Nfethods: None
Concrete Compredbion Ted Remltl,
SET 41
CYLINDER t 02C5319 02C5319 02C'5320 621�"53=1
�'LTRINcs METHODMoist Moist Moist Moist
CONDITION Isood
TESTED AT(days) 7
TOTAL LOAD(lbs) 109,000
PSI 3,900
BREAK TYPE D
REFERE CEASTM C39,C143,C173 C31
TYPEA: ONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE D:SHEAR TYPE E.COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 26.27 SO.IN.CYLINDER LENGTH=12"
Reported To:CLIENT;gU 1LD1NG OF ICL�L-OWNER REPRESENT L.LNDRY ARC,'1iT1 ECT&ERLlMAN ANTHONY I ASSOC�kTES:APPLEDORE
E901WEMNG INC.;PIONEER VALLEY CONCRETE SERVICES:TILCaN CONNECTICUT
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER U'OVERNMENT AGENCY.
Liu THE FOREGONC3 INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES INbANBLIRY-HARTFORD-NEW HAVEN-NEW LONDON
From:MIS Department 203-791-2451 To:3ohr Collins Date:9i26102 Time:1:56:28 PM Page 2 of 4
Client: Bartlett Brainard Eacott Inc.,Bloon>field,CT
ST L Project: Stop&Shop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECUL TESTING LkROR-kTORIES,INC Inspector: M. Shaw
PO Boa 200 Bethel,Colviecticut 06801
Phont(203)743 72R1 Fax(203)791 24.S1 Date: September 11,2002 Concrete Report
C ON(MYTF.INSPFt"TION
WcathCr: Cloudy Air TcuipCratme: 71°F±
Concrete Supplier: Tileon Cylinder Pick up Date: n a
('T,ASS (PST) 41>000
Volume Inspected(cubic yards) 30.0
Total Volume Inspected to Date(cubic yards) 1,383.0
Inspection Start Tinie 0630
Inspection Finish Time 0900
Inspection Duration(hours) 2.5
Concrete Field Inspection and Test Results
Field Set it 42 A-D
Truck if 133
Ticket;i 909S61
Time Batchcd 0619
Time Discharge 0800
Air Content(°ro) n a
Slump(inches) 5.0
Concrete Temperature(°F) 80
Density(lbs cu.ft) n a
Loc*dons: Meat Locker Slab
Remarks:921 was unable to locate the test cvlinders made on this date. Afier•numer•uus attemits, on U9-16-02, �1'L
Driver A.Evth and BBE Saper•rntendent l\r Gatnder•son checked the s1te and determined the test cWinder g were no
longer on vto. -
Deviations iron►the Sptcified Test Methods: Nurlc
Concrete Compression Test Results
SET
t'YLNDER z 02t" 02C 02t 62t'
�"URINOIAETHOD Moist Moist Moist Moist
C)NDITION (food
TESTED AT(days) 7
TOTAL LOAD(lbs)
P'-I
BREAK TYPE
REFERENC'EASTM C39,C143,C173,C31
TYPE A.QQNE TYPE B:CONE&SPLIT TYPE C.CONE&SHEAR TYPE D:SHEAR TYPE E.COLUMNAR
CYLINDER DIAPAETER =S" CROSS SECTIONAL AREA = 28,27 SO.IN.CYLINDER LENGTH=11"
Reported To:CLIENT-RU IL.L)INO OFFIML;(-A;N R REPRESENTAT NN -L kNDRY.kkCB=T9,EkDAkX.kNTH1^-)NY&.kSSOCUTES;.dLPPLEDORE
WaDMERING INC;PIONEER VALLEY CONCRETE SERVICES;TILCON CONNECTICUT
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY.
Gu THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTINO LABORATORIES,INC. EXCLUDES ALL LABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES N DANBLIRY-HARTFORD-NEW HAVEN-NEW LONDON
rrom.NM Department 203-791-24:�1 To:John Collins Date:10/22/02 Time:8.33:28 AM Page 1 of
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: 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 du 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: 09-16-021&08-23-02.obs
From-NffS Department 233-791-2451 To.John Collins Date:10/22/02 Time:8 33:28 AM Paget of
Ghent: Bartlett Brainard Ea-ott Inc.,Bloomfield,CT
ST L Project: Stop&.Sliop, Store 699,Soutli Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECLkL TESTING LkROR_-iTORIES,INC. Inspector: G. Belcher
PG Box.100 Bed1d,Collnutic'ut 06801
11hone(2()s)743 7 291 Fax(263)791 24S1 Date.: September 16,2002 Concrete Report
C ONUMRTF,INSTFt"TION
Weather: Cloudy All'Trnnperatuic: 70-Ft
Concrete Supplier•: Tilcon CT,LLC Cylinder Pick up Date: September 20,2002
CLASS (PST)
Volume Inspected(cubic Wards) 10.0
Total Volume Inspected to Date(cubic yards) 11>393.0
Inspection Start Time 0930
Inspection Finish Time 1030
hispcction Duration(hours) 1.0
Concrete Field Inspection and Test Results
Field Sett 43 A-D
Truck r 131
Ticket# 509654
Tunc Batched 0814
Tone Discharge 1015
Air Content(%) 1.0
Slump(inches) 4.25
Concrete Temperature ff) so
Density-(lbs cu.ft) 152.3
Locations: Freezer Slabs(2).
Remarks: Cylinders are stored inside new building covered and protected. Mitt contains fibers.
Deviations front the Specified Test Methods: Done
Concrete Compression Test Results
SET 43
CYLINDER 02C5713 02c75714 02C5715 02C"5716
i"LTPINc3IvTHOD Moist Moist Moist Moist
CONDITION Good Good good Good
TESTED AT(days) 7 28 28 28
T(-)T.AL L(-)AD(Ibs) 77,000 111,000 109,500 112,000
PSI 2,720 3,930 3,N70 3,960
BREAK TYPH D D D D
REFERENCEASTM C39,C143,C173,C31
TYPE A:CONE TYPE 8:CONE L SPLIT TYPE C:CONE&SHEAR TYPE D:SHEAR TYPE E COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AR EA = 28.27 M!N.CY'-INDER LENGTH=12"
R81301ted
-,IONEER VALLEYCONCCRE E SERV SERVICES-,1 LCON CONNECTIICUTEC1S'W��1X�ANTHONY�c.155C�L1t7'�.5 .kPPLEDC)1�
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED IQ CLAIM PRODUCT ENDORSEMENT BY NAILAP OR ANY OTHER GOVERNMENT AGENCY.
Gv THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY 1MITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES IN bA JBURY-HARTFORD-NEW HAVEN-NEW LONDON �
rrom.noun vepsurent 203-791.2451 To:7olm Collins Date:10/22/02 Time:8,33:28 AM 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 hic.
SPECIAL TESTTNG LABORATORIES,INC. Inspector: L. Smith Page: 1 of 2
Pon ( 200 Bethel,Connecticut 791 2 Date: August 23,2002 Masonry Report OBS
Phone�:,2133)743 7281 Fax i,2U3 i,y l 2451 � p � )
Daily Masonry Observation Report
At the request of our client a visit was made to the jobsite this date to observe the constniction of the masonry walls. The
following summarizes our findings:
ITEMS &LOt_'M IONS: CM U at 5.4:A-A.C. L&A-13- Grout placement first lift
REFERENCE DRAWING NUMBER: S-4 REVISION: Contract
Placement Observations
Yes No Yes No
Are the units clean and dry M X Is low lift grouting being used X
Are the units damaged or disfigured X Is high lift grouting being used X
r
' Does the contractor check level and plumb X Is grout anctfor mortar used with:r,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 i Are the completed walls secured at the end of the
at the end of the workday N/A i work-ky N/A
Is the grout being installed as specified i X I j Are all mortar joints being finished as specified X +�
Grout and Mortar Observations
Mortar-Required Strength-N/A ('Trout-Required Strength PST not specified
Yes I No Yes No
Is the mortar mLked onsite X Is the grout mixed onsite X
Ts the mixing water clean X Ts the mixing water clean X
Are all materials clean acid 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 I Ts the mixing time with specification X
Is the same operator batching every batch X I Is the same operator matching every batch X
Sampling method per specification N/A L Sampling method per specification X
**Mason indicated that additional vertical bar would be placed in lintel beam to maintain"typical"(#7 C,32")spacing above
door openings.
COMMENTS: The extent of our inspections concerning masonry construction this date are wholly defined in the above
tabulation.
rrom wua Departnwt "-W-�91-2451 To:John Collins Date:10122,'02 Time:8:38:28 kM Page of
Client: Bartlett Brainard Eacott Inc:., Bloomfield, CT
ST L Project: Stop& Shop, Store 699,South Windsor,(.T
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 1281 Fox(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 C!28 Days-Not specified
Examined with the following results:
Specimen No. Tested t Total Load PSI
02MO691 7 Days 28,700 2340
02M0692 28 Days 27,400 2240
02MO693 56 Days 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 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 Engineerilig Inc.
Respectfully submitted,
SPFCIAT,'TESTING LABORATORIES, INC.
Richard Speciale-Director John Hardman P.E.
Vice President Vice President
THE RESULTS SHOWN ON TMS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLALLZ PRODUCT ENDORSEMENT BY PAT-AP OR ANY O'1'R.GOVFRNIVMNT AGENCY,
THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. F.EPRODUCTION OR PUBLICATION ONLY W1T11 OUR EXPRESS PE&NIISSION.
SPF.C"TAT,TF4TTNCT T..ARORATORTF.4,M( FX(I TTDRS Al J.T.TART TrY FOR WORK PF.R70T('NFD BY 0TRFR 8
omr AREA OFFICES IN DANB[TRY-HARTFOPD-NEW HA"TN-NEW LONDON
From:MIS Department 203-'791-2451 To-?ohr,Collins Date:10/22/02 Time:8 14:52 AM Page 2 of 4
Client: Bartlett Brainard Facott Inc.,Bloonifield,CT
ST L Project: Stop die Sliop, Store 699,Soudi Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECLkL TESTING L1.]3nR-�T0RIES,INC. Inspector: G. Belcher
PO Box 200 Bed1el,Colviecticut 09801
Phone(203)743'291 Fax(205)791 2451 Date: September 16,2002 Concrete Report
C ONC'RYTV INSPFETION
Wcathcr: Cloudy Air TCilipCratuir.: 70'F=
Concrete Supplier: 'I'ilcon CT,LLC Cylinder Pick up Date: September 20,2002
C'T,ASS (PST) 3,ow)
Volume Inspected+,cubic Wards) 10.0
Total Volume Inspected to Date(cubic yards) 1,393.0
Inspection Start Time 0930
Inspection Finish Time 1030
Inspection Duration(hours) 1.0
Concrete Field Inspection and Test Results
Field Set it 43 A-D
Truck;i 131
Ticket# 809654
Time.Batchcd 0814
Time Discharge 1015
Air Content(%) 1.0
Slump'inches) 4.25
Concrete Temperature(°F) 80
Density(lbs cu ft) 152.3
Locations: Freezer Slabs(2).
Renttarks: Cylinders are blared inside new building*, coverad and protected. Mix contains fibers.
Defy iations frontthe Specified Test Methods: Done
Concrete Conipression Test Results
SET 43
t."YLINDER zt 021-'5713 02('5714 02t-'5715 02C"5716
C"LTRING METHOD Moist Moist Moist Moist
C't)NDITION Good OTood �37ood Good
TESTED AT(days) 7 28 28 28
TOTAL L()AD(lbs) 77,000 111,000 109,500 112,000
PSI 2,720 3,930 3,870 3,960
BREAK TYPE D D D D
REFERENCEASTM C,9,C143,C173,C31
TYPE A:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE D:SHEAR TYPE E.COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 28.27 SO.IN.CYLINDER LENGTH=17'
ENGQINFNr 1N N$' ON RR A
LLEY CAN RETE S RV CESl T LCKN COLNNYCT LUTE fS:EltDlvL1N AN'1'HONY A550CZA 1'E,S,APPIEDORE
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY To THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMEN r BY NVLAP OR ANY OTHER GOVERNMENT AGENCY.
GU THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES INbANBu ky-HARTFORD-NEW HAVEN-NEW LONDON
From:NIIS Deparftnmt 203-791-2451 To:John Collins Dare:9/27/02 Time:8:50:50 AM Page 3 of 5
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST LProjrc t: Stop&Sliop, Store 699,Soutlr Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECUL TESTING 1—kR6kATORIES,INC. Inspector: G. Belcher
PO Box vk BGtlicl,Coaticcticut 09801
Phont r203)1-43 7291 Fax(203)791 241;1 Date: September 16,2002 Concrete Report
(10NUMETF.IN SM"TION
` catlwr: Cloud- ill'TG111pC1aturc. 70'F±
Concrete Supplier: Tilton CT,LLC Cylinder Pick up Date: Sept=ber 20,2002
CLASS (PST)
Volume Inspected(cubic yards) 10.0
Total Volume Inspected to Date(cubic yards) 1,393.0
Inspection Start Time 0910
Inspection Finish Time 1030
Inspection Duration(hours) 1.0
Concrete Held Inspection and Test Results
Field Set ii 43 A-D
Truck n 131
Tic:kct ii 809654
Time Batched OS 14
Time Discharge 1015
Air Content(%) 1.0
Shimp(inches) 4.25
Concrete Temperature(°F) Ho
Density I;lbs cu ft) 152.3
Locations: Freezer Slabs(2).
Remarks: Cy-linderb are stored ingidd new building covered and protected. M11 contains fibers.
Deviations from the Specified Test Methods: Done
Concrete Compression Test Results
SET 43
CYLINDER 02t'5713 02('5714 02C5715 02('5716
FIRING METHOD Moist Moist Moist Moist
CMNDITION Good
TESTED AT idia s) 7 .
TC)T L LOAD Obs) 77,000
PSI 2,720
BREAK TYPE D
REFERENCEASTM C39,C143,C173 C31
TYPEA:CONE TYKE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE 0:SHEAR TYPE E'COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 28 27 SO.IN.CYLINDER LENGTH=12"
Rsp4%d To:CLIEN'1';13U R.DING OFFIC;LILL'OWNER 1t1=J•'it1 SEN 1'A11V4 L NDRY ARCHITECTS:ERi)MAN ANTHONY&ASSC)C'LkTES;APPL,EDORE
EririnJE>~ItWG INC;PIONEER VALLEY CONCRETE SERVICES;TILCON CONNECTICUT
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY.
THE FOREGON3 INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LABILITY FOR WORK PERFORPAED BY OTHERS.
AREA OFFICES INISANBLRY-HARTFORD-NEW HAVEN-NEW LONDON
From:MIS Depntnent 2,33-791-2451 To.John Collins Date:10/29!02 Time:9-39:42 AM Page 1 of 5
FAX COVER SHEET
SPECIAL TESTING LABORATORIES, INC.
P.O.Box 200,Bethel,Connecticut 06801
Phone(203)743-7281 F&x(203)791-2451
fax r a n s m i t t a l
re: Stop&Shop, South Windsor
from: Special Testing Laboratories
date: October 28,2002
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: 10-10-021, 10-16-02A&10-23-02.rebar
From:MIS Departamt 20-791-245 1 To:John Collins Date:10/28/02 Time:9.39:42 AM, Page 3 of S
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST L Project: Stop&Sliop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECLkL TESTING L_-.E()RATGRIES,INrC. Inspector: G. Useda
PC)Box 200 Erma,Corultacuf 06841
Phone.(20s)-,43'291 Fax(203) 91 24s1 Date: October 14,2002 Concrete Report
(`ONCRF.TF.TN'SM"TION
`Vcathur: Clear Surinv Air Tcinpclaturc: 67°F:.t
Concrete Suppllcr: nicon Cylinder Pick up Date: October 16,2002
C'T A SS (PST) 4,000
Volume Inspected+'cubic yards) 40.0
Total Volume hispected to Date(cubic:yards) 1,443.C►
Inspection Start Time 1245
Inspection Finish Time 1545
Inspection Duration(hours) 2.5
Concrete Field Inspection and Test Results
Field Set d 45 A-D
Tiukk n 13 G
Ticket 910723
Timm Batched 1420
Time Discharge 1515
Air Content(°ro) 3.25
Slump"inches) 4.5
Concrete Temperature(°F) 78
Density-(lbs cu ft) 150.9
Locations: Sidewalks
Rentarks: Placement by chute,mechanically consolidated,hand-troweled to finisb. Cylimlerh are covered,.protected and
field-cured at pour site. Prior conunitnient r-ai late and was not able to inspect first two trucks.
DeNlations f't ont the Specified Test Methods: None
Concrete Compression Test Results
SET 45
t"YLINDER i- 62C6437 01"6438 021"6439 02t"6440
CURINAs METHOD MoiSI. Moist Moist Moist
t"C)NDITI()N cJood
TESTED AT(days) 7
T(.)TAL L(_)AD(ibs) 134,000
PSI 4,740
BREAK TYPE D
REFERENCE ASTM C39,C143,C173,C31
TYPEA:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE U:SHEAR TYPE E.COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 28 27 O.IN.CYLINDER LENGTH=12"
Reported To.CLENT,BU ILDING()FFICUL,OWNER REPRESENT.-.TI`E,L-iNDRY.ARCHITECTS,ERUNLaIv xNL TH0'-Zy&ASSOCL-ITES,.&,PPLEDORE
ENGD EERTfU INC.;PIONEER VALLEY CONCRETE SERVICES;TILCON CONNECTICUT
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED
ou THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY.
THE FOREOOIN3 INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES
OFFICESIIV tWJBURY-UHARTFORO-NEW HAVEN NE O PERFORMED BY OTHERS.
From:TUTS Departamt 203-791.2451 To:John Collins Date:10/28/02 Time:9:39:42 AM Page 5 of S
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST L Project: Stop&Shop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPE(-'LkL TEyTING LA.flOR.kTORIES,NC. Inspector: G. Usedai
PC)Bogy:200 Bout t,Cotulecticut 06801
1"houc(203)743 7291 Fax(203)791 2451 Date: October 10,2002 Concrete Report
C ONC'RF.TF,INSPFt'TIf)N
Weather: Cloudy Air TonipCratui C: 70 0 Ff
Concrete Supplier: Tilcon Cylinder Pick up Date: October 14,2002
CLASS {PST) 4,000
Volume Inspected "cubic yards) 10.0
'Total Volume Inspected to I)ate(cubic;yards) 1,403.0
Inspection Start Time 0930
Inspection Finish Tinie 1130
Inspection Duration(hours) 2.0
Concrete Field Inspection and Test Results
Field Set iz 44 A-D
Truck Tr 135
Ticket;i 910629
Time Hatched 1007
Time Dibcharge 1100
Air Content(%) 3.0
Slump(i=hes) 5.25
Concrete Temperature('F) 75
Density lbs au fI) 146.2
Locations: Sidewalks
Remarks: Concrete placement by chute. Manually-consolidated,luuid-troweled to tinidh. Cy-lindere are covered,
protected and field-cured at placenient site.
Deviations Boni the SpcciYled Test Methods: None
Concrete Compression Test Results
SET 44
�'"YLINDER 02C6369 0176370 02t-'6371 02k-"6372
CITZINdJ METHOD Moist IvloisL MoisL MoisL
t"(_)NDITIC_NN shod
TESTED AT(days) 7
TOTAL L(-)AD(lbs) i 00,500
PSI 3,560
BREAK TYPE D
R EFER ENCE ASTM C39,C143,C173,C31
TYPEA:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE D:SHEAR TYPE E:COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 28.27 SD.IN.CYLINDER LENGTH=12"
Reported To:CLIENT-EU U DING OFFIML Q NER REPRESENT• M7,L.ILNDRY ARMTECTS,EhW4-kN ANrrI0'q .fit.ASSOMTES,APPLEDORE
ENGINEERING INC.;PIONEER VALLEY COI'CRETE SERVICES;TILCUN CUNNECTICUT
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVIAP OR ANY OTHER GOVERNMENT AGENCY.
Ou THE FOREODIN3INFORmATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PL:BLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES N 15 NKW tY-HARTFORD-NEW HAVEN-NEW LONDON
From:NIIS Department 203-791.2451 To-John Collins Date:11/13/02 Time:3 26:30 PM Page of
Client: Bartlett Brained Eacott Inc.,Bloomfield,CT
S T L Project: Stop&Shop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECUL TESTING LkRnRATORIES,INC. Inspector: G. Useda
PO Box 200 Ectltcl,COIMCCtiCut 09801 October(20} )?43 7281 Fax(203)791 245 Date:1 tObel' lU 2002 Concrete Report
C ONC'RFTE Ir SPFC'TION
WCather: Cloudy Air TCnipeiaturc: 70 F=
Concrete Supplier: Tilcon Cylinder Pick up Date: October 14, 2002
MASS (PST) 4,000
Volume Inspected(cubic yards) 10.0
Total Volume lnspected to Date(cubic yards) 1,403.0
Inspection Start Time 0930
Inspection Finish Tinie 1130
Inspection Duration(hours) 2.0
Concrete Fleld Inspection and Test Results
Field Set ii 44 A-D
Tickk 7 13 5
Ticket F 910629
Tu1iC Eatchcd 1007
Tine Discharge 1100
Air Content(%) 3.0
Slump rinches) 5.25
Concrete Temperature(°F) 75
Density(lbs cu ft) 146.2
Locations: Sidewalks
Remarks: Concrete placement by cliute. Manually-consolidatzd,hand-troweled to finish. Cylinders are covered,
protected and field-cured at placement Bite.
De�-iations from the Specied Test Methods: None
Concrete Compression Test Results
SET 44
CYLLNDER 02i u369 02t'6370 02C'6371 02C6372
�'LIRNO METHOD Moist ls&isl MolSl. Moist
CONDITION t1UOL1 Hood �sond tsood
TESTED AT(days) 7 28 29 28
TOTAL LOAD i 1bs) 100,500 142,500 142,000 143,000
PSI 3,560 5,040 5,020 5,,060
BREAK TYPE D D D D
REFERENCEASTM 039,C143,C173,C31
TYPEA:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPED:SHEAR TYPE E:COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 28 27 SO.IN.CYLINDER LENGTH=12"
Reported To:CLIENT;BU IL.DINO OFFICLid,OWNER REPRESENTATIVE;LkND&Y.ARCHITECTS,ERD1 LkNL O\"i ANfH " &ASSOCLkTES,_kPPLEDORE
ENG12NEERING INC.;PIONEER VALLEY CONCRETE SERVICES;TILCON CONNEC'TICUT
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY.
Ou THE FOREOOINO INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WRH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIESyI�N�C�. EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES N UNYBUtY-HARTFORD-NEW HAVEN-NEW LONDON
From:141S Department 203-791.2451 To:John Collins Date:11/22/02 Time:12:04:26 PM Page 1 of 2
FAX COVER SHEET
SPECIAL TESTING LABORATORIES, INC.
P.O.Box 200,Bethel,Connecticut 06801
Phone(203)743-7281 Fax(20 y)791-2451
fax r a n s m i t t a l
re: Stop&Shop, South Windsor
from: Special Testing Laboratories
date: November 22,2002
pages: i
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: 10-21-021
From-: GS Department 2,13-791.2451 To:John Collins Date:11i 22102 Time.12.04.26 PAi Page 2 of 2
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST L Project: Stop&Shop, Store 699,Soudi Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECLkL TESTT G LkR6R.kTnR1ES,1NC Inspector: M. Signorelli
PC)Box 200 Eculel,C01111tCLlcut 06801
Phone(203)743 7291 Fax(203)7912451 Date: October 21,2002 Concrete Report
C ONC'RRTE INSPRC'TION
Weather: Clcar Air TCnipciatuC: 51°F:t
Concrete Supplier: Tilcon Cylinder Pick up DaLe: W- ober 24, 2002
MASS (PST) 4,000
'Volume Insp=ted(cubic yards) 10.5
Total Volume Inspected to Date(cubic cards) 1,453.5
Inspection Start Time 0930
Inspection Finish Time 1100
Inspection Duration(hours) 1.5
Concrete Field Inspection and Test Results
Field Set a 46 A-D
Truck 224
Ticks:t 810931
Time Batched 0903
Time Discharge 1030
Air Content(%) 5.5
Slump(inches) 3.25
Concrete Temperature(°F) 70
Density-"lbs au ft) 150.8
Locations: Slab on Grade,side`tialk sections at the west Half of the north side Sidewalk at the front of the building.
Remarks:None
Deviations from the Specified Test Methods.- None
Concrete Compression Test Results
SET 46
(-" LINDER 02d-'c5517 02C6618 02t-"6619 02t-"6620
CITRINds METHOD Moist Moist Moist Moist
1"ONDITION dsood Good k3ood Good
TESTED AT(days) 7 28 28 28
TOTAL LOAD(lbs) 90,000 126,000 125,500 127,500
PSI 3,180 4,460 4,440 4,510
BREAK TYPE D D D D
REFERENCEASTM C39,C143,C173,C31
TYPEX CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE Q:SHEAR TYPE E.COLUMNAR
CYLINDER DIAMETER =S" CROSS SECTIONAL AREA = 28.27 SO.IN.CYLINDER LENGTH=12"
_R� IN
OADorted To:CUEN'T:ELI 111-)1NG OFFICL1`L,uWNER REPRE."J=.N 1'.�►'1'l�E,LkND AkC1-Ul'ECTS:ERDMAN ANTHONY I.�iSSCK1k TLS.APPLrDDIZE
ENGWEERG AID'.;PIONEER VALLEY CONCRETE SERVICES;TILC`ON CONNECTICUT
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY 1NLAP OR ANY OTHER GOVERNMENT AGENCY.
GU THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES INbkN RY-HARTFORD-NEW HAVEN-NEW LONDON
From:NIIS Departrnent 203-791.2451 To:John Collins Date:11,13/02 Time:3:26:30 PM Page 3 of 4
Client: Bartlett Brainard Eacott Inc.,BloonTield,CT
ST L Project: Stop&Sliop, Store 699,South'vVindsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPEML TESTING LkRORATORIES,INC. Inspector:CT. Uscia
PO Box 200 Bethel,Connecticut 06501
Phont(203)743 72SI Fax(203)'7')1 2451 Date: October 14,2002 Concrete Report
C ONC'RF.TV IN SPF,C'TION
Weather: Clear Surtnv Air TcinpciatuiC: 67°Ft
Concrete Supplier. Tilcon Cylinder Pick up Datt: Oatober 16,2002
C,T,ASS (PST) 4,-000
Volm-ne Inspected "cubic yards) 40.0
'Total Volume Inspected to Date(cubic yards) 1,443.0
Inspection Start Tine 1245
Inspection Finish Time 1545
Inspection Duration(hours) 2.5
Concrete Field Inspection and Test Results
Field Set ix 45 A-D
Truck 136
Ticket 910723
Timc Batchcd 1420
Time Discharge 1515
Air Content(%) 3.25
Slump(inches) 4.5
Concrete Temperature(°F) 79
Density(lbs au.ft) 150.8
Locations: Sidewalks
Remarks: Placement by chute,mechanically consolidated,hand-troweled to finish. Cylinders are;:overed,protected and
field-cured at pour site. Prior cununitnient.ran late and was not able to inspect first two trucks.
Deviations Toni the Specified Test Methods: None
Concrete Compression Test Results
SET 45
(�YLINDER 02C'"6437 02C(5438 02C"6439 02C"6440
uLIRINts METHOD Moist Moist. Moisl, Moist
u_)NDITI0N Chod Mood k30od 0700d
TESTED AT(day s) 7 28 2g 28
TDTAL LDAD Obs) 134,000 179,000 150,500 178,000
PSI 4,740 6,330 5,320 5,300
BREAK TYPE D D D D
REFERENCEASTIVI C39,C143,C173,C31
TYPEA:CONE TYPE B:COME&SPLIT TYPE C:CONE&SHEAR TYPE D:SHEAR TYPE E:COLUMNAR
CYLINDER DIAMETER =S" CROSS SECTIONAL AREA = 28 27 SO.IN.CYLINDER LENGTH=12"
Rsportad To.CLIENT,RU ILDING OFFICUI,GINNER REPRESENT.-,TNT,LANDRY AkCHITECTS,ERDNLkN.kNTHONY&:kSSOCUTES,.kPPLEDORE
ENGINEERING INC.;PIONEER VALLEY CONCRETE SERVICES;TILCON CONNECTICUT
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
ou THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY.
THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY lNlTH OUR EXPRESS PERMISSION.
SPECIAL TESTINROFFCESIBY-UITOHVNNELD ^ED BY OTHERS.
AREA INbkLRWRFRD-NEW FOR
W ONON
From:MS Department 203-791-2451 To:John Collins Date:11/5102 Time:10:09:44 AA1 Page 2 of 3
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST L Project: Stop&Sliop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
9PEC_LA1 TESTING LkROR-ATORIES,ANC Inspector: M. Signurelli
PO Box z00 Wid,C01111CCtic'ut 06801
Plant,(203)743'291 Few(205)791 2451 Date: October 21,2002 Concrete Report
CONCRETE IN SPRC'TION
Wcathcr: C1Car lair TCnipciatuiC: 51°Ft
Concrete Supplier: Tilcon Cylinder Pick up Date: Uc:tober 24, 2002
("TASS rPST) 4,000
Volume Inspected"cubic yards) 10.5
Total Volume Inspected to Date(cubic yards) 11)453.5
hupection Start Time 0930
Inspection Finish Tinie 1100
Inspection Duration(hours) 1.5
Concrete Field Inspection and Test Results
Field Set ii 46 A-D
Truck 224
Ticket 810931
Tina Batchcd 0903
Tine Discharge 1030
Air Content(%) 5.5
Slump I,inches) 3.25
Concrete Temperature(°F) 70
Density(lbs cu ft) 150.8
Locations: Slab on Cn-ade,Sidewalk sections at the west 1i11f of the north side sidewalk at the front of the building.
Remarks:None
Deviations from the Specified Test Methods- None
Concrete.Compression Test Results
SET 46
CYLINDER 02(-'6517 02t_6618 02C6619 02t:66=0
CURING METHOD Moist Moist Moist Moist
t-"OI\TDITI(-)N Good
TESTED AT(days) 7
TOTAL,LC)AD Obs) 90,C00
PSI 3,180
BREAK TYPE D
REFERENCE ASTM C39,C143,C173 C31
TYPE A:CONE TYPIE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE D:SHEAR TYPE E.COLUMNAR
CYLINDER DIAMETER =S" CROSS SECTIONAL AREA = 28 27 60.IN.CYLINDER LENGTH=12"
R� IN
eRoR ,E ed To,CUENTLI 1L)1NG')1�'1+1CLkL:OWNER REPRESE " ILTI 4 NDRY.RCA-RTECTS;l±X).� kN AN PHONY�.��5i ita�'1'h5:.�►1'1'L1�1►Oli);
FNGniEERG Nr_.,PIONEER VALLEY CONCRETE SERVICE L.;TILCON CONNECTICUT
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPOR T SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY.
Gu THE FOREGON3 INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES.INC. EXCLUDES ALL LABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON
From:NIIS Deparhnent 203-791-2451 To:John Collins Date:11 '1/02 Time:3:4 7:18 PM Page 3 of 3
Client: BarlleLL Brainard EacoLL Inc.,Bloomfield,CT
S T L Project: Stop&Shop, Store 699,Soutli«indoor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING LABORATORIES,INC. Inspector: G. Belcher
PO Box 200 Bethel, Fax(2 ti,) 1 24 Date: Octobcr 23 2002 Concrete Report
Shane�2U3}743 7281 l''ex(,2U3)791 2451 � ,
PROGRESS OF FORK:An auffio iced representative of this firm was dispatched to the above project site for a scheduled
concrete inspection.
However,this STL Inspector arrived at job site at 1:00 p.m for a scheduled 1:00 placement. Leif site at 3:.15 p.m and truck
had not arrived.
REPORTED TO: RU II-DING OFFICLiL, OWNER REPRESENTATNT, LANrRY kRCIRTECTS, ERDMAN _kNTHONY & ASS MTES; ,-kPPLEDORE
ENG11,ME ING INC.,PIONEER VALLEY CONCRETE SERI`ICES,MCCjN CONNECTICUT
Respectfully submitted,
SPECIAL TESTING LABORATORIES,INC.
Richard Speciale-Director
Vice President
John Hardman, P.E.
`'ice President
THE RESULTS SI4DMQ ON THIS REPORT RELATE ONLY TO THE SAWLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY N'%IAP OR ANY-OTEER GOVERNNIENT AGENCY"
Gu THE FOREGCING INFORMATION IS THE.PROPERTY OF CLIENTS REPRODUC 1TON OR PUBLICATION ONLY WITH OLTR EXPRESS PEFMSSION.
SPECIAL TESTING LABOPLATORIES,INC.EXCLUDES ALL LIABILITY FOR WORK PERFOlOffiD BY OTHERS.
AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON
From:NUS Department 203-791-2451 To:John Collins Date:11/11/02 Time:11:50:16.4M Pagel of 2
FAX COVER SHEET
SPECIAL TESTING LABORATORIES, INC.
P.O.Box 200,Bethel,Connecticut 06801
Phone(2.03)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 11,2002
pages: 1
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: 10-25-021
From:N11S Depa lment 203-791-2451 To:John Collins Date:11/11/02 Time:11:50:16 AM Page 2 oL 2
Client: Bartlett Brainard Ea,:�ott Inc.,Bloomfield,CT
ST L I'rojeet: Stop&Sltop, Store 699,South Windsor,CT
C.'ontiractor: Bartlett Brainard Eacott Inc.
SPECUL TESTINIG LkR()k-kTGRIE5,ANC Inspector: G. Use&
PC)Boa;200 Bed!cl,Coiinecticut 06801
Mono(203)743 7291 Fax(203)791 24s1 Date: October 25, 20u2 Concrete Report
C ONC WTV TN STF.C'TI0N
Weather: Clear Stitiny A-ir Tciliperatmc: 70°Ft
Concrete Supplier: Builder's Cylinder Pick up Date: November 1,
Volume Inspected"cubic yards) 8.0
Total Volume lnspeeted to Date(cubic Wards) 1300
Inspection Start Time 1500
Inspection Finish Tine 2.(}
hupcction Duration(hours)
Concrete Field Inspection and Test Results
Field Set i� 47 A-D
Truck r 024
Ticket F 18732
TimC Batchcd 11 a
Tine Discharge 1415
Air Content(°fo) 2.5
Slump(inches) 4.0
Concrete Temperature(°F) 67
Density i 1bs au ft) 145.1
Locations: New addition wall,north side-
Rentarks:None
Deviations front the Specified Test Methods: "Non_
Concrete Compression Teat Results
SET 47
C"YLIlNTDER t 02C6831 02C6832 02C'6 33 02(-"6834
C"URINOT NETHC)D Moist Moist Moist Moist
(-"()NDITIC)N Good
TESTED AT(days) 7
TC_)TAL LOAD(lbs) 65,000
PSI 2,300
BREAK TYPE D
REFERENCEASTM C39,C143,C173 C31
TYPEA:CONE TYf�E B:CONE&SPLIT TYPE C:CODE&SHEAR TYPE D:SHEAR TYPE E:COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 28.27 SO,IN.CYLINDER LENGTH=12"
Reported To:CLIENIV-HL 1L1)1Nr-j O1•'1ICUL.CW ER YIPRESENPA'TA,4 LIND Y ARCHTTECfS,ERI)M.',N ANMONY&ASSOC11TES;APPLEL)ORE
ENr 19EER N6 INTr_;PIONEER VALLEY CONCRETE SERVICES;TILCON CONNECTICUT
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAJM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY.
Gu THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES INt)AN61U RY-HARTFORD-NEW HAVEN-NEW LONDON
From:MIS Department 203-791.2451 To:John Collins Date:12l3i02 Time:11:10:36 AM Pagel of 2
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: December 3,2002
pages: 1
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 dui 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: 10-25-021
Frorn:NUS DeparhTmt 233-701-2451 To:John Collins Date:12/3/02 Time:11 10:36 AM Page 2 of 2
Client: Bartlett Brainard Eacott Inc., Bloomfield,CT
ST L Project: Stop&Sliop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECLkL TESTING LkROR_kTORIES,aX. te T.�
PO 13oz ZO0 Sedirl,contlecticut 06801 Inspector: G. t,
Phone(203)743 77291 Fax(2W)791 24s1 Date: October 25,2002 Concrete Report
C ON(MYTE INSPF.C710N
Wcathcr: Clear Sunny Air TG111pmatmc: 701)Ft
Concrete Supplier: Builder's Cylinder Pick up Date: November 1,
MASS (PST) 11)000 3 4tv
Volume Impected(cubic yards) 8.0
Total''olunie Inspected to Date(cubic yards) 11)461.5
Inspection Start Time 1300
Inspection Finish Time 1500
Inspection Duration(hours) 2.0
Concrete Feld Inspection and Test Results
Field Set a 47 A-D
Truck--ii 024
Ticket,� 18732
Time Batchcd n a
Time Discharge 1415
Air Content(%) 2.5
Slump(inches) 4.0
Concrete Temperature ff) 67
Density(lbs cu.ft) 145.1
Locations: New addition wall,north side.
Renmrks:None
Deflations front the Specified Test Methods: None
Concrete Compresgdon Test Results
SET 47
t'YLINDER t� 62C"6831 02t'6832 02t'6833 02C'6834
I.LTRINCIMETHOD Moist Moist Moist Moist
CONDITION Good t hod 170od Good
TESTED AT(days 7 28 28 28
TOTAL LOAD(lbs) 65,000 102,500 100,000 110,000
PSI 2,300 3,630 3,540 3,890
BREAK TYPE D D D D
REFERENCEASTM C39,C143,C173,C31
TYPEA:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE D:SHEAR TYPE E.COLUMNAR
CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 28 27 SQ.iN.CYLINDER LENGTH=12'
RepQlted Ta-CLIENT:HLJ IWING f FFIC'LkL.,OW JKEPRESE 1'.�'1lV4 LkNDRY ARCMTECTS.ERDMAN ANTHONY&AS6CC1kTE5:APPIEDORE
>�rr�[NEERirfG INC,PIONEER VALLEY CONCRWE SERVICES;TILCON CONNECTICUT
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY%LAP OR ANY OTHER GOVERNKIENT AGENCY.
Gu THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION.
SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES N&AIJBLRY-HARTFORD-NEW HAVEN-NEW LONDON
From:MIS Department 203-791-2451 To:Joi i Collins Date:11/12/02 Time:5 37:02 PM Fage 3 of 3
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST L Project: Stop&Sliop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING LABORATORIES,INC. Inspector: M. Signorelli
PO Box 200 Bethel,Connecticut 06801
Phone 1203)743 7281 Fax(203)791 2451 Date: October 29,2002 Concrete Report
PROGRESS OF NVORK:An audxxi/,ed representative of this fine was dispatched to the above project site for a scheduled
concrete inspection.
However,the originally scheduled pour time was postponed to a later time on that same day. This STL inspector was unable
to remain on site for concrete pour due to previously scheduled con-lnitments
REPORTED TO: HU ILDWO OFFICLiL, OWNER REPRESENTATWE, LANDRY .ARCHITECTS; FaRDIVLkN ANTHONY A ASSOCLkTES, APPLED ORE
ENGINEERING INC.;PIONEER VALLEY CONCRETE SERVICES-,TILCON CONNECTICUT
Respectfully submitted,
SPECIAL,TESTING LABORATORIES,INC.
Richard Speciale-Director
Vice President
John Hardman, P.E.
Vice President
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAII+IPLES TESTED.
THIS REPORT SHALL NOT BE USED TO CLALM PRODUCT ENDORSEMENT BY NNI AP OR ANY OTHER GOVERNMENT AGEPi CY.
Gu =FOREGGD.G I!%FORMATIGN IS THE PROPERTY OF CLIENTS REPRODUCTIGN OR PUBLICATION ONLY WITH OLTP.EXPRESS PER ZSSION
SPECIAL TESTING LABORATORIES,INC.EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-,NEW LONDON