HomeMy WebLinkAbout1739 Ellington Road (7) 06/21/2002 09:28 2037485110 SPECIAL TESTING LABS PAGE 01/04
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06/21/2002 09:28 2037485110 SPECIAL TESTING LABS PAGE 02/04
cH
elat: Bartlett BrainardF.ac ott Inc.. Bloomfi 1d, CT
ject: Stop& Shop,Store 699,South Windsor, CTntractor: Bknlctt Draauiard Eacva Inc.
SPECIAL TESTING LABORATORIES, �. Impactor: J. Csrrana &M. Shaw
PO Box 20015cchel,Connectica 06801
PhOnc(203)743'1181 liax(20)7912451 Date: rune 11, ?,002 1'1.eld Density Report
CERTMC'AT +' OF TEST
MATERML: 0-nS ite
LOCATIONS: All teats takcu uL columns B&O lines 1 to 3.
SPECIFIED COMPACTION REQUIREMENTS: 95 % - All tests were Accepted.
Impected the compaction of filI material- In place density tests taken,results noted below.
INSITU DENSITY'Y'EM AM[D-1556_, D-2167_ D-2922 X
TEST NO, INSITU DRY
APPROXIMATE COMPACTION o1qudu I nEMITY Il,'S=
ELEVATION LBSICUBIC FOOT MOISTURE LBSJCUBIC FOOT MOISTUIU!, COMPACTION'°/a
9S,3 133.9 8.0 132.0 4.9 99.3
2 94.3 112.3 11.9 109.0 11 07.1
3 95.3 133.9 8.0 133.4 3.4 99.6
4 M.3 1123 11.5 110.6 12.0 99.5
5 95.3 ,ii.y 8.0 132.2 5.3 93.7
6 `M.0 112.3 119 100.1 10.6 97.2
7 95.3 133.9 9.0 133.0 4.7 99.3
8 94.0 133.9 8.0 133.0 4,7 99.3
9 95.3 133.9 8.0 131.3 4. 98.1
1(1 94.0 112.3 1118 111.0 11.0 99.8
11 95.3 133.9 9.0 132.9 5.1 99.2
12 94.0 112.3 11,8 110.5 10.5 98.4
RVULarks: Apprcxlmate elevations provided by contractDr.
Material Tested: Suinilar to Proctor for Sample No. SO163 & $0164 Proc Dated: flfti 3/09 7 5/14/02
ALL DATA NOT REPEATED IS TYPICAL
Reported To: Client;Building Official;Owner Representative;L,andzy Architects,Erdman An!ii.ony&Associates;
Appi More Engineering Inc.; Cherzy Hill Demolition
Rcspectfull,y :iu 'ued, _ ` �i♦�`
SPE BORATORMS,INC. 40 . �111►r #z
A- � �'e
le 04
y J`` a..-bM♦�.
lUchard or J n ;
Vice Presid Vice Pres1a�"�""�4
TIM RESULTS SHOWN ON TU1S REPOR"RELATE ONLY TO 711E SAMCLZ:i MTED.
THIS 1ZMRT$HALL NOT BE USED"l O CLAIM PRODUCT E CORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AC NCY
.-, THE FOREGOING INFORMATION IS PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRE3:I IyERM SION.
8PSC ,.L,7=TIIKC L.ADORATORM.WC.EXCL=5 ALL.LLABIISTY POR W0AA YY_K!'UlSh+W 1f Y QY11{l±7S5.
RS AREA OFFICES 1N DANBURY-HAPTFORD,NEW HAVEN-NEW LONDON
06/21/2002 09:28 2037485110 SPECIAL TESTING LABS PAGE 03I04
Client: Bartlett Brainard Eacott Inc.,Bloomfield, CT
S T L Project: Stop& Shop, Store 699, South Windsor,CT
SPECIAL TASTING LABORATORIES,INC, Contractor:BIAlett 13 rainard Eacott Inc.
7attar:
i}o Box 200 Bethel,Connmdcnt 06801 Inspector: Carrano & M. Shaw Page: I of 2
Phone(203)743 7281 Fax(203)7912451 Date: June 12,:2002 IV eld Density Report
CERTIFICATE OF TEST
MATERL41: Ons ite
LOCATIONS: All tests taken from B to O, 3 to 6.
SPECIFIED COMPACTION REQUIREMENTS: 95 % - All tests were Accepted.
Inspected the compaction of fill material. In place density tests taken, results noted below.
INSITU DENSM TESTS AS'1;M[D-1556. 1)62167 T D-2922 X
TEST NO. INSITU DRY
APPROMAT1E COMPACTION OPTIMUM DENSITY 1NSITU
ELEVATION LBS/CUBTC FOOT MOISTURE LBSICUBIC FOOT MOISTM: COMPACTION
1 953 t33.9 8.0 132.9 4.2 99.3
2 94.0 115.1 11.0 112.1 12.2 97.1
3 95.3 133.9 9.0 132.6 4.3 99.0
4 94.0 115.5 1110 112.7 11.5. 97.6
5 95.3 133.9 8.0 132.1 3.9 99.7
6 94.0 11 S.3 11.0 109.9 12.7
7 95.3 133.9 8.0 131.7 5.5 g ,q
8 94.0 115.5 11,0 110.4 13.0 95.6
9 95.3 133.9 8.0 131.1 5.0 97.9
10 94.0 115.5 1I.0 112.6 11,7 = 97.5
11 95.3 138.6 6.9 134.2 4.3 96.9
12 94.0 124.5 83 119.3 8.1 95.8
13 94.0 124.5 9.7 121.4 9.7 97.5
14 95.3 139.6 6.9 135.1 4.3 97.5
15 94.0 124.5 8.7 118.4 9.9 05.1
16 91.1 138.6 6,9 132.9 5.4 95.9
Remarks; Approximate elevations provided by contractor.
Material Tested: Similar to Proctor for Sample No. S0138,S0160,S0164,S0166 Proc Dated:N'ay 21,June 11,June
14 & June 17, 2002
ALL DATA NOT REPEATED IS TYPICAL
06/21/2002 09:28 2037485110 SPECIAL TESTING LABS PAGE 04104
Client: Bartlett Brairwd Ea,cott Inc., Bloomfield, CT
S T L - Project: Stop, Shop,Store 699, South Windsor, CT
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TESTING I•ABo14.A►rOR1Es,>xc. � actor• J. C•:�rrana&M. Shaw PO Banc 200 Bcthc4 Connecticut 06sO p page: 2 of 2
Phone(203)743 7281 fax(203)7912451 Date: June 12,2002 Field I:ienrsity Report
Reported To: Client;Building Official;Owner Representative;Landry Architects,Erdman Ai:i.thony&Associates;
Appledore En izleering Inc.; Cherry Hill Demolition
Respectfully submitted,
SPE ORATORIES,INC.
CT
P., ri
D
Richard Speciale-Director
" , pident . w
if COAfAij =� �
u
��•..��F .•� �r`fir
�'ohn' Iatthnan, P.E.
Vice President
THE RESULTS SHOWN ON THIS R9POR r RELATE oNLY TO THE sAheLES TESTED.
TkUS REPORT SHALL NOT BE USED TO CL,ATM PRODUCT EM)ORSEMM4T BY NVLAP OR ANY OTHER GOVERMvMNT AI;1 ,4CY.
THE FOREGOING WORMATION IS THF,PROPERTY OF CLIENTS. RE-ROOUC-nON OR KM11CATJON ONLY WITH OUR EXPRESS! PE M MSJ0N,
SPECIAL.TEST NO L,A8011ATORIES,INC,EXCLUDES ALL LIABILITY FOR WORK PERFOR M By OTHERS.
rs AREA OFFICES Rs DANDUMY-HAF.TFORD.AIEW RAVEN-NEW LONDON
From:NIIS Department 203-791-2451 To:John Collins Date-6118/02 Time:4:48:50 P11 Page 5 of 7
Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT
ST L Project: Stop&Shop, Store 699,South Windsor,(,T
Contractor: Bartlett Brainard Eacott Inc.
SPECL4L,TESTING LABORATORIES,INC. Inspector: S. Murphy
PO Box 200 Bethel,Cuhnecticut 06801
Phone 1.20)743 7281 Fax(203)791 2451 Date: June 12,2002 Field Density Report
CERTIFICATE OF TEST
MATERIAL: Onsite
LOCATIONS: All tests taken at Gb line from. 1 to 4.1 front of building inside foundation.
SPECIFIED COMPACTION REQUIREMENTS: 95% - All tests were Accepted.
Inspected the compaction of fill material. In place density tests taker,results noted below.
INSITU DENSITY TESTS ASTM D-1556` D-2167_ D-2922 X
TEST NO. INSITU DRY
AFFKQXLMkTE C:UM.FAC" IUN OFTIN IUM DENSITY INSITU N1013fLIM
ELEVATION LBS."CUBIC FOOT MOISTURE LBS/CUBIC FOOT COMPACTION%
1 93.30 124.5 8.7 120.2 9.4d 96.6
2 118.9 10.2 95.5
3 119.5 87 96.0
4 94.30 119.4 10.6 95.9
5 120.6 7.0 96.8
6 118.8 8.9 95.4
7 119.8 10.2 96.2
8 120.9 10.5 97.1
9 95.30 " 119.8 9.4 96.2
10 122.1 8.8 98.0
11 119.8 9.8 96,2
12 120.6 10.1 96.8
13 118.6 8.6 95.2
14 121.3 7.5 97.5
Remarks: Approximate elevations provided by contractor.
Material Tested: Similar to Proctor for Sample No.02S0138E Proc Dated: 05/21/02
ALL DATA NOT REPEATED IS TYPICAL
Reported To:Client;Building Official;Owner R-opresentative;Landry Architects,Erdman Anthony&Associates; Appledore
Engineering Inc.;Cherry Hill Demolition
Respectfully submitted,
SPECIAL TESTING LABORATORIES,INC.
Richard Speciale- Director John Hardman,P.E.
Vice President Vice President
THE RESLT TS SHOMN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED,
TIES REPORT SHALL DE USED TO•_L-MM PRODUCT LNDORSimr,`-r DY NvLAP OR ANY OTIIER COVERNN92,1T AGENCY.
THE FOREGONG INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WMI UUR E:MESS PE.LNUSSION.
SPECIAL TESTNNG LABORATORIES,NC.EXCLUDES ALL LIABIIdTY FOR WORK PERFORMED BY OTHERS.
Rg AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDOA'
From:M%Department 203-791.2451 To:John Collhu Date:6/19/02 Time:4:48:50 PM rage o or
Client: Bartlett Brainard Ei COU Inc.,Bloomfield,CT
ST 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 1 801
2451 Date: Junc 13�2002 Field Density Report
Phone�2U3}743�Z81 Fax{ZU31,y 1 Z4
CERTIFICATE OF TEST
MATERIAL: Onsite
LOCATIONS: Test Nos. 1-11 taken at 1 line from Gb line to D line.
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 AST.VI D-1556_ D-2167_ D-2922 JL
TEST NO. INSITU DRY
APPIZUX1MATE COMPACTION OPTIMUM DENSITY I-NslfU MOISTURE
ELEVATION LBS/CUBIC FOOT MOISTURE LBS/CUBIC FOOT COMPACTION%
1 93.30 124.5 8.7 120.2 10.5 96.6
2 120.6 10.2 96.8
3 119.3 9.6 96.3
4 122.3 8.8 98.2
5 94.30 119.2 10.9 95.8
6 120.6 8.9 96.9
7 119.3 10.3 95.8
8 119.2 10.1 95.8
9 120.8 9.8 97.0
10 95.30 118.9 10.2 95.5
11 1, 122.1 8.1 96.0
Remarks: Approximate elevations provided by contractor.
Material Tested: Similar to Proctor for Sample No. 02SO138E Proc Dated: 05/21102
ALL DATA NOT REPEATED IS TYPICAL
Reported To:Client;Building Official;Chvner Representative:Landry.Architects,Erdman Anthony&Associates;Appledore
Engineering Inc.;Cherry Hill Demolition
Respectfiilly submitted,
SPECIAL TESTING LABORATORIES,INC.
Richard Speciale - Director Jo1nI Hardman, P.E.
Vice President Vice President
THE RE,SLITS SHOWN ON THIS REPORT RELATE ONLY TO ME SAMPLES'TESTED
TIES REPORT S_T-IALL NOT DE USED TO CLAMvI PRODUCT M4DOR S0*1ENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY.
"HE kOREGOING:N!''ORIVA'110N bS IHE PROPJiKI Y Ub CLIENTS. R EPRODUC410N OR YUBL1C NINON ONLY Wll'H OUR Jr?PKESS 1'hIL USSION.
SPECIAL TESTING LABORATORIES,INC.EXCLUDES ALL LIABILrTY FOR WORK PERFORMED BY OTHERS.
Rg AREA OFFICES PC DANBURY-HARTFORD-NEW MAVEN-NEW LOA'DON
From:NHS Depadment 203-791.2451 To.Jora!Collin Date ''124/02 Time:9:36-32 A& 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: July 24,2002
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 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: 7-19-02.batch plant,7-15-02.rebar&7-15-021d
From:NES Depztnnent 203-791.2451 To:John Collhu Date 7I24/02 Time.9.5E:a2 AM Page 2 of 4
Client: Bartlett Brainard Eacutt Inc.,Bloomfield,CT
ST L Project: Stop&Shop, More 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL TES-ING LAB0RAT0RIES.INC Inspector: S. Murphy
PO Box 200 Bethel,Connecticut 06801
Phone(203)743 7281 F&x(20 i 7y1 2451 Date: July 17,2002 Field Density Report
CERTIFICATE OF TEST
MATERIAL: Borrow
LOCATIONS: All tests taken at B line to F.b from 1 to 6 line.
SPECIFIED C0MPACTI0N REQUIREMENTS: 95% - All tests were Accepted.
Inspected the compaction of fill material. In place density tests taken.results noted beloi .
INSITU DE14SITl"TESTS ASTVI D-1556 D-2167 D-2922 X
INSITU DRY
TEST NO APPR030V ATE COIVIPAi2TION OPTEMUXI DENSITY NSTTU MOISTURE
ELEVATION L138!1C1-»1C r00'1' MOISTURE LBS/CLIHIC r'UU: CCMPAl:TICIN
1 96.26 132.5 9.5 130.7 3.7 93.6
2 " 129.9 4.1 97.9
3 127.5 3.9 96.2
4 128.1 3.8 96.6
REMARKS: Approximate elevations provided by contractor.
MATERIAL TESTED: Similar to Proctor for Sample'No. 02S0161 PROC. Dated: 06/11/02
ALL DATA NOT REPEATED IS TYPICAL
REPORTED TO: Client; Building Official; Owner Representative; Landry Architects, Erdman Anthony & Associates;
Appledore Engineering Inc.;Cherry Hill Delrlolition
Respectfully submitted,
SPECIAL TESTING LABORATORIES,INC.
Richard Speciale-Director John Hardman,P.E.
Vice President Vice President
THE RESULTS SHOWN ON THIS REPORT PELATE ONLY TO THE SAMPLES TESTED
TIES REPORT SHALL NOT BE USED TO CLAIM.PRODUCT FNDr)R.SEffiNN-'.BY Nt,`LAP OR.ANY OTHER GOVERNI,ENT AGENCY
THE F(JREGO NG!NFORMATION IS'1'1V-PROPERLY OF CLIENTS REPRGDUCTION OR PUBLICATION ONLY WTTH OUR EXPRESS PEIUMSION.
SPECIAL TESUNG LABORATORIES.INC.EXCLUDES ALL LLABIIITY FOR WORK PEF.FORMED BY OTHERS.
rs AREA OFFICES W DANSURY-HARTFORD-NEW HAVEN-NEW LONDON
From:,tiIIS Departnmit.203-791-2451 To:John Collins Date:7/24/02 Time.1:59:06 PIVI Page 3 of 3
Client: Bartlett Brainard Eacutt Inc.,Bluurnlield,CT
STLProject: Stop&Shop, Store 699,South Windsor,(.T
Contractor: Bartlett Brainard Lacott Inc.
SPECIAL TESTING LABORATORIES,INC. Inspector: S. Murphy
PO Box(20)Bethel,Connecticut 791 2 Date: July 18 2002 Field Density Report
Phone i_J3}743 72d1 Fax(. U3}7'J1 ..451 � ,
CERTIFICATE OF TEST
N ATERIAL: Borrow
LOCATION(S): All tests taken at B.D to F.b from 6 to 4, and at B.D to F.b from 4 to 2.
SPECIFIED COMPACTION REQUIREMENTS: 95%-- All tests were Accepted
Inspected the compaction of fill material. In place density tests taktin,results noted below.
INSITU DENSITY TESTS ASTM D-1556 D-2167 D-2922 X
INSITU DRY
APPROXMATE CONTACTICN OPTIMUM DENSITY INSITU:%IOISTLTtr
TEST NO EL.EVA TICK IM/CUBIC FOOT MOISTURE. LBWLTBIC FOOT COMPACTION
96.26 132.5 8.5 131.0 4.5 98.9
2. 127.6 4.5 96.3
3. 131.0 3.6 98.9
4. .. 129.3 4.0 98.0
i 1189 30 97.2
6. 126.3 3.2 95.3
7 129.6 3.3 97.8
8. 130.7 3.8 98.6
9. 128.8 3.8 97.2
REMARKS: Approximate elevations pro`•idcd by contractor.
MATERIAL TESTED: Similar to Proctor for Sample No. S-161 PROC,Dated: 6/11/02 -
ALL DATA NOT REPEATED IS TYPICAL
REPORTED TO:Client;Building Official;Owncr Rcprescnta.ti vc;Landry Architects,Erdman Anthony& k3sociatcs;Applcdorc
Engineering Inc.; Chem`Hill Demolition
Respectfully submitted,
SPECIAL TESTING LABORATORIES,N. C.
Richard Speciale-Director John Hardman,P.E.
Vice President Vice President
THE RE SLITS SHONI+N ON THIS REPORT RELATE ONLY TO THE SANIPLES TESTED,
TIES REPORT SIIALLN OT.BE USED TO CLAIM.PRODUCT LND011 6I v=BY T;ViAP OR ANY oni R GOvEKNmr NT AC:,,21CY.
THE FOREGOING 24FOR iATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OLR E]I)RESS PERMISSION.
SPECLAL TESTING LABORATORIES,INC.EXCLUDES ALL LIABII.fT'r'FOR WORT;PERFORMED BY OTIIERS.
on r AREA OFFICES Bti DANBURY-HARTFORD-NEW HAVEN-!NEW LONDON
Prom:NRS DepaMnent 203-'191-2451 To:John Collins Date:8l M Time 4:40:20 PM rage t of j
FAX COVER SHEET
SPECIAL TESTING LABORATORIES, INC.
P.O. Box 200,Bethel,Connecticut 06801
Phone(203)743-7281 Fax(203)791-2451
fax r a n s m i t t a l
re: Stop& Shop, South Windsor
from: Special Testing Laboratories
date: August 8, 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 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: 8-5-02.h,,7-30-02.rebar&8-1-021d
From:M Department 203-'91.2451 To:John Collins Date:8/8102 Time 4:40.20 PM Page 2 of 3
Client: BartleU Brainard Eacott Inc.,Bloomfield,CT
S T L Project: Stop&Shop, Store 699,South Windsor,CT
Contractor: Bartlett Brainard Eacott Inc.
SPECIAL.TESTING LABORATORIES,INC. Inspector:G. Belcher
PO Box 200 Bethel,Connecticut 06801
Phone 1.203)743 7281 kax(203)791 2451 Date: August 1,2002 Field Density Report
CERTIFICATE OF TEST
MATERIAL: Borrow
LOCATION S: 'Pest No.l:taken at Column Grid location I.75,'E. 'Pest N o.2:taken at Column Grid location 1.7/1).
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 ASTMS D-1556_ D-2167_ D-2922 R
INSITU DRY
APPROMATE COMTACTION OPTIMUM DENSITY INSITU MOISTURE
TEST NO. ELEVATIO IBS/CUBIC FOOT MOISTURE LBS`CUBIC FOOT COMPACTION°o
1. No.1 Base Course 138.6 6.9 13.654 6.9 98.4
2. No.2 Rsw Course 1346 7 S 97.1 f
REMARKS: Approximate Elevations and location.-,provided by contractor. All tests on building footprint and slab on grade
on base course elevaton
MATERIAL TESTED: Similar to Proctor for Sample No. PROC,Dated:
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 Speciate- Director John Hardman,P.E.
Vice President Vice President
THE RESLLTS Sf,QWN ON THIS REPORT RELATE ONLY TO THE SAMTLES TESTED
TIES REPORT SILkU NOT BL USED TO CLAM PRODL'CT MMORSL ALNT BY NVLAP OR ANY O=R COVCRIv'MWr AGENCY.
Gu THE FOREGOING WORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OE PUBLICAI70N ONLY WITH OUR 00LESS PERMISSION.
SPECLI TESTING LABORATORIES,INC.EXCLUDES ALL LL',BIIITY FOR WORK PERFORMED BY OTHERS.
ARIA OFFICES P D.�\TBURY-HARTF'ORD-NEW HAVEN-NEW LONDON
From:MS Departmet,t 20-791.24!1 To:Jok Collins Date:8/28/02 Time:5:58:08PM ragetof4
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: Aupst 28, 2002
pages: 1
NOTES: We are expediting the publication of our reports of inspections and
tests performed at the above referenced project by "faring" 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: 07-24-021
From:NIIS Department 2D3-191-2351 To:John Collins Date:8f29'02 Time:5:58:08PM Page of
Client: Town of West Hartford, West Hartford,CT
S T L Project: Sedgwick Middle School,West Hartford,UT
Contractor: Lupachino&Salvatore
SPECIAL TESTING LABORATORIES.INC.
PO Box 200 Bethel,Connecticut 06801 Inspector.•
G. Belcher
Phone(203)743 7281 Fax(203)791 2451 Date: August 15,2002 Field Density Report
CERTIFICATE OF TEST
MATERIAL: Burrow
LOCATIONS: All tests taken in parking lot area on subgrade elevation. Test No. 1 taken at 24'north and 52'east
of catch basin located along west side of parking lot,2n1 to last catch basin at northwest corner. Test
No.2 taken at 12'south and 64'east of catch basin.
SPEUIFIED C;ONIPAC'TION REQUIREMENTS: K% -'Pest No. 1 was Accepted. 'Pest No.2 failed. Locations
which did not meet compaction requirements are to be recompacted and Special Testing Laboratories,Inc.is to be
notified for reinspection.
An authorized representative ofthis firm was dispatched to the above project site to inspect the compaction of fill material and
to take in place density tests,results noted below.
NSITU DENSITY TESTS, STM D-1556 D-2167 D-2922 Y
TEST NO. INSITU DRY
APPROMMATE COMPACTION OPTIMUM DENSITY NSITU MOISTURE
ELEVATION LBSIC;U131C'lrUU'1' MOISTURE LBS/C:U131C YOU.,' C:UMPAUFION%
1 Subgrade 140.8 6.8 134.5 3.9 95.5
2 11
" 131.E 3.9 93.5
REMARKS: Approximate elevations provided by contractor.
MATERIAL TESTED: Similar to Proctor for Sample No. 02S0180 PROC DATED: 07/02/02
ALL DATA NOT REPEATED IS TYPICAL
RESORTED TO: Client;Lupachino&Salvatore;Macchi Engineers, Building Official
Respectfully Submitted,
SPECIAL TESTING LABORATORIES,INC.
Richard Speciale-Director Julm Hardlnan,P.E.
Vice President price President
THE M, ULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED.
THIS REPORT 4HAT,T.N0TRF TTSF.TI TO CLAW PRODUCT T KD0RSFUFNT RV N'11 AP OR ANY OTFTFR G0VF:itiv'\fFNT AC.FN C1y'
TH E FOREGOING INFORMATION M THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERNMSION.
SPECIAL TESTING LABORATORIES,INC EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS.
AREA OFFICES iT DANBURY-HARTFORD-NEW HAVEN-NEW LONDON
I'�
From:MIS Departinert 203-791.2451 To:John Collins Date:8,128/C2 Time:5:58:08 PM Page 2 of 4
Client: Town of West Hartford, West Hartford,CT
ST L Project: Sedgwick Middle School, West Hartford,C,r
Contractor: Lupachino&Salvatore
SPECIAL TESTING LABORATORIES,INC. Inspector: R C. Speciale
PO Box 200 Bethel,Connecticut 06801
Phone;203)743 7281 Fax(203)791 2451 Date: August 22,2002 Field Density Report
CERTIFICATE OF TEST
MATERIAL: Onsite
LOCATIONS: All tests taken at south new lot.
SPECIFIED COMPACTION REQUIREMENTS: 95% - All tests were Accepted
An authorized representative ofthis firm was dispatched to the above project site to inspect the compaction of fill material and
to take in place density tests:results noted below.
INSII'U DENSITY TESTS ASTM D-1556 D-2167 D-2922 k
TNSITII DRY
TEST NO APPR05CMATE COMPACTION OPTIMUM DENSITY INSMT MOISTI TRE
ELEVATION LBS/CUBIC FOOT MOISTURE LBS/CUBIC FOOT COMPACTION%6
1 155 140.8 6.8 133.6 4.3 95.0
2 " 133.8 4.9 95.0
3 " 11 1133.8 3.5 95.0
REMARKS: Approximate elevations provided by contractor.
MA11R1AL'ITESTED: Similar to Proctor for Sample N o. SO 180 PROC D.AXED: 07/02/02
ALL DATA NOT REPEATED IS TYPICAL
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