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06/19/2002 15:49 2037405110 SPECIAL TESTING LABS PAGE 02/04
Client: Bartlett Brainard Facott Inc., Bloomfield,S T L
Project; Stop & Shop, Store 699, South VYtndso-:,,, CT
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING LABORATORIES, INC.
PO Box 300 Aathat,Conneeticut W01 Inspector: John Hardman PE
Phone(203)743 BSI Fax(203)791 245I Bate; June 11, 2002 Initial Review of Spt:,,ial Inspeetions
Special Inspector, Special Testing Laboratories
Schedule of Special Inspections: Prepared by: lKenneth Alley PE
Dated: 6/7/02
A brief meeting was held with the contractor's project superintendent concerning the requi:,n-rents of the
program a,% shown in the schedule. BBE was provided with a copy of the schedule and has w4:-rked with the
Special Inspection "'system" before.
We examined each section of the schedule and Y explained what inspections were needed to cotr,yly and enable
us to prepare the Final Deport of Special Inspections that will be needed before the Building Ofl icial will issue
a Certificate of Occupancy.
The following issues could easily present problems in the future if not handled correctly.
All inspection services are to be provided by STL and the scope of the inspections is cle 11-ly defined in
the schedule. The soils, concrete, structural steel and masonry inspection program:, are all quite
conventional,
• An inspection of the subgrade for suitability prior to the placement of the foundati,.Nns leas been
accomplished and further reviews will occur in the future.
A review the concrete nix design is required. We would appreciate copies of the Pape'-rvork so that
this review can be accomplished.
• A review the structural steel mill certificates is required, We would be grateful .for ;spies of the
paperwork so that this review can be accomplished.
�— • A re-view of the material certifications for the: masonry materials is required. We woi.I appreciate
copies of the paperwork so that this review ci�n be accomplished.
During the meeting Mr. Abbas agreed that l could perform the Inspection of the subgrade inst lLd of haying
Dr Welti make a special trip and that was duly accomplished. He also agreed that our moss experienced
masonry inspector, who is not a Professional Engineer, has sufficient expertise to adequate'..,r inspect the
masonry construction, Both of these alterations to the;written scope of the Special Inspection i; rogram have
been incorporated into the program unless we receive notification to the contrary.
REPORTED TO: Client(Sue FAX NO, (860)24i-9,929,Bialdirig Oilicia1 (John Cotlil7s-)FAX NO: (8: C!)644-3791
Owner Represciltatit,e(Pat11 Loin&Maria Pereira),FAX NU:42J))234-8023,
T..andly Ambitects FAX NO: (603.)994-4 a58,Ej-dinar Anthcmv& Associates FAX NO:(c'�i 7 J 7�12-73i�8,
!1pp)adore Engineering Inc.FAX NO, (60.1)433-9988
SIONAT(JRE
ACTION: __.__.` DATE: 1 ,tom
TITLE: �
ATTACHMENTS: Daily Deport Test Deport Other None X
THF.REST TUrs SHOWN ON THIS it RF..U-VM c7Ni✓Y T(-)Tl-1F.SAMPUS'I L•'S-IZD.
'I ijs RLF0RT SH2U..L NO*r F3F vS6n To C1.A IVI PRODUCT T RNTX)RSrrNJr.,NT BY NVL�V CAR ANN"01'HCR G0VEV'4MF.NT AULNCY.
THE I'OII.CcOINCT:NFORMATION IS THE PRIC,1c�1'IEWI'rS}'.01 CUENTw. i16PRODUCTION OR PLJBI-ICA-70N ONLY W171.'H 0:'R.EX?RES5 PER.'I MION.
�� SPECIAL TFS",", �����f�'TC��S�iN��I���L3�1��1-t1 rA7t�f�8kk ,: l jkVI IT F�tL�N��L�'
06/19/2002 15:49 2037485110 SPECIAL TESTING LABS PAGE 03/04
_ Client: Bartlett Brainard Eacott Inc., Bloomfield, C' F
ST L Project: Stop & Shop, Stare 6"0 South Windsor, CT
Contractor:- Bartlett Brainard Eacott Inc.
SPECIAL TESTING LABORATORIES,INC. eCtO)C; Jahn Hardman PE
PO Box 200$ethol.ConaCCLiCtit 06801 la
Phone(203)743 7281 Fax(203,791 245I Date: June :!8, 2002 Field of Special x1r�5p4::tions
Special Inspector; Special Testing Laboratories
Schedule of Special Inspections: Prepared by: Kenneth Alley PE
Dated: 6/7/02
A visit was made to the jobsite to investigate the extent of the inspection program relative to thl: construction
achieved.
The foundations and frost walls for the building are almost complete The backtilling around tip interior pier
fs�otings is almost complete. The backfilling of the north wall is complete and was progressing arc and the north
wall at the time of this visit.
The inspection reports for the project have been reviewed and the inspectors interviewed.
In conclusion Y can confirm that all of the inspection services that are required by the schedl, Ity of Special
Inspections are being provided.
REPORTED TO. C.lieltt(.Sue Comet')FAX NO: (860)243-Q929,Buildlag Offlicis l (.f 011-1 C 01k-)S)F A.X NO: (8110)6 44-3781
0%vner Rep mutative(Paul Zorn&ivimia Pereira) FAX NO: (203)234-802 3,
Lmdry Amhitects FAX NO; (603)894-4358,Erdmwl Anthauy&Associates F,=Ui NO: (G 17)'42.7308,
Alipledore Engineering Inc,FAX NO;(603)433-8988
SIGNATURE
ACTION: AAT�: � .�.
TITLE: 9 -
ATTACHMENTS- Daily Report Test Repor: Other None X
1'11E RESUL'1's SHOWN ON THIS REPORT RELATE ONLY TO THE,SAN(M Y3'ITWI'1:1).
'i'I 11,8 REPORT SHALT,NOT BF.,USED TO CLAIM PRODUCT EhJDORSEMENT BY N4�LAP t�1:.'E N. c'y'i'13FTt CiOtrF„;r1h�lFhiT AGENCY.
T14r?FORFOOING INTFUitA1 1:r1Oi,T IS THE PROPERTY OF CLIEN'.1's. REPRODUCTION OR PLJ2LLC.�T10N'0NLV WIT]I 0 71.t EX?RESS?ERMISSIONL .
$pE'CT111,"►;FSTING 1rAsoiZAl'oxllrs,INC.L1C'LUDES ALL LIFIBILiTY rOR.WORK Pf RFOR1rCr D B%- THERS.
Jl,
AREA OFFICES IN DAN BURY-HAIt'1'FCl'1'tl)-NJI�Nl 1HAVEN-NEW LONDON
06I1912002 15:49 2037485110 SPECIAL TESTING LABS PAGE 04/04
Client.- Bartlett Brainard Eacott Inc., Bloomfield, C7:
S T L Project: Stop & Shop, Store 699, South Windsor, CT
Contractor: 'Bartlett Brainard Eacott Inc.
SPECLAL MTMO LABORATORMS.INC. Lab Technician: John Hardman PE
PO
ne t1►03)Bethel,3 73S 1 Fax(203)7951 2451 Date: June 18, 2002 Soil Bearir g Capacity Review
PROGRESS OF WORK: An authorized representative of this firer was dispatched to the above project site
to review material exposed for foundation bearing.
The bearing capacity of the material encountered wa;, inspected in accordance with contract pecitications and
technical contract documents provided.
The material, was visually examined and determined to have an estimated bearing value suit:,bl.e to support 2
C.S.F.
The following locations were approved:
1..QCATION ELEVATIO;;4
East half of south wail Approximately 9' below fini,bed floor level
MATERIAL AVAILABLE FOR OUR REVIEW:
Borehole Logs: Yes Subsurface Investigation. Report: Yes Foundation .Drawings: Yes
NOTE: Elevations obtained from the contractor.
--r.0MMENTS: All soils to be protected :From adverse environmental conditions tintil the bay kfill around the
_oundations is Complete.
REPORTED TO: Client; Building Official; Owner Representati�,e; Landry Architeots, Erdman Anthi my & Associates;
Appledore Engineering Inc.; CMert~y Hill Demolition
Respectfully submitted,
SPECIAL TESTING LABORATORIES, INC. L
+e#0 Low !.fia��
a � % •
CT = M
IF
' Richard Spec e - irector. John Hardman, P.E.
Vice President Vi,.;e President
I'Uh R MUL'1'9 SHOWN ON TWIS M,3-OR'T RELATE ONLV'I'U ThE'-sniti PUS N't'al'Eu.
T9)S R IR)RT SMALL NUT BE IJSEDTO CLADA.PRODUCT WDORSEgLNT BY NVLAIs OR ANY OTUL.R GOV ERN MENI'Ac,,r
'1'I+1F FORECOINO I FORMATICIN ISTHF MOPERTY Or CLXMgTS, REIFODUGTION OR 1'1 ULWA'fION ONLY Wn-N OUR EXiYRCSS F •RAWSION.
sP>=c:tA1.TF_%"r NQ LABORATORIE,S,INC,EXOL1JDEf ALL LIAJ3=JY r'UA WORK rhRFOl men 13Y 6THexs,
SIR AREA OFFICES IN DA?`BURY-RAkrF0XD-T•hW RAVEN-NM i.G;NDO
06/25/2002 12:58 2037485110 SPECIAL TESTING LABS PAGE 01/02
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06/25/2002 12:58 2037485110 SPECIAL TESTING LABS PAGE 02/02
Client: &-ullett Brainard Eacott Inc., Bloomfield; CT
S T L Project: irStop & Shop, Store 699, South Winds.ir, CT
SPECIAL TESTING LABORATORIES.RIES.INC. Contractor: Bartlett Brainard Eacott Inc.
Po Brix 200 Bethel,Connecticut 06301 Inspector: John Rudman PE
Phone(205)743 7291 Fix(203)7912451 Date: June 1.9, 2002 File Reviel;' of Specig Inspecti
Special inspector: Special Testing .Laboratories
Schedule of Special Inspections: Prepared by: Kenneth Alley PE
Dated: 6/7f02
This review covers the period from May 22 to June 14, 2002.
The first inspection of the soils exposed .for .foundation bearing was conducted on May 23. Tile soils were
found to be as anticipated by Dr Welti's report and the contractor was placing the gravel or the exposed
soil surface as required.
During the period covered by this rerAew we have conducted inspections of reinforcing ant: concrete on
May 28, 29, 30, June 3, 4, 6, 1.0, 1.)., 1.2, 13 and 14. Reinforcing alone was inspected on June .
Air contents of 5% and higher have been found on several occasions. However, providins, the ultimate
compressive strength of the samples reaches the required level, Z do not propose to treat tl'i�rse values as
"discrepancies." If the Architect or Structural Engineer wish me to adopt a different approal.Oh, please let
me know.
Cylinder samples of the concrete have been prepared transported stored and tested as re,:,uired by the
project documentation. During the period covered by this review compression tests have be,.-n performed
on six such samples, all of which were seven days old at the time of test. Each sample! :achieved an
ultimate compressive stress capacity greater than that recommended (65% of the req-ured 28-day
strength).
All of the reinforcing arrangements observed during these inspections was in accordaa,Ge with the
documentation referenced on the reports.
Soil placement in have been performed on June 12, 13 and 14. All soil densities recorded on
those reports met or exceeded the minimum specified in the construction documentation.
Outstanding Information Required to Complete the S-;=ial Inspection Reviews
The concrete mix design.
The masonry material certification and mix design will be needed in the near future
The mill certificates for the structural steel will be needed in the near future.
Discrepancies Requiring Re-inspection
None at this time
REPORTED TO: Client.(Sue Conier)FAX NO (460)243-8929,Building Ullicital (8 0)644-;-i 81
Owner ke-presenttlt'ive(Paul Zorn&Marla Pereira},FAX NO: (203)234-8023,
Landry Architects WC NO: (603)894-4358,Erdivtul Anthou),(9.Assooiates FAX N0: 17)742-7508,
Appledore Enginec i ing Inc.FAX NO: (603)433-8988
SIGNATURE
ACTION: DATE.
TITLE
ATTACHMENT'S: Daily Report � Test Repor: Other None X
11•IL RESULTS SHOWN ON T.K.S RFI)ORT RFr.ft1'F:ONLY'l'C?'I'lll:SrINIIyLLS'CESTGD.
MS REPORT SHALL NOT RF,.I ISM)TO CLAM PRODUCT ENDORSEMENT BY NVT..,,\P OR ANY(Y HEA WVERN&IENT THE FORLGOIN
INi�URtMATION 1S TIiF PR.OPERr)'01 GLINTS. REPRODt;CT10'1 OR I'I IRI.[CXnON ON'L4'W:'i']1 OLIIL EXPRESS PERAdlSSI(); S P E C I A I,
TESTING L.AAORA'1 ORLI1•S.INC,CXCL[A)ES ALI..LIAB1LUY For WORK'PERFORMED BY OTHM S.
]h AREA OFFICES IN DANBURY-HARTVORD-NI:W HAVEN-NEW Lf}1 DON
0711712002 15:62 204�1�� .— SPECIAL T l G 9 �I�N�G�ABS PAGE 01102 1
Special Tt-m),tns:Labor=rie:; Ini .c:
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I ii ;ther propertT arourc i entr and itis Mgni to reprodurt kwkbo rtheir-ge=j"siom
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07/17/2002 16:02 2037495110 SPECIAL TESTING LABS PAGE 02/02
Client: Bartlett Brainard Eacott line., Bloomfield, C'T
S T L PrnjPet: Stnp & Shop, Store 6", South Windsi:ir, CT
SPSCiAL TESTING LABORAT=rS.INC. Contmctor: Bartlett Brainard Eacott Inc.
PO Box 100 Boihel,Connecticut U58VI Insp ctor: John Hardman PE
Phone(203)743 7281 Fax(203)791 2451 Date: July 10, 2002
Concrete Ciroundsl,ab "pre-Pour" 1Vleetincy
Special Inspector: Special Testing Laboratories
Schedule of Special Inspections: Prepared by: Kenneth Alley PE
Noted• 6l7102
At the request of our client a visit was made to the, jobsite to attend the meeting describe: above. The
issues raised and agree that effect our services were a:y follows:
• The mix design for the 3Q00 psi concrete is to be submitted.
• Tilcon may supply the project from one or both of two plants, Don Penepent will 1;Iiow the day
before the pour and we will call him.
• Where vvill be an inspector in ithe hatrh plant and two in the field.
The slump of the concrete in every track will be measured, cylinder samples will b1, made every
54 cubic yards.
Water may be added by the concrete subcontractor but only up to the maximum water'cerneint ratio
allowed by the approved mix design.
The maximum concrete temperature permitted is 90°F and the maximum elapsed :i,me between
batchin;and complete discharge is 90 minutes.
The concretc is to be wat cured using lawn sprinklers for seven days.
• The Ff and Fl data. is to be gathered the day of the concrete pour and the moisture r6i ase tests will
be pertbrmed l8 days after the concrete has blsen placed.
REPORTED TO: Client(.sue Comer)FAX NO:(860)243-6929,Building Official (John CollinsTAX NO:(8-,O)644-
3781 Ovv7 er Kepresentadve(POL11%=&mariLL Pt>,cit a),FAX 1,I0:(203)2 144302 11(,ndr% A ahitect:1 FAX 1,10. '603)$9�-
4358,Erdman Anthony&Associares;F/VX, NO:(C 17)742-7508.A•ppledorc Eilgince"ing Inc:.FA IK NO: (603)433.4988
SIGNATURE
ACTION: DATE: �`
TITLE: .�
ATTACRMFENTS: Daily Report Test Report Other None X
Th!1l KIT,`e;+HCJWS UN 1.11RI ItLPMO 1LCLATG 0�71,V TO T141.LA�,)')Lrti TreT-n
'P N REPORT M4AI.I.NUT BEUSELM CI AM M PRODUCT 4Nix)RSE NIL'NT DY NVI,;%P Ok ANY OT ER cic)b'F:RNAICP�'1'AC•6;?1c;�'.
714E FOREMK'Wi INFORWATION ifiTN&PROPLR':Y OV CLIENTS.RIiP�OCI X'�1{�yk OR Pl1f3l,{�A i.1t';t~ClNLt'WT"H(.'[.;It i:�Plti 4S PL•Rvl!atil(:
v111:, Ar T-RITNO 1.AWMATORIER.iNC.E\t:9,l; MV ALL LIAUILri'y Pop.wcjak i%,Rf'cJxAcrj Ln r•'rn Rw,
JhARF.A 0FnCE5 N i�,�NPd'R1'•NA:t'IF:)Ki�•NFYJ 1 IAYE�-tii.;1V l.17yD�\'
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0,�7/23/2002 12:05 2037485110 SPECIAL TESTING LABS PAGE 01/02
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el7/23/2002 12:05 2037495110 SPECIJAL TESTING LABS PAGE 02/02
Client: Ba:rtlect Brainard Eacott Inc., Bloomfield, 'T
S T L Frojetty SlLOp & Shop, Store 699, South Wi.ndsc!1-, CT
Contractor: Barlett Brainard Eacott lric.
SPliCIAL TESTING LABORATORIES,INC.
PO bu.%200 Iscultd,cUJJ1W@ t14W 06801 Inspector! John I� r�lm2n L
Phone(203)743 M31 Fex(203)791 2451 Date: Rily 17, 2002 Field Review of Spey,ial Inspections
Special Inspector: Special Testing Laboratories
Schedule of Special Inspections; Prepared by: Kenneth Alley PE
Dated: 6/7/02
A visit was mane to the jobsite to investigate the extent of the inspectior program relative to the construction
achieved.
The I`vundatiulis and fiusL walls fbi L11e budding dic iiuw 4uIfOp1C1,C;, as is the bitukCIliz1g plu(css 'rllt; suuuwial
steel game is substanti0y underway, the roof joists have been installed and approximately 2 11/o of the roof
decking has been positioned. The preparations for tl!e slab on grade are well underway and tl,:;first slab-On-
grade pour is scheduled for Friday.
The inspection reports for the project have been reviewed and the inspectors inter-iew'ed.
In conclusion 1 can confirm that all of the inspecdcri services that are required by the sche:;ule of Special
Inspections are being provided,
REPORTED TO: Cient(Suu Ccimcr)1AX NO- (860)2,43.8929,Building Officia!(rofin Colli(is)FAX NQ: ,1,60)(44-'781
Owner Reprcwontativo(PAL11 ZOen& Maria Pereira),.FAX Ntl: 1;2f.1 i)234_SC123.,
Landry Architect,FAX ND:(603)894-43�8,Lrdman Ands n1y&Associates FAX NO: (617)742-7508,
Appledore Engineering Inc.T--AX NO:(603)433-$sM
SJONATURE
ACTION: _ DATE:
ATTACTEMEN7S: Daily Repurt Tust KcpuIL od]v None X
THE lust1[.TS SHOWN ON THIS��rt�xr E�1�LA rIs(yNl..ti''TcJ'1'1[l �Ah11'►,.3�•�'�s'r1,r�.
TIM KliFC44T SfIALL,NOT ICE I.TSM TO C; rum T'I�onvci' ANY Cy't'I•IER remit.)% AN.N1.EN1',,%0ENCY.
J hl)•,kt,1l(F.IiUINIi ilw i V1<1vl!17'1Vix'IS n�z I°I���rL•RTl ter-tr.rr,?a-,s. ftl°FRCyuvc-rroi%t LM I'U13LIC:1' iON t}:�I:"i' .Alk 7-NMUSS PERMISSION.
SPE•�C1AL TESTINO I„al�c�RATc�ltIM INC.EXCLt Dii ALL LIABILITY FOR WORK I�I;RY"(I�p,�Ik D IK (rr'HFIZS.
11, AREA O FNES IN DANI?I.TY-HARTFORD-V1;tiN'HAVEN-NEW LO NWN
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07/22/2002 16.06 2037485110 SPECIAL TESTING LABS PAGE 01/02
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07/22/2002 15.aG 2037495110 SPECIAL TESTING LABS PAGE 02/02
Client: Bartlett Brainard Eacott Inc., Bloomfield, C"T
S T L Project: Stop & Shop, Stor.e b99, South Winds r, CT
SPECIAL TF�'T1NG LASORATORIF,S.INC. Contractor; Bartlett Brainard Eacott Inc.
PO Box 200 E:=h4I.Connocticul t06801 Inspector: John Hardman ICE
Phone(203)743 72,8I Fax(103)79J 24.51 Date: July 18, 2002 Concrete Mix Desigr, Review
Special Inspector: Special Testing Laboratories
Schedule of Special Inspections: Prepared by; Kenneth Alley PE,
Dated: 6/7/02
As required by the Schedule of Special Inspections%ve have reviewed copies of the concrete rit.ix designs for
the 3000-psi concrete. One of the designs was for concrete with fibermesh but without an air ent a.ini.ng additive
and the other was for concrete with an air-entraininn, additive.
The concrete supplier also provided us with sieve analysis data that confirms the aggregate's c!::rnpliance with
ASTM C 33 as required by the project construction documentation.
The mix design for concrete with an air-entraining.additive complies;with the project document tt;on in almost
all significant respects and has been accepted by the project architect. 'The deviations fro!n the project
documentation can be considered trivial and will no he considered as"relectable discrepancies' unles,,we are
notified to the contrarv.
The copy of the lnix design that we have for concrete without an air-entraining additive core plies with the
project documentation in almost all significant respects but hm not been through the approva process. The
deviations from the project documentation can reasonably be considered to be trivial and will wl therefore be
considered as "rejectable discrepancies" unless we arP notified to the contrary,
RETORTED TO: Client(wr:c:Comer)FAX NO: (960)24.1-:029,13uildtlig(.)17 icial (John C:ullins)F AX NO: 644-3781
Owner Representative(1'11111 Zorn&W6o Ferrira),}.AX.NO: (203.)234-80231
,
I.,a,i�ity AiSc:hituct FAX N( ; (6031,)894-435$,J::nbuan All t1 ono&A socsateN FAX ti(.): (617)74t2-750,N.
Appiedor►.Enginecxing Inc.FAX NO: (60))43;-!988
SIGNATURE �
ACTION: DATE: Mal,
TITLE:
ATTACB ENTS- Daily Report Test Report Other None_ X
THE R1 5UL-Ts SHOWN ON• I-11S RUORT
THIS IZE-PO KI"SI-Ar.i,NOT B3 L ISED•TO Cf.;Mf VIRODue r CNT)ORSI~X:tEN T UY:N1"LAP O :,hN'I't)'r•HRR GOVE!•I�NJCNT AG'ZNCY.
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07/30/2002 16:10 2037485110 SPECIAL TESTING LABS PAGE 02103
Client: B,Lrtlett Brainard Eacott Inc., Bloomfield, ,rT
S T L -oject: Stop & Shop, Store 699, South Wincls ii r, CT
SPECIAL TESTING.LABORATORIES,INC. Contractor: Bartlett Brainard Eacott. Inc.
Po DvA goo Dv 1L4r.CWuuMui�ul 00801 Inspector:; John IIardman PE
Phont.(203)743 7281 Fax(2103)7912431 Date. July 19, 2002 File Review of Special 1nspections
Special Inspector: Special Testing Laboratories
Schedule of Special Inspections- Prepared by: Kenneth Alley BE
Dated: 6I7JO2
This review covers the period from June 17 to July 19, 2002.
ALn inspection ofthe soils exposed for foundation bearing was conducted on June 18. The soik; were found
to be as anticipated by Dr Welti's report and the contractor was placing the gravel on the exposed soil
sui face as r equh ed.
During the period covered by this review we have csonducted inspections of reinfomiing an('; concrete on
June 17, 181 191 20, 21, 247 July IS, and 19. Concrete alone was inspected on July 19
Air contents of 5% and higher have been found can only one occasion during this pericii:i. However,
providing the ultimate compressive strength of the Nemples reaches the required level, I do n:--t propose to
treat this value as a "discrepancies,'' 1f the A..rchitect or Structural Engineer wish me to ado':',t a different
approach, please let me know.
Cylinder samples of the concrete have been prepared transported stored and tested as rec,aired by the
project documentation. During the period covered by this review compression tests have be,,n performed
on 66 such samples. Each samples except for two made on .Tune 1.1 achieved an ultimate compressive
stress capacity Greater than that required by the construction documentation. The last san-ple available
from that group is being held for testing at 56 days. Samples made on June 21 and 24 failed i--I achieve the
rernmircenned compressive gtrecc capacity when tested at %even days old. .I do not propose' to treat this
issue as a "discrepancies." If the Architect or Structural Engineer wish me to adopt a differ+!131 approach,
please let me know.
All of the reinforcing arrangements observed r ur:ng thiase. inspenrinns war, in ancorda.r :e with the
documentation referenced on the reports.
Soil placement inspections have been performed on June 17, 18, 19, 20, 24, 24, =6, 27, July- , 15, 17 and
18. All soil densities recorded on those reports met or exceeded the minimum sper.;ified in the .7orstruc;tion
documentation.
Inspection of the material and workmanship being provided to the erection of the structunii. steel frame
urere performed on June 20", July 10 and 18. Some minor and easily nnrrpntnblt,. nnhimin vprketAlity i.volec
were detected on July 10 and reinspected and accepted on July 18. At the end of the peri.o,l, covered by
this review there were only surrie issues (;uui.;zc nitj;; undui bizcd wcldb i:: iniecAli'lg the roo.: trusses that
were noted on July IS.
Outstanding Information Required to Complete the Special Inspection Reviews
The masonry material certification and mix design will be needed in Lhe rleai future.
The Drill certificates for the stnlctural steel will be needed in the near future.
Discrepancies Requiring Re-inspection
Two concrete cylinder samples made on June 11 faih.d to auhaevQ can ultimata I+VIf1P1CNbiV1z S1, ray c;apaulLy
greater than that required by the construction docurmiwntation. The last sample available frorn -hat group is
being held for testing at 56 days.
Undersized welds connecti np the roof tn1.rsar,that were noted on Juiy 18.
07/30/2002 16:10 2037485110 SPECIAL TESTING LABS PAGE 03103
Client: Bartlett Brainard Eacott Inc., Bloomfield, ';'7
S T L Project: Stop & Shop, Store 699, South Winds)x, CT
SPECIAL TESTING LABORATORIES.INC. Contractor: Bartlett Brainard Eacott. Inc.
PO 3m 200 Bethol.Cann"dwl 06801 Inspector:: John Hardman PE
Phont C203)743 7231 Fax(203)791 2451 Date: July 19, 2002 File Review of Special inspections
REPORTED TO: C enL(Sue C;tmner)FAX NO;(860)243-8929,Buildtig 01fic:ial(,T6ht MQ:(860)644- 7181
OwnerReprosentative(Paul Zorn R Maria Pereira),FAX NO:(203)234 8023,
Landry Architcots F AX NO, (603)894-4358,Erdman Anthony S.Associsics FAX NO: (617)742-7508,
Appledore Rngincrn ing 1ne.1VAX NO:(603)433-8989
SIGNATURE V
ACTION: DATE:
a1.T'T ACHMBNTS: Daily Repc>irt Test Report_ Other� None X
T LL r..k,'UL 9 9140WN ON 71-tip;R131'NX-1,r ULA L•:ONLY'70 TJ49,-:ti).lE+LrA T.N'1SA.
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08/15/2002 14:34 2037485110 SPECIAL TESTING LABS PAGE 02102
Client: Bartlett Brainard Eacott Inc., Bloomfiield, CT
S T L Project: Stop & Shop, Store 6". South Winds iri CT
sPEcrat,TESTING 1..AsoRATo>t .,INC.
Contractor: Bartlett Brainard Eacott Inc.
PO Box 200 Hothel,Connasticvt 06801 lwpeetor;� John Hardman PE
Phone(203)743 7281 Fax(203)791 2451 Date; August 6, 2002 k leld Review of Spc 1.-ia] Ynspftlions
Special Inspector: Special Testing Laboratories
Schedule of Special Inspections: Prepared by: Kenneth Alley PE
Dated: 6l7J02
A visit was made to the jobsite to investigate the extent of the inspection program relative to 1,-'►e construction
achieved.
The foundations, frost walls and grotntdslab for the building are now complete, as is the bacl:;falling process.
The structural steel frame is substantially complete there remain a few details in the bracin,, system to be
resolved. The roof joists and decking are similarly complete except for a few details. 10
The inspection reports for the project have been reviewed and the inspectors inter%iewed.
In conclusion I can confirm that all of the inspection services that are .required by the schej°ule of. Special
Inspections are being provided,
REPORTED TO: Client(Sup:Cc►mer)FAX NO, (860)243.8929,Building Official(John Collins)FAX NO: :.)00)644-3781
Owner Representative(Paul Zom&Maria Pereira),FAX NO: 1'203)234-8023,
Landry Architects FAX NO:(603)894-4358,Erdman Anthony&Associates FAX NO;(617)742-7508,
Appledore c nginecring Tnc.FAX NO:(603)433-8988
SIGNATURE
ACTION: DATE:
TITLE.
0 -7. 0
ATTACHMENTS: Daily Report Test Report Other None X
THE RUULTS SIIUWN ON TKIS REPORT RELATE ONLY TO THE SAMPLES TF,STED,
THJS REPORT SIIALL No'r BF,.USED TO CLAIM PROD17.T ENDORSEMENT BY NVLAP OR ANY OTHER GOVV,.,NZ%1'KNT AGENCY.
THE FORECIPOING INFORM.A71ON IS THE Pitt P8RTY OF Cra BY17S, REPRODUCTION OR PUBLICATION ONLY WITH i;;JR EX'RESS PERMISSION.
SPFCTAL TESTING LABORATORIES.MC.E :CLUDES ALL LIABILITY FOR WORK PER ORIM2D BY )TIIERs.
Jh AREA OMCES IN DANKIT f-HARTFORD•NEW HASTN-NEW LONDON
68f'�1!2002 �3;27 �037 85110 SPECIAL TESTINq LASE PAGE 01 tf 03
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08/21/2002 13:27 2037485110 SPECIAL TESTING LABS PAGE 02/03
!CIient: Bartlett Brainard Eacott Inc., Bloomfield', CT
S T L Project: Stop & Shop, Store 699, South Win,l.ISOr, CT
SPECIAL TESTING LABORATORIES.INC. Contractor: Bartlett Brainard Eacot4. Inc.
PO Box 200 Bethel,Connacticuz 06801 Inspector: John Hardman PE
Phnh,g(203)743 7281 I±ax(303)79i 245 i Date: August 16, 2002 File Review of Speci 1.1 Inspections
Special Inspector; Special Testing Laboratories
Schedule of Special Inspections: Prepared by: Kenneth Alley PE
Dated: 6/7/01
This review covers the period from July 22 to AuSUSt I6, 20021
The inspection program for the soils exposed for foundation bearing was is complete. The :oils have been
found to be as anticipated by Dr Welti's report and the contractor was placing the gravel i-n the exposed
soil surface as required,
During the period covered by this review we have conducted inspections of reinforcing i:,n.July 30 and
concrete on July 24, 30 and August 6, 2002
Air contents of 1-2% have been found, consistent with the requitement that concrete without an air
entraining anent be used for the slab on grade.
Cylinder samples of the concrete have been prepared transported stored and tested as r,quired by the
project documentation, During the period covered by this review compression tests have b:,en performed
on 46 such samples. Each sample achieved an ultimate compressive stress capacity grey:liter than that
required by the construction documentation at. 28 days or the recommended ultimate compr,.,ssiVe strength
capacity for those samples tested at 7 days, The last sample available fro.tal the group rnad,;: on June 11,
2002 was tested at 56 days and achieved an ultimate compressive stress capacity of 2300 psi
All of the reinforcing arrangements observed during these inspections was in accoi-&-.1ce with the
documentation referenced on the reports.
The soil placement inspection portion of the Special Inspection proLrarn was completed on ,Xugust 1, All
soil densities recorded have met or exceeded the min;rnum specified in the construction docun-:entation.
Inspection of the material and workmanship being provided to the erection of the structun; I steel frame
were performed on July 23, 26 30, August 5, 8 and 15. The undersized welds connecting th roof trusses
that were noted on July 18 were corrected, re-inspe,2,ted and accepted on July 23. On Augur,: S the report
notes that:
1) Kicker angles at line 6 have been installed 1 ba.y south of specified location at every ;.ondition (14
locations) due to fabrication error.
2) Panel paint reinforcing, not installed as per drawing JE-1 of 3.
3) Bridging not connected to beam as per sec. 6 J:E 3 at 11ne 13-1 to 1.6. Job superintem a4it notified,
rei n specti on is requi red.
Outstanding Information Required to Complete the Special Inspection Reviews
The masonry material certification and mix design will be needed in the near future.
The mill certificates for the structural steel will be needed in the near future,
Discrepancies,Requiring Re-inspection
The concrete cylinder samples made Can June 1 I failed to achieve an ultimate compressive st-ess capacity
greater than that required by the construction documentation at 28 or 56 days.
Concerning the structural steel
1) Kicker angles at line. 6 have been installed I bay south of specified location at every condition (14
locations).
2) Panel point reinforcing not installed as per drawing JE-1 of 3.
3) Bridging not connected to beam as per sec. 6 JE 3 at line B-1 to 1.6_
08/21/2002 13:27 2037465110 SPECIAL TESTING LABS PAGE 03103
S T L Client; Bartlett Brainard Eacor<t Inc., B.loomfielo, CT
Project: Stop & Shop, More 699, South Win,-.lsor, CT
SPECIALITFSTING LABORATORIES. INC, Contractor: Sart.ett Brainard Eacott, Inc.
W)Box 200 B-:Ihel, Conncativut r 68m Inspector: John Hardman PE
Fbonv(203)743 7281 Fox(203)70 1 24S I Date; August 16, 2002 File Review of Special
Inspections
REPORTED TO: Client(Sue Corn a)FAX N(:): (800)243-$929,Building Official (.Tc)hnT Mi (860)64, t-3781
C)ANMC1•ReP-'-eSU1141tiVe(POU1 ZOO-k,M21 ia Pereira),FAX NO:(203)234-8023,
Landiy Architects FAX NO: (603)R94-¢358,Lrdmw Anthony r&A`s--Miatew 1-AX NO:(617)742-7508,
Applcdore EnginecTing Tim FAX NO: (603)433-8988
SIGNATI,r•RE
ACTION: %iss DATE.
TITLE: 1� • .
ATTACBMEVTS, Daily Report Test Report Othel- :None X
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08/27/2002 09:42 2037485110. _ t 1-\ SPECIAL TESTIS CBS PAGE 01/02
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08/27/2002 09:42 2037485110 SPECIAL TESTING LABS PAGE 02/02
Client: Bartlett BnAinard Eacott Inc., Bloomfield, CT
S T L Project: Litop & Shop, Store 699, South Windi;i.rr, CT
SPECIAL TIE$TTNG LABORATARII±S. INC. Contractor: Bartlett Brainard Eacott Inc.
PO Box 200&nhel,Cnon wiicto GdRoi Inspector: John Hardman PE
Phone('2()3)743 728I Fax(203)791 2451 Date: August 22, 2002
Structural Steel Mill Certificate Review
Special Inspector: Special Testing Laboratories
Schedule of Special Inspection;,: Prepared by. 'Kenneth Alley PE
Dated: 6/7/02
As required by the ScliedUle of Special Inspections prepared we have checked the mill, ce,i:ificates, for
the structural steel sections, provided in response to our request, by the contractor with contents of
the approved shop drawings available for.review in the contractor's trailer at the jobsite.
Even though material certificates for a few of the sections used, on the project were not provii.ed to us, there
is sufficient evidence in the material that we havt; reviewed, as noted above, to enable 1 is to draw the
conclusion that the quality of the material provided to the project is as )required by the Strut,turai Engineer
as defined on drawing S5.
Conclusion; Based on this review I can confirm that the materials offered and accepted by i,he review
process comply with the project documentation and the Engineer's requirements.
REPORTED TO; Client(suc coniar)FAX NO: (860)24.+-8921),Building.C')k7icial (.Tulin Collinx)FAX NO: ( ;►630)644-3781
Own4T Repres-entfitive(Paul Ton)& Muria Pereira),I,WX NO: (203)J2.34.8023,
Landry Architects FALX NO: (60")),x9.4-4358.lrrdi»:u•i Anthony& 114wt?(:i:itw':FAX NT(); (617)742-75()X.
Appledore Ln&rinccring Inc..FAX NO:(603)43=3-8989
SIGNATIURE
ACTION- 4UPL LATE; � 4tea.,
TITLE: .
ATTACHMENTS: Daily Report Test .Report Other .None X
"I'HE R S1TLTS SI•IOWN ON T HIS P.rPORT Rr1.,'%T),;()NI.,Y 1'()THE
Tr••[15 I;UIORT SI[AU.`(•)7'nE'.t+Sr:I)'I'(')C)..\I11 i,R(.)1)66'1" Ii)"NVI,;U'OR,,XN)- ()"I'[4r.R C'r(V!,' 'ids. RNT,14;ENC•1'.
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08/22l2002 17:03 2037485110 SPECIAL TESTING LABS PAGE 01/02
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08/22/2002 17:03 20374$5110 SPECIAL TESTING LABS PAGE 02/02
Client: Bartlett.Brainard Eatcott Inc., 13loornti.el.d, 1�-IT
S T L Project; Stop & Shop, Store 699, South 'Windso-,:r, CT
SPECIAL TESTING LABORATORIES, INC Contractor: Bartlett Brainard Eacott Inc.
PO$cox 200&thd.Canrwetion(Mmi Inspeictor.- John Hardman FEE
Phone(203)743 7291 Fax(203)791 2451 Date: AUg L[st 22, 2002
Structut al Steel Mill Certificate Review
Special '.Inspector: SI-muial Testing Laboratories
.Schedule.of.Special Inspections: PTeparcd by; Kenneth Mey PE
Dated: 6/7/02
As required by the Schedule of Special Inspections prepared we have checked the mill cerl ificates, for
the structural steel re dons, provided in response b) uur request, by the contractor with thi; contents of
the approved shop drawings available for review in the Contractor's trailer at the jobsite.
Even though material certificates rn.r a few of the sections used on the project were not provic !:d to us, tlxGrc
is sufficient evidence in the material that we have reviewed, as noted above, to enable u!-' to draw the
conclusion that the yual i ty of Llic material provided to the project is as required by the Struc-viral Engineer
as defined on drawing S5.
ConCJUSion: Based nn thle,review 1 can confirm that the materials offered and ocetptcd by C-ke. review
process comply with the project docuMenta.tion and the Engineer's requirements.
REPORTED TO: Clic:tt(Sue C0111erj Fr1X NO:('860)243-10 2a.Ruildin�(')�itVi,il(:�ohn Collin')!"/'LX NO: fi 'S;?)644-3781
Ovnier Reprcsr ntative(Paul/.►ni&,Maria Fcreir;�),T"AX NO: (2.03) 2 34-8023.
Lcmdrw-Archi[ects FAX NO,(601)894-4.338.i'rdinan Andintty&Associates 1;1-1X NO:(C I i)742-7)5(+
Appledore Engineering 111CL FAX NO:(60'))4 i 5-18988
SIGNATURE 74b&%-
ACTION: DATL:
TITLE;
ATTACHMENTS: Daily Report Test Report ._ Other Nome X,
THE RESULTS NPi4)NVN ON l HIS R POR"f rtl'OATr:ryNt v-rc;•rErx
THIS 1:t:1'()RT SHAL1.N0I1"rr 1:80 TO C'LAINNI PRODt.rcr r:�rrx>,�s�n11:�r�1'�\f.,\I'oii ,vsn,()'rl-ER 00VT."T'rlMENT AGENCY.
THE f 0kF:('i[)(N0 INFORNMATION IR T1 IF PROP'LIt I1'OFC'TJCVTS, 1W)R(UDUC-1 ON OR 1`1rl.11 C.-k-l"ON wrril(')I >,:1--,[intzsS PI;RIUI[SSI�)I�.
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09/18/2002 15:36 2037485110 SPECIAL TESTING LABS PAGE 02/02
Client: Bartilett Rrahiard Eacuu,III(:., Bloomfield,S T L
Project: Stop & Shop, Store 699, South Windsor CT
SPECIAL TWMG LABORATORIES,INC, Contractor: Barnett Brairwd Eacott Inc.
PO 26X 204 RM1461,C49'n0&9ti0Ut 06801 Inspect r: John Rardman PE
Phow(203)743 7291 Fax(203)7912451 Date: September 12, 2002
Field Revleiv of Spedal Inspections
Special inspector: Special Testing Laboratories
Schedule of Special Lispections: Piepuiod by:Konneth Alley PE
Dated; 6/7/02
A visit was made to the jobsite to investigate the extent of the inspection program relative to th! construction
achieved.
Since the list of these field reviews a lot ofpirogress has been=do with the wnstrurtion ptuk� but there
remain a few details in the bracing system to be resolved as well as some corrections to the r,wf joists and
decking.
The inspoctidn reports for the project have been reviewed and the hispectoc s iva ci viewod.
Tn conelu.qion T can confrrrl that all of the inspection services that are required by the sched!Je of Special
Inspections are being,provided.
REPORTED TO: Client(Sit Comer)FAXNO:(860)243-8929,Building OEcial(John Collins)FAX NO:(E':O)644.3781
Owner Represcntativc(Paid Zorn&Mania Pereira),FAX NO:(203)234-8023,
Landry Architects FAX NO: (603)894-4358,Erdman Anthony&Associates FAX NO:(617)742-7508,
Appledore Engineering Inc.FAX Ng,:(603)433-8988
SIGNATURE
ACTION: DAI'E: ►��r• ,�
TITLE; R,
ATTACHMENTS: Daily Report i Test Repor: Other None�X
THE RESULTS SHOWN ON TXJS RFwPQRT RELATE ONLY TO THE SAMPLES TE6'XZJJ.
THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY. %rL P OR ANY OTHER 0OVR!' NT ACINCY.
TFM FORECOINO xNFORMATION IS THE FROFERTY OF CLIENTS. REPRODUCTION OR MaLICATION oNLY WITH C'.at EXPRESS FERMISSIOV.
SPECIAL TESTING LABORATORIES,INC.EXCLUDES ALL L,IA351UTY FOR WORK PERFORM BY
Jh AREA OM Ca IN DAA'BUILY-HARTFOR-NEW HAVEN-NEW LONDON
09r'25l2002 15.41 2037485110 SPECIAL TESTING LABS _ PAGE 01103
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09125l2002 15:41 2037485110 SPECIAL TESTING LABS PAGE 02/03
S T L Client: Bartlett Brainard Eacott Inc., Bloomfiel;i,, CT
Prof ect c Stop & Shop, Storp 699, S euth Wing isor, CT
SPECLAL MTWO t asoRATORMs,INC. Contractor: Bartlett Brainard Encott. Inc.
po sox 200 Bethel.cnenaramst%eni Inspector: John Hardman PE
Phone(203)743 MI Fax(M)7912451 bate: Severnber 20, 2002
File Review of Special Inspections
Special Inspector: Special Testing Laboratories
Schedule of Special Inspections: Prepared by: 'Kenneth Alley PE
Dated: 617/02
This review covers the period&orn August 19 t.n .September 20, 2002.
The inspection program for the soils-exposed for foundation bearing was is complete. The ivi1s have been
found to be as anticipated by Dr Welti's report and the contractor was placing the gravel m the exposed
soil surface as required,
During the period covered by this review we have conducted no inspections of reinforcing b:i r layouts
Concrete inspections were perfomied on September 6, 11 and 16, Slumps and air contents :onsistent with
previous results were observed on lhuse occassions
Cylinder samples of the concrete have been prep aLred transported stored and tutted as r,;!quired by the
project documentation. During the period covered by this review compression tests have tl; en performed
on 43 such samples. Each sample achieved an ultimate compressive stress capacity grc.;tter than that
required by the construction documentation at 28 days or the recommended ultimate nornpr,-!'ssive strength
capacity for those samples tested at 7 days.
The soil placenitnt iuspouLion portion of the Special Inspection program was completed on. August 1. All
soil densities recorded have met or exceeded the mirimurn specified in the construction docu:-;-lentntion.
Inspection of the material and workmanship being provided to the erection of the structui.19 steel frame
were performed on Scptenibel 9, 11 & 187 2002. No new discrepancies have been obs,:;rued and the
following issues have been cleared:
1) Panel point reinforcing not installed as per drawing JE-1 of 3. Accepted by clarification memo.
2) Bridging st 1ine.B-1 to 1.6 has been accepted by engincer.
The mill certificates for the structural steel were reviewed and reported upon on August ,22, 2002.Thc
material certificates for the masonry materials were review and reported upon on August 15, .;'002
OucsLanding Information Required to Complete the b;pecial Inspection Reviews: None
Discrepancies Requiring Re-inspection
The concrete r.�ylindor samples made on xune X 1 failed to achievo an ultLzuate wmpressive ;;I:ress capacity
greater than that required by the constriction documentation at 28 or 56 days.
Concei Iung the structural steel
1) Kicker angles at line 6 have been installed 1 NLY sniA of specified location at every ,:!ondition (14
locations).
09/25/2002 15:41 2037485110 SPECIAL TESTING LABS PAGE 03103
Client: Bartlett Brainard EacoLt Inc., BlooMfjejl.J., Cr
S T L Pr0j ed: Stop & Shop, Store 699, South'VVk Asor, CT
SPEC AL.nSMG I.ABOPU ORM,INC. Contractor: Bartlett Brainard Eacott. Inc.
Po Box 200 Bethel,Ccanecc;ot,e M801 LlTeetDr: John IzardmalI pE
PhOw(203)743 7291 Fax(203)79) 2451 Date: September 20, 2002
File Remiew of Special Inspections
REPORTED TO. Cfimt(Sue Comer)FAX NO-(860)243.8929,Building Official(Jo :(860)6.4-3781
Owner Representative(Paul Zara&Maria Pereira).FAX No, (703)234-9023,
Landry Architects FAX NO:(603)894-4358,Erdman Antxlony do Associates FAX NO:(617)742-7508,
Appledore Engin c.FAX NO: (603)433-8988
SIGNATURE
ACTION: 4 DATE.
TITLE: D
ATTAUHM ENTS: Daily Report Test Report� Other None X
13IE MULT6 Mloww ON Tw3 RF.lcaLT RELfti&Lum Y'IV 7HE SAWI.ES TE5010ED.
THIS RMIORT SHALL NOT ft USED TO CLAIM PRODU'=Et=RSM&Nr BY NVLAF OR ANY OTIMR GOVERMENT AGEN Y. TM 1'0z3GOIIdG
WORMATIONISTIMMCPERTYCPCLIENTS.P27RODUCTI']NGRPLTELICAnQNONLYWr[HQUREXPRESSPERb&MIC I.
MCLAL TIMING LABO"TOUE.a.INC.:E=UDP.3&"Lt.*Z=Y kV.K W c.)RK pER'ORLM SY QTHERS.
311 AREA MECES M DAMMY.HARTFORD-NEw HAVEN.VEW LOhMON
10/03/2002 11:58 2037485110 SPECIAL TESTING LABS PAGE 01/02
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10/03/2002 11:58 2037485110 SPECIAL TESTING LABS PAGE 02/02
Client: Bwflett Brainard Eacott Inc., Blooml3eld, 1'.40T
S T L Project: Stop & Shop, Store 699, South,Windsc i;-, CT
Covtractol.-: Bartlett Brainard Eacott Inc.
SPECIAL T> rlNo LA30RATORMS,INC. Inspector: John Ha rdxna,n PR
PO Box 200 B*Ihd,Coanccucut 06801
Ph no(203)743 7281 Fax(203)741 201 Date: September 25, 2002
Structural S'teel Frame Review
Special Inspector: Special Testing;Laboratories
Schedule of Special Inspections: Prepared by: Kenneth,AUcy PE
Dated: 6/7/02
As required by the Schedule of Special Inspection. referenced above we have visited the j i.ibsite to
review the bracing, stiffening joint details and general fit up.
I reviewed the completed frame and(.discussed the inspection program with the field inspector in Charge.
Ha cu,*nied my observations that the geancral quality of the work was as required by the cc:-,tstruction
documentation. However he brought to my attentioa the fact that the bottom chord extonsioi:ia for the
open web joists at the west elevation are to be corrected and the joist reinforcing between Sr:ds 1 and to
and F and C is currently incomplete.
REPORTED TO: Client(Sur,Comar)FAX INTO; (860)243-8929,Building Official(J'oha Co irs)FAX NO.,i 1960)644-3791
owner Representative(Paul Za m&Maria PoTeira),FAX NO; (203)234-8023,
Landry rP►rd-ukcclz FAX NO.(603)894-4358,Brdman Anthony&Amaintm FAX NO; (617)74 2-7508,
Applc&re Engineering Inc.FAX N0:(603)433-8988
SIGNATURE
ACTION. DATE, .
TITLE:
ATTACHMENTS: Daily Report_ Test Report� Other. None X
THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT SMALL NOT BE Us)D TO CLAIM PROVUCx'FNDOPSEMENT BY NVLAP OP.ANY OTHER C,O','I:R XE NT AGENCY.
THE FOREGOING INFORMATION IS THE PROPERTY M CLALN'KS. REPRODUCTION OR rUeUCATION ONLY Wx"r�I'QUR CBS PERNBSOXX
SPECKAL'TESTING LABORATOMS,INC.IiXCLUDES ALL LIABILITY FOR WORK PERFORMED Y Y OnMRS.
,h ARFA nmcES IN DANBURY-HARTFORD-NEW HAVEN-STEW LONDON
10/09/2002 09:,48 2037485110, SPECIAL TESTING LABS PAGE 01/02
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10/09/2002 09:48 2037485110 SPECIAL TESTING LABS PAGE 02/12
Client: Bartlett Brainard Eacott Iric-, Bloomfield, C':''T L Project: Stott & Skim Store 699, South Windsor, CT
Contraetor: Bartlett Brainard Eacott Inc.
sp1cLAL TRsrnjo LABORATOWES.VC. Tnb tor: John Hardman PS
Po Box 200 Bethel,C ctiout 06901
Phone�)743 72 I pax(203)7912451 Date: OCtobix 4, 2002 Special InSpeC�.:�r Review
special Inspector: Special Testing Laboratories
Schedule of Special Inspe ons: Prepared by- Kenneth Alley PE
Dated: 6/7102
An authorized representative of this firth was dispatched to the above project site to observe tl'is assessment
of the strength of in-place concrete using a Windsor Probe System(manufactured by James'.I;ixsfisuments)t
with the following results. The system oo plies with ASTM C803, and the results were i-iLtexpreted in
accordance with ASTM C670.
This assessment was conducteA by Don Penepent of Tilcon, the concrete suppliers, in resj�ionse to low
concrete compression test results for the samples taken the day these components were pour,;,,:d.
The locations that were tested were those from which the concrete samples made on June 11 were taken.
Specifically they were the frost wall on GbA Line to Fb-5.6 and the footing from B-1 to B-3,
J.
The tests provided results of 4175 psi and 4075 psi respectively.
Based on our observations of the equipment and techniques used we suggest that these result.,be treated as
indicative of the in-situ strength of the material.
REPORTED TO: Ciacnt(Sue Comet)FAX NO:(860)243411929,Building Official(John C+oflins)FAX NO:(f!.io)644.3781
Owner Repramtadve kFaul Zorn&MaaidFcrcira),rAX NO:(,Q3)234 9023,
Landry Architects FAX NO:(603)894-4358,l;rdman Anthony&Associates FAX NO:(617)742-7508,
Applodore Engineering Inc;.FAX No:(03)4:33-088
s1GNA7U ` ,Qy
ACTION: _ DATE,
TITLE: 4.1�•
ATTACHMENTS: Daily Report 'Pest Feport� Other� None X
THR RESXJI.I S SHOWN ON TIM REpOR'T O.LATE ONLY TO THE sAMPLES TESTED.
THIS REPORT sHALL NOT BE USED TO CLAIM PRODTJCT ENDORsE?vfENT BY NVLAY vit aLN Y'OTk=X roe'!!: 1E1r'T Aa rNCy-
THE FpREC,QII+TG II+iFQRMATION IS THE PROPERTY OF CLIE ns. REPROIDUCTION OR PUBLICATION ONLY wrM ,>UILEXPRESS PERMISSION.
SrWAALT STING La Tl NLAT`SIN,5:r-ECC MRS AL
ORD,jAN2 W HEL N-NEW LOj+IDORI��D B l7rHFRS
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10/29/200 09:27 2037485110 SPECIAL TESTING LABS PAGE 01/02
SpecfaL Testing Lab0r=nes, lac-
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S-TL Phaw( t44-7l-rSTF= 30)791-7-451
COVER
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10/2912002 09:27 2037485110 SPECIAL TESTING LABS PAGE 02/02
Client: Bartlett Brainard Eacott Inc., Eluuuifield, C-
S T L
r(&ct: Stol) & Shop, Store 6999 South Windsor, CT
Contractor: Bartlett Brainard Eacott Inc.
sFsez&L TEMNA,LABOILATORIES, 1NC, Inspector; John Ilardman PE
Po Box 200 idol,Cotwotieul 06BUI . Ins peel„)ir Review
Phone a03)7�45 7291 Fsx(203)7912451
Date. OctobEfr 2�, 20�2 Special pe
Special Inspector: Special Testing Laboratories
Schedule of Special Inspections: Prepared by: Kenneth Alley PE
Dated: 6/7/02
Or mast reeent apart. of the Special Inspection program noted that;
The concrete cylinder samples made on June 11 faNd to achieve an ultimate compressive S1:-es capacity
greater than that rcquired by the construction documentation at 2R or Sfi days. However rec,,-nt "Windsor
Probe" testing on the components poured that day bas demonstrated that the strength of the mz. erial in place
exceeds the specified strength. In order to close out this issue we nuud the structural cnginee-� of record to
formally accept these results in writing.
]However in order to expedite the production of the Fugal Report of Special Inspections, Ken Al of Erdman
Anthony was cujjt4cted by phanc. HC confirmed big ac.•ceptance concrete"compression" test re!-Lilts obta
ined
with the Windsor Probe system. He also confirmed that the nulnerical values of the test results tc?hieve mean
that the concrete in place has achieved a strength acceptable to the struutural dcsijSn of the buil.dins.
REPORTED TO: Client(Sue Colncr)FAX NO: ($GO)2434929,Building official (3ohn CoiiiiLi)FAX NO- (S:Q 644-37H I
OWL=F�cprCMVntativo(Yawl 7.arn 8c Maria Pei'+ird3),nnho &AssocieLtes FAX NO:(617)742-7508,
Landry Architects FAX NO-(6U3)894.435$,1srdni, y
Appl, lolx Engioccring Inc.Frti��C 1A40:(603)411.9988
SIGNATURE �
DATE.
ACTION:
TITLE;
LE.
AT'TACHMT.NTS: Daily Repui t Test Rcpol-t Other None. X
THE RESULTS 514pWlV ON THI;REPORT R,I;LATE ONLY TO THE SAMPLES TESTLI).
THIS REPORT SHAI..1,NOT BE i)sED TO CLALM MuOJGT PrND0R5Ljv,1EN*f DY?gVLAP OR ANY OTHUl?00"1?I?r1UPUT AGENCY.
THE FORE-GOING INFORMATION IS THE PROPERTY OF CI,IE,,I'f$. gPpRODUC'CION 4R PliI3LICr�T)Q?�OI�L7'WIT}I CI(.rR>✓�xTRESS PERMISSION
5111ECIlu.'CCSTrNG LABOR A'I-ORTF.S,INC,EXCLUDES ALL
'rLIAF31LI'I'Y'FOR WORT:FERI`Q'RMF.I3 U.' D'l'FIFRS.
Al AREA OFFICES IN DAIw73URY-HARTFORD-NEW HAVEN-NLW 1,.VN1.O