HomeMy WebLinkAbout125 Buckland Hills Drive (3)A Division of
Eastern
Materials
Testing Eastern Materials Testing Laboratory
a dii,ision of
VLAP#10315-0 JAWORSKI GEOTECH, INC. MZ..
JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Cli nt: Target Stores SubContractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/9/00 Cylinder Set No. : Cl
Time: 4:15 Truck No. : 108
Class Concrete: 3,000 psi Ticket No. : 3538
Total Quantity 15 cy Batch Time: 2:59
Batch Quantity: 10 cy
Method of Placement: chute
Air: specified: 5-7
Measured: 6.0%
Location of Sample: Column line F-1
Slump Specified: 4.0" max
Measured: 4.25"
Total Location of Placement:
Column line J-C on 1 line
Unit Weight: 147.78 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: degrees F
Ambient Temp: 100 degrees F
Cylinder Size: 6 x 12 inches Date Retrieved: 5/12/00
End Ar a: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Ceml lbs./cu./yd sand: 1485.0 lbs./cu./yd Types of Fracture
Cem2 425.0 lbs./cu./yd water: 177.5 lbs./cu./yd a b C d e
Cem 3 106.0 lbs./cu./yd Adl Air 3.0 oz/cu./yd
19
Agg 1 642.0 lbs./cu./yd Ad2 Reo 26.8 odcu./yd I j
Agg 2 1113.0 lbs./cu./yd Ad3 oz/cu./yd A / 11
ll
Agg 3 129.0 lbs./cu./yd Ado oz1100 MT.
Gone Gone aid Gone aad Sbw Golrmew
Sand Moisture: n/a Stone Moisture: n/a SA sku
COMPRESSIVE STRENGTH DATA
Cylind r ID C 1 A C 1 B C 1 C C 1 D
Date Cast 5/9/00 5/9/00 5/9/00 5/9/00
Dat T sted 5/16/00 6/6/00 6/6/00 7/4/00
Sp cim n Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.W ight(lbs. ) 29.00 28.94 29.14 29.08
Load (lbs. ) 64,072
Str so (psi) 2,270
Y
Type of Fracture a
R vi wed by. =z Dater
The information stated on this report may not be reproduced except in its entirety without the arpress written consent ofEastern Materials Testing
a division ofJaworski Geoteeh,Inc. Use oftheNFLAP designation does not represent endorsement by theNISI or Nf7.AP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in generalaccordance with thefollowing AS7M standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
A Division of
Eastern
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI
MOTECH,INQ
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/9/00 Cylinder Set No. : C1
Time: 4:15 Truck No. : 108
Class Concrete: 3,000 psi Ticket No. : 3538
Total Quantity 15 cy Batch Time: 2:59
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: 5-7
Measured: 6.0$
Location of Sample: Column line F-1
Slump Specified: 4.0" max
Measured: 4.25"
Total Location of Placement:
Column line J-C on 1 line Unit Weight: 147.78 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: degrees F
Cylinder Size: 6 12 inches
Ambient Temp: 100 degrees F
End Area: 28.27 sq in
Date Retrieved: 5/12/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic y"
1485.0 Ibs./cu. d Types of FractureCemlIbs./cu./yd sand:
Cem2 425.0 lbs./cu./yd water: 177.5 lbs./cu./yd a b c d e
Cem 3 106.0 Ibs./cu./yd Ad 1 Air 3.0 ozktilyd 1 1
Agg 1 642.0 lbs./cu./yd Ad2 Reo 26.8 oz/cu./yd X L j
Agg 2 1113.0 Ibs.lcu./yd Ad3 ozJcu.lyd i l
Agg 3 129.0 Ibs.kti./yd A& oz1100 CWT-
Cone Cone uid Cone sad Shin Cotuanau
Sand Moisture: n/a Stone Moisture: it/a SP(k Sheu
COMPRESSIVE STRENGTH DATA
Cylinder ID C 1 A C 1 B C 1 C C 1 D
Date Cast 5/9/00 5/9/00 5/9/00 5/9/00
Date Tested 5/16/00 6/6/00 6/6/00 7/4/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.00 28.94 29.14 29.08
Load (lbs. ) 64,072 115,480 1071,770 not
Stress (psi) 2,270 4,080 3,810 tested
Typ of Fracture a a a
R viewed by:Date: &14plou
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing wereperformed ingeneral accordance with thefollowingASEW standards:
C39,C31,C94,C:143,C172,C'192.('231.C617.and C1231.
A Division of
Eastern
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a di1,ision of v oo o o avoCADVVLAP #10315-o JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH,INC.
CON EFFTE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/9/00 Cylinder Set No. : Cl
Time: 4:15 Truck No. : 108
Class Concrete: 3,000 psi Ticket No. : 3538
Total Quantity 15 cy Batch Time: 2:59
Batch Quantity: 10 cy Air: Specified: 5-7%
Method of Placement: chute Measured: 6.0$
Location of Sample: Column line F-1 Slump Specified: 4.0" max
Measured: 4.25"
Total Location of Placement:Unit Weight: 147.78 lbs/cu./ft.
Column line J-C on 1 line
Plastic Wt. : Cylinder Wt.: X
Concrete Temperature: degrees F
Cylinder Size: 6 X 12 inches
Ambient Temp: 100 degrees F
End Area: 28.27 sq in
Date Retrieved: 5/12/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to I cubic yard)
Cem 1 lbs./cti./yd sand: 1485.0 lbs./cu./yd
Types of Fracture
Cem2 425.0 lbs./cti./yd water: 177.5 lbs./cu./yd a b C d e
Cem 3 106.0 lbs./cti./yd Ad I Air 3.0 oz/cu./yd
Agg 1 642.0 Ibs./cu./yd Ad2 Reo 26.8 oz/cti./yd
Agg 2 1113.0 lbs./cti./yd Ad3 oz/ctl./yd
Agg 3 129.0 Ibs./cu./yd Ado o7J100 CWT• it I
Coat CAM raid Goat aad Sbaf CAlVM%Z"
Sand Moisture: n/a Stone Moisture: n/a Sou swr
COMPRESSIVE STRENGTH DATA
Cylinder ID C 1 A C 1 B C 1 C C 1 D
Date Cast 5/9/00 5/9/00 5/9/00 5/9/00 19211111#0
COIVN
Date Tested 5/16/00 6/6/00 6/6/00 7/4/00 10 ..•••••••••.•C 000JAh,
Specimen Age 7 days) ( 28 days) ( 28 days) (56 days)
CO
Cyl.Weight(lbs. ) 29.00 28.94 29.14 29.08
f • I f
f •
Load (lbs. ) 64,072 115,480 107,770 noti, Qa
l O '
Stress (psi) 21270 4,080 31810 tested E•SE•••:
TYP of Fracture a a a 8881
A
S;;k!
Revi w d by:—. Date: &/R/W
The information statedon this report may not be reproducedexcept in itsentirety without theexpress writtenconsentofEasternMaterials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLlP designation does not represent endorsement by the NIST or NK.4P.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollouing AS7M standards:
C 39,C 31,C 94,C 143,C:172,C 192,C 231.C 617.and C 1231.
s
A Division of
Eastern
Materials
Tesstingting Eastern Materials TestingLaboratory
Laborator}a division of o
VLAP#1031 --0 JAWORSKI GEOTECH, INC.12 oao da a a o
JAWORSKI
CONCRETE. DATA SUMMARY GEOTECH, INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Hop River Construction
Supplier: Aiudi Concrete 7GI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/11/00 Cylinder Set No. : C2
Time: 1:45 Truck No. : 130
Class Concrete: 3,000 psi Ticket No. : 3015
Total Quantity 20 cy Batch Time: 1:12
Batch Quantity: 10 cy Air: specified: 5-7%
Method of Placement: chute Measured: 5.8%
Location of Sample: A-2.5 Slump Specified: 4.0" max
Measured: 4.75"
Total Location of Placement:unit weight: 146.26 lbs/cu./ft.
B-1 to A-4, J-1 to 1-4.5 Plastic wt. : Cylinder wt. : X
Concrete Temperature: 78 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees F
End Area: 28.27 sq in Date Retrieved: 5/12/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Ceml lbs./cu./yd Sand: 1503.0 1bsJcu./yd Types of Fracture
Cem2 422.0 lbs./cuJyd water: 178.5 lbsJcu./yd a b c d e
Cem 3 122.0 lbs./cu./yd Ad 1 Air 2.9 ozJcuJyd
Agg 1 624.0 lbs./cu./yd Ad2 Reo 26.8 oz/cu./yd I j
Agg 2 1470.0 lbs./cu./yd Ad3 oz/cu./yd A j
Agg 3 1107.0 lbs./cu./yd Ado OZ/100 CWT
Sand moisture: n/a Stone moisture: n/a
COrK cow aria Gore and Shc:r Columnar
Split Sher
CoMPRE.SSIVE STRENGTH DATA
Cylinder ID C 2 A C 2 B C 2 C C 2 D
Date Cast 5/11/00 5/11/00 5/11/00 5/11/00
Date Tested 5/18/00 5/25/00 6/8/00 6/8/00
specimen Age 7 days) ( 14 days) ( 28 days) (28 days)
cyl .weight(lbs.) 28.70 28.86 29.00 28.78
Load (lbs.) 35,872 949704
Stress (psi) 19270 3,350
Type of Fracture a a
Reviewed by:oeDate: S;3 1/ba
The information stat on this rt not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
itemstested,and no other attribution may be made. Samplingandtestingwereperformed in general accordance with thefollowing ASTMstandards:
C 39,C 31,C 94,C 143,C 172,C 192.C 231,C 617.and C 1231.
A Division of
Eastern
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-0 JAWORSKI GEOTECH, INC. RE
JAWORSKI
CONCRETE DATA SUMMARY GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT contractor: Konover Construction
Client: Target Stores Subcontractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/11/00 Cylinder Set No. : C2
Time: 1:45 Truck No. . 130
Class Concrete: 3,000 psi Ticket No. : 3015
Total Quantity 20 cy Batch Time: 1:12
Batch Quantity: 10 cy Air: Specified: 5-7%Method of Placement: chute measured: 5.8%
Location of Sample: A-2.5
Slump Specified: 4.0" max
Measured: 4.75"
Total Location of Placement:unit weight: 146.26 lbs/cu./ft.
B-1 to A-4, J-1 to J-4.5 Plastic wt. : Cylinder wt. : X
Concrete Temperature: 78 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees F
End Area: 28.27 sq in Date Retrieved: 5/12/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Ceml lbs./cu./yd Sand: 1503.0 lbs./cu./yd Types of Fnecture
Cem2 422.0 lbs./cu./yd Water: 178.5 lbs./cu./yd a b C d e
Cem 3 122.0 lbs./cu./yd Ad 1 Air 2.9 oz/cu./yd
Agg 1 624.0 lbs./cu./yd Ad2 Reo 26.8 oz/cu./yd
Agg 2 1470.0 lbs./cu./yd Ad3 o7Jcu./yd
Agg 3 1107.0 lbs./cu./yd Ado o7J100 CWT
Coac Cone aid Cone aed Shan Columem
Sand moisture: n/a Stone moisture: n/a Sd«Sheu
COMPRESSIVE STRENGTH DATA
Cylinder ID C 2 A c 2 B C 2 C C 2 D
Date Cast 5/11/00 5/11/00 5/11/00 5/11/00
Date Tested 5/18/00 6/8/00 6/8/00 7/6/00
specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl .weight(lbs.) 28.70 28.86 29.00 28.78
Load (lbs.) 359872
Stress (psi) 11270
Type of Fracture a
Reviewed byr Date:s ova/Ud
The information stated on this report may not be reproduced except in itsentirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing ASTMstandards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
A Division of
Eastern
Materials
Testing Eastern Materials Testing LaboratoryLaboratoryt7ll'll,%.C%017 Of
o•o 0 ovo0ao 0VLAP #10315-0 JAWORSKI GEOTECH, INC.
JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/11/00 Cylinder Set No. : C2
Time: 1:45 Truck No.: 130
Class Concrete: 3,000 psi Ticket No. : 3015
Total Quantity 20 cy Batch Time: 1:12
Batch Quantity: 10 cy Air: Specified: 5-7%
Method of Placement: chute Measured: 5.8%
Location of Sample: A-2.5
Slump Specified: 4.0" max
Measured: 4.751'
Total Location of Placement:Unit Weight: 146.26 lbs/cu./ft.
B-1 to A-4, J-1 to J-4.5 Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 78 degrees F
Ambient Temp: 70 degrees F
Cylinder Size: 6 x 12 inches Date Retrieved: 5/12/00
End Area: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduccd to I cubic yardl
Ceml lbs./ctl./yd Sand: 1503.0 lbs./cu./yd Types of Fracture
Cem2 422.0 lbs./cu./yd water: 178.5 lbs./cu./yd a b C d e
Cem 3 122.0 lbs./cu./yd Ad l Air 2.9 oz/cu./yd 1
Agg 1 624.0 lbs./cu./yd Ad2 Reo 26.8 oz/cu./yd
Agg 2 1470.0 lbs./cu./yd Ada o7Jcu./yd HX A
Agg 3 1107.0 lbs./cu./yd Ado oz/100 CWT.
n/a Stone Moisture: n/a • `
C.Om Cmc&ad Saar Coldmau
Sand Moisture: Split Shan
COMPRESSIVE STRENGTH DATA
Cylinder ID C 2 A C 2 B C 2 C C 2 D
Date Cast 5/11/00 5/11/00 5/11/00 5/11/00 o
s
CON"6
Date Tested 5/18/00 5/25/00 6/8/00 6/8/00 1'JAIgr0 C,
G
Specimen Age 7 days) ( 14 days) ( 28 days) (28 days) 1.0 1 1 V.. 4
L
Cyl.Weight(lbs. ) 28.70 28.86 29.00 28.78
Load (lbs. ) 35,872 94,704 108,760 106,580 0,'• ! N .\"F '•AL all
Str so (psi) 1,270 3,350 3,850 3,770
Type of Fracture a a a a
Revi wed Date: Co/ CV
The informationstated on this report maynot be reproducedexcept in its entirety without the express written consent ofEasternMaterials Testing
a division ofJaworsb C3eotech,Inc. Use ofthe N124P designation does not represent endorsement by the NISI or NK AP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed ingeneral accordance with thefollowing AMUstandards.
C'39,C31,C94,C143,C'172,C:192,C:231.('617,and C'1231.
A Division of
Eastern
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a dii,ision of
VLAP#10315-o JAWORSKI GEOTECH, INC.JAWORSKI
MOTECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/15/00 Cylinder Set No. : C3
Time: 2:15 Truck No. : 108
Class Concrete: 3,000 psi Ticket No. : 3063
Total Quantity ' 10 cy Batch Time: not provided
Batch Quantity: 10 cy Air: Specified: 5-7%
Method of Placement: chute Measured: 5-3/4%
Location of Sample: col. -line footing A.5
Slump Specified: 4.0" max
Measured: 4.0"
Total Location of Placement:Unit Weight: 148.19 lbs/cu./ft.
footing col. line A 4.5 to A7
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 72 degrees F
Ambient Temp: 65 degrees
Cylinder Size: 6 x 12 inches Date Retrieved: 5/19/00
End Area: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to l cubic,yard)
Ceml lbs./cu./yd Sand: not provided lbs./cu./yd Types of Fracture
Cem2 lbs./cu./yd Water: Ibs./cu./yd a b c d e
Cem 3 lbs./cu./yd Ad 1 Air oz/cu./yd 11
Agg 1 Ibs./cll./yd Ad2 Rco o7Jcll./yd
Agg 2 lbs./cu./yd Ada ozlcu./yd A
Agg 3 lbs./cu./yd Ad4 o7J100 CWT; /
Coae Goae acid Gone a W Shot Collimaw
Sand Moisture: n/a Stone Moisture: lva split Shea
COMPRESSIVE STRENGTH DATA
Cylinder ID C 3 A C 3 B C 3 C C 3 D
Date Cast 5/15/00 5/15/00 5/15/00 5/15/00
PO, Off. -Q N'Vc6`
c
Date Tested 5/22/00 6/12/00 6/12/00 7/10/00 JA
Sp 9cimenAge 7 days) ( 28 days) ( 28 days) ( 56 days) CO 9s 00
Cyl.Weight(lbs. ) 29.08 29.18 29.96 28.88
Load (lbs. ) 76,036 136,960 135,750 not
E VP ;0J,
C
Str se (psi) 2,690 4,840 4,800 tested NA E '
I'
w
Type of Fracture a a a
R vi w d by. Date: 6),//3/UJ
The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech.Inc. (Ise ofthe NVLAP designation does not represent endorsement by theNISIor NVLAP.Reports are relevant onlyto
items tested,and no other attribution may he made. Sampling and testing were peeformed in general accordance with the following AS7M standards:
C39,(:31,C94,C143,C172,C192.('231.('617.and C1231.
Eastern A Division of
Materials
Testing Eastern Materials Testing LaboratoryMLaboratory
a division of
VLAP#10315-01 JAWORSKI GEOTECH, INC. O.00OCC0 a
JAWORSKI
CONCRETE DATA SUMMARY GEOTECH, INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Hop River Construction
Supplier: Aiudi Concrete GI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/15/00 Cylinder Set No. : C3
Time: 2:15 Truck No. : 108
Class Concrete: 3,000 psi Ticket No. : 3063
Total Quantity 10 cy Batch Time: not provided
Batch Quantity: 10 cy Air: Specified: 5-7%Method of Placement: chute
Measured: 5-3/4%
Location of Sample: col . line footing A.5
slump specified: 4.0" max
Measured: 4.0"
Total Location of Placement:
unit weight: 148.19 lbs/cu./ft.footing col . line A 4.5 to A7
Plastic wt. : Cylinder wt. : x
Concrete Temperature: 72 degrees F
Cylinder size: 6 x 12 inches Ambient Temp: 65 degrees
Date Retrieved: 5/19/00EndArea: 28.27 sq in
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Ceml lbs./cu./yd Sand: not provided lbs./cu./yd Types of Fracture
Cem2 lbs./cu./yd water: lbs./cu./yd a b c d e
Cem 3 lbs./cu./yd Ad Air oz/cu./yd
Agg 1 lbs./cu./yd Ad2 Reo oz/cu./yd
Agg 2 lbs./cu./yd Ad3 oz/cu./yd A /1
Agg 3 lbs./cu./yd Ado o7J100 CWT `
Cote Cope aid Coae aid Shan Colan+aacSandmoisture: n/a Stone moisture: n/a spit shm
COMPRESSIVE STRENGTH DATA
Cylinder ID C 3 A C 3 B C 3 C C 3 D
Date Cast 5/15/00 5/15/00 5/15/00 5/15/00
Date Tested 5/22/00 6/12/00 6/12/00 7/10/00
specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl .weight(lbs.) 29.08 29.18 29.96 28.88
Load (lbs.) 769036
Stress (psi) 2,690
Type of Fracture a
Revi ewed Y
Tlie information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworsk i Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NISIor NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing wereperformed in general accordance with thefollowing ASTMstandards:
C 39.C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
A Division of
Eastern
Materials
Testing Eastern Materials Testing LaboratoryLaboratoryadivisionof
NVLAP #10315-o JAWORSKI GEOTECH, INC.
JAWORSKI
CONCRETF. DATA SUMMARY
GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/16/00 Cylinder Set No. : C4
Time: 2:10 Truck No. : 151
Class Concrete: 31000 psi Ticket No. : 3089
Total Quantity 26 cy Batch Time: 1:20
Batch Quantity: 10 cy Air: Specified: 5-7%
Method of Placement: chute Measured: 7.0%
Location of Sample: pier-E7 Slump Specified: 4.0" max
Measured: 4.0"
Total Location of Placement:Unit Weight: 147.38 lbs/cu./ft.
pier H2 to H5, H5 to E5, E5 to C4, C4 to C2,
plastic Wt. : Cylinder Wt. : X
C2 to H2
Concrete Temperature: 66 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 70 degrees
End Area: 28.27 sq in
Date Retrieved: 5/19/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cubic yard)
Ceml 424.0 lbs./cu./yd Sand: 1503.0 lbs./cti./yd Types of Fracture
Cem2 107.0 lbs./cu./yd water: 161.0 lbs./cu./yd a b C d e
Cem 3 lbs./cu./yd Ad l Air 2.9 o7Jcu./yd
Agg 1 729.0 lbs./cu./yd Ad2 Reo 26.8 o7Jcu./yd EAgg275.0 lbs./cu./yd Ada o7Jct1./yd ./\
Agg 3 1092.0 lbs./ctl./yd Ado 07J100 CWT.
7.0% Stone Moisture: n/a
Cow C mow Coae&W Sbw Cdrmom
Sand Moisture: split Shan
COMPRESSIVE STRENGTH DATA
Cylinder ID C 4 A C 4 B C 4 C C 4 D
Date Cast 5/16/00 5/16/00 5/16/00 5/16/00
Date Tested 5/23/00 6/13/00 6/13/00 7/11/00 F GON/y c,o
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days) V't•AI'Vp.: moo:
GCyl.W ight(lbs. ) 28.92 29.06 28.86 29.00 j 1
Load (lbs. ) 56,023 100,550 98,876 not
Str ss (psi) 1,980 3,560 3,500 tested 4 S O,••
Typ of Fracture a a a
we ss o
R vi wed by. Date: Ce (113( va
The information statedon this report may not he reproducedexcept in its entirety without the express writtenconsentofEasternMatenals Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by theNLSTorNVLAP Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed to general accordance with thefollowing A.VM standards:
C39,C.31,C94,C143,C171,C'192,C:231.C'b17.and C'1231.
r
A Division of
Eastern
Materials
Testing Eastern Materials Testi ng LaboratoryLaboratoryadivisionof
0
VLAP#10315-JAWORSKI GEOTECH, INC. ao 00000
JAWORSKI
CONCRETE DATA SUMMARY G,EOTECH, INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/16/00 Cylinder Set No. : C4
Time: 2:10 Truck No. . 151
Class Concrete: 3,000 psi Ticket No. : 3089
Total Quantity 26 cy Batch Time: 1:20
Batch Quantity: 10 cy
Method of Placement: chute
Air: specified: 5-7%
Measured: 7.0%
Location of Sample: pier E7
Slump Specified: 4.0" max
Measured: 4.0"
Total Location of Placement:unit weight: 147.38 lbs/cu./ft.
pier H2 to H5, H5 to E5, E5 to C4, C4 to c2,
c2 to H2 Plastic wt. : Cylinder wt. : X
Concrete Temperature: 66 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees
End Area: 28.27 sq in Date Retrieved: 5/19/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Ceml 424.0 lbs./cu./yd Sand: 1503.0 lbsJcu./yd Types of Fracture
Cem2 107.0 lbs./cu./yd Water: 161.0 lbsJcu./yd a b c d e
Cem 3 lbs./cu./yd Ad Air 2.9 oz/cuJyd
Agg 1 729.0 lbs./cu./yd Ad2 Reo 26.8 oz/cuJyd 1 j
Agg 2 75.0 lbs./cu./yd Ad3 oz/cuJyd A
Agg 3 1092.0 lbs./cu./yd Ado oz/100 CWT
Sand moisture: 7.0% Stone moisture: n/a
CO"` Coat^ Go
Split Sbur
Sht:r Columnar
hr
COMPRESSIVE STRENGTH DATA
Cylinder ID C 4 A C 4 B C 4 C C 4 D
Date Cast 5/16/00 5/16/00 5/16/00 5/16/00
Date Tested 5/23/00 6/13/00 6/13/00 7/11/00
specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl .weight(lbs.) 28.92 29.06 28.86 29.00
Load O bs.) 56,023
Stress (psi) 1,980
Type of Fracture a
Reviewed by. Date:57 Vc
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NISTorNVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing ASTMstandards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a dii,ision of
VLAP#10315-0 JAWORSKI GEOTECH, INC.
JAWORSM
CONCRETE DATA SUMMARY GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/17/00 Cylinder Set No. : C5
Time: 3:15 Truck No. : 151
Class Concrete: 3,000 psi Ticket No. : 3125
Total Quantity 20 cy Batch Time: 2:20
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: 5-7$
Measured: 5 1/4 %
Location of Sample: pier -D7 Slump Specified: 4.0" max
Measured: 2.5"
Total Location of Placement:
Unit Weight: 148.40 lbs/cu./ft.
pier B-7 to G-7, footing A8 to A10
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 78 degrees F
Cylinder Size: 12 Ambient Temp: 80 degrees6 inches
End Area: 28.27 sq in Date Retrieved: 5/19/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard
Cem 1 lbs./cu./yd sand: 1521.0 lbs./cu./yd Types of Fmcture
Cem2 424.0 lbs./cu./yd water: 160.5 lbs./cu./yd a b C d e
Cem 3 105.0 lbs./cll./yd Ad l Air 3.0 oz/cu./yd
Agg 1 642.0 lbs./cu./yd Ad2 Reo 26.8 oz/cti./yd I j
Agg 2 132.0 lbs./cu./yd Ad3 oz/ctl./yd X A j I
Agg 3 1095.0 lbs./cu./yd Ado ozJ100 CWT;
Sand Moisture: n/a Stone Moisture: n/a
CoacV Star Colrmau
Spla Spar
COMPRESSIVE STRENGTH DATA
Cylinder ID C 5 A C 5 B C 5 C C 5 D
Date Cast 5/17/00 5/17/00 5/17/00 5/17/00
Date Tested 5/24/00 6/14/00 6/14/00 7/12/00
CO/yNOL
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.12 29.04 29.20 29.36 CO
Load (lbs. ) 53,868 120,330 116,970 not
Stress (psi) 1,910 4,260 4,140 tested O r.Qom•!
Type of Fracture a a a s • "••G,,'
Review d by. Date: G`/Y O a sss8 1 Issss
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division of laworsla Geotech,Inc. Use ofthe A(K-P designation does not represent endorsement by the NIST or NPLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing AS7M standards:
C39,C31,C94,C143,C:172,C192,C:231,C617,and C1231.
A Division of
Eastern
Materials Lq
Testing Eastern Materials Testing LaboratoryLaboratoryadivisiono1
VLAP#10315-0 JAWORSKI GEOTECH, INC.
JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/17/00 Cylinder set No. : C5
Time: 3:15 Truck No. : 151
Class Concrete: 3,000 psi Ticket No. : 3125
Total Quantity 20 cy Batch Time: 2:20
Batch Quantity: 10 cy Air: ' specified: 5-7%Method of Placement: chute Measured: 5 1/4 %
Location of sample: pier D7
slump specified: 4.0" max
Measured: 2.5"
Total Location of Placement:
unit weight: 148.40 lbs/cu./ft.
pier B-7 to G-7, footing A8 to A10
plastic wt. : Cylinder wt. : X
Concrete Temperature: 78 degrees F
cylinder size: 6 x 12 inches Ambient Temp: 80 degrees
End Area: 28.27 sq in Date Retrieved: 5/19/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Ceml lbs./cu./yd Sand: 1521.0 lbs./cu./yd Types of Fracture
Cem2 424.0 1bsJcuJyd Water: 160.5 lbs./cu./yd a b C d e
Cem 3 105.0 lbs./cu./yd Ad l Air 3.0 oz/cuJyd N 1
Agg 1 642.0 lbs./cu./yd Ad2 Reo 26.8 oz/cu./yd LAgg2132.0 lbs./cu./yd Ad3 oz/cuJyd 7 l l
Agg 3 1095.0 lbs./cu./yd Ad4 oz/100 CWT
Coat Coac aid Coat and Shut Column&(
Sand moisture: n/a stone moisture: n/a Sara Shan
COMPRESSIVE STRENGTH DATA
Cylinder ID C 5 A C 5 B C 5 C C 5 D
Date Cast 5/17/00 5/17/00 5/17/00 5/17/00
Date Tested 5/24/00 6/14/00 6/14/00 7/12/00
specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl .Wei ght(lbs.) 29.12 29.04 29.20 29.36
Load (lbs.) 539868
Stress (psi) 1,910
Type of Fracture a
Reviewed b Date
The information statedon this report may not be reproduced except in its entirety without theexpress written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NYLAP designation does not represent endorsement by the NISI or NYLAP.Reports are relevant only to
items tested,andno other attribution may be made. Sampling and testing wereperformed in general accordance with thefollowing ASTMstandards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
A Division of
Eastern
Materials Eastern Materials Testin LaboratoTestinggry
Laboratory a division OJ
VLAP #10315-0 9JAWORSKIGEOTECH, INC. 6 C)-Q o 04o
JAWORSKI
CONCRETE DATA SUMMARY GEOTECH, INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/20/00 Cylinder Set No. : C6
Time: 1:00 Truck No. : 174
Class Concrete: 3,000 psi Ticket No. : 195244
Total Quantity 10 cy Batch Time: 12:03
Batch Quantity: 10 cy Air: Specified: 5-7%Method of Placement: chute Measured: 5 1/4 %
Location of sample: col . line footing J6
Slump Specified: 4.0" max
Measured: 3.5 %
Total Location of Placement:unit weight: 148.19 lbs/cu./ft.col . line footing J4 to J7
Plastic wt. : Cylinder wt. : X
Concrete Temperature: 64 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 54 degrees
Date Retrieved:End Area: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic,yard)
Ceml 525.0 lbs./cu./yd Sand: 1500.0 lbs./cu./yd Types of Fracture
Cem2 lbs./cu./yd water: 166.4 lbsJcu./yd a b C d e
Cem 3 lbs./cu./yd Ad 1 Air 3.0 oz/cu./yd
Agg 1 1/2" 620.0 lbs./cuJyd Ad2 MB 997 26.8 oz/cu./yd
Agg 2 3/8" 152.0 lbs./cu./yd Ada oz/cu./yd A I i
Agg 3 3/4" 1100.0 lbs./cu./yd Ad4 oz/100 CWT
sand moisture: 7.1% stone moisture: n/a
Co`K Gonc and Cork and Sher Columnar
Split Shur
COMPRESSIVE STRENGTH DATA
Cylinder ID C 6 A C 6 B C 6 C C 6 D
Date Cast 5/20/00 5/20/00 5/20/00 5/20/00
Date Tested 5/27/00 6/17/00 6/17/00 7/15/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl .weight(lbs.) 29.08 28.96 29.14 28.94
Load (lbs.) 83,452
Stress (psi) 29950
Type of Fracture a
Reviewed by: Date:
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworsla Geotech,Inc. Use ofthe M7.AP designation does not represent endorsement by the MIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing wereperformed in general accordance with thefollowing ASTMstandards:
C 39,C 31,C 94,C 143,C 172.C 192,C 231,C 617.and C 1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
VLAP#10315-o JAWORSKI GEOTECH, INC.o Leo oe
JAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/20/00 Cylinder Set No. : C6
Time: 1:00 Truck No. : 174
Class Concrete: 31000 psi Ticket No. : 195244
Total Quantity 10 cy Batch Time: 12:03
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: 5-7$
Measured: 5 1/4 %
Location of Sample: col. .line footing J6 Slump Specified: 4.0" max
Measured: 3.5 %
Total Location of Placement:
col. line footing J4 to J7
Unit Weight: 148.19 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 64 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 54 degrees
Date Retrieved:
End Area: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(rcduced to 1 cubic,yard)
Ceml 525.0 lbs./cu./yd sand: 1500.0 Ibs./cu./yd Types of Fmcbm
Cem2 lbs./cu./yd Water: 166.4 lbs./cu./yd a b c d e
Cem 3 Ibs./cu./yd Ad 1 Air 3.0 oz/cu./yd 1
Agg 1 1/2" 620.0 Ibs./cu./yd Ad2 MB 997 26.8 oz/cu./yd •
Agg 2 3/8" 152.0 lbs./cu./yd Ad3 oz/cll./yd
Agg 3 3/4" 1100.0 lbs./cu./yd Ado o7J100 CWT•It E
Cone Gone aid Cone=W Shear Columwu
Sand Moisture:7.1% Stone Moisture: n/a wit Sher
COMPRESSIVE STRENGTH DATA
Cylinder ID C 6 A C 6 B C 6 C C 6 D
Date Cast 5/20/00 5/20/00 5/20/00 5/20/00 1101 ,
Date Tested 5/27/00 6/17/00 6/17/00 7/15/00 JA 0 CGJ1
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days) y
1
Cyl.Weight(lbs. ) 29.08 28.96 29.14 28.94 1T560
Load (lbs. ) 83,452 121,020 122,500 notlk G, ,•\
Str so (psi) 21950 4,280 41330 tested
Ip fllllll11ij11
Type of Fracture a a a
Revi w d by:ate: Co%Q OU
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEasternMaterials Testing
a division ofJaworsb Geotech,Inc. Use ofthe NFLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing wereperformed in general accordance with thefollowing ASTM standards:
C 39,C 31,C 94,C 143,C:172,C 192,C 231.C 617.and C 1231.
A Division of
Eastern
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP #10315-o JAWORSKI GEOTECH, INC. JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/22/00 Cylinder Set No. : C7
Time: 1:20 Truck No. : 134
Class Concrete: 3,000 psi Ticket No. : 3771
Total Quantity 30 cy . Batch Time: 12:27
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: 5-7
Measured: 6.0%
Location of Sample: footing J9 Slump Specified: 4.0" max
Measured: 4.0"
Total Location of Placement:
footing J7 to J13
Unit Weight: 144.93 lbs/cu./ft.
Plastic Wt.: Cylinder Wt. : X
Concrete Temperature: 68 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 56 degrees
End Area: 28.27 sq in
Date Retrieved: 5/25/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cubic yard)
Ceml lbs./ctl./yd Sand: 1539.0 lbs./cu./yd
Types of Fracture
Cem2 423.0 lbs./cu./yd Water: 145.5 lbs./cu./yd a b C d e
Cem 3 108.0 lbs./ctl./yd Adl Air 2.9 oz/ctl./yd
Agg 1 682.0 lbs./ctl./yd Ad2 Reo 26.8 oz/cu./yd X
A ^Agg 2 99.0 lbs./ctl./yd Ada ozlctl./yd
Agg 3 1113.0 lbs./ctl./yd AN oz/100 CWT IZ
Coae Cone aid Cone sad Shan Cotumaat
Sand Moisture:8.0% Stone Moisture: lt/a t S
COMPRESSIVE STRENGTH DATA
Cylinder ID C 7 A C 7 B C 7 C C 7 D
Date Cast 5/22/00 5/22/00 5/22/00 5/22/00
Dat Tested 5/29/00 6/19/00 6/19/00 7/17/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 28.44 28.68 28.62 28.88
Load (lbs. ) 52,760
Str ss (psi) 11870
Type of Fracture a
R view d by: Date:
The information stated on this report may not be reproduced except in its entire without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVL AP designation does not represent endorsement by the NIST or NYLAP.Reports are relevant only to
items toted and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing AS71W standards:
C 39,C 31,C 94,C 143,C 172,C 19Z C 231,C 617,and C 1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
r` a dil'ision Of o
c 0000 vevopop aoVLAP #1031s-0 JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/22/00 Cylinder Set No. : C7
Time: 1:20 Truck No. : 134
Class Concrete: 3,000 psi Ticket No. : 3771
Total Quantity 30 cy Batch Time: 12:27
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: 5-7
Measured: 6.0%
Location of Sample: footing J9 Slump Specified: 4.01• max
Measured: 4.0"
Total Location of Placement:
footing J7 to J13
Unit Weight: 144.93 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 68 degrees F
Ambient Temp: 56 degrees
Cylinder Size: 6 a 12 inches
Date Retrieved: 5/25/00EndArea: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to I cubic yard)
Ceml lbs./ctl./yd Sand: 1539.0 lbsku./yd Types of FrodtKe
a b d eCein2423.0 lbs./cu./yd Water: 145.5 lbs./cti./yd
Cem 3 108.0 lbs./cu./yd Adl Air 2.9 oz/cu./yd 1 1
Agg 1 682.0 lbs./cu./yd Ad2 Rco 26.8 o7Jcu./yd - A
Agg 2 99.0 lbs./cu./yd Ad3 ozJcti./yd 11
Agg 3 1113.0 Ibs./ctl./}d Ado 071100 CW'ij
OW VW C'
111
AAMMIM
Sand Moisture:8.0% Stone Moisture: n/a S Shar
COMPRESSIVE STRENGTH DATA
Cylinder ID C 7 A C 7 B C 7 C C 7 D
Date Cast 5/22/00 5/22/00 5/22/00 5/22/00
Date Tested 5/29/00 6/19/00 6/19/00 7/17/00 N/y-%,,,
Specim n Age 7 days) ( 28 days) ( 28 days) ( 56 days)
w1 4,QC C
Cyl.Weight(lbs. ) 28.44 28.68 28.62 28.88
Load (lbs. ) 52,760 115,480 115,780 not
Stress (psi) 11870 4,080 4,090 tested
Type of Fracture a a a Imrrrr
Reviewed by:Dater/off/ou
The information stated on this report may not be reproduced except to its entirely without the express written consent offastern Materials Testing
a division ofJawerski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NIST or NYLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTW standards:
C 39,C 31,C 94,C 143,C 172,C 192,('231.('617,and C 1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a dii,ision of
e peoo eo 0eo 0VLAP #10315-0 JAWORSKI GEOTECH, INC.dAWORS KI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Cli nt: Target Stores SubContractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/24/00 Cylinder Set No. : C8
Time: 2:15 Truck No. : 174
Class Concrete: 3,000 psi Ticket No. : 195421
Total Quantity 20 cy Batch Time: 1:12
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: 5-7$
Measured: 5.25%
Location of Sample: footing 13-F to J
Slump Specified: 4.0" max
Measured: 2.51'
Total Location of Placement:
footing H13
Unit Weight: 150.94 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 68 degrees F
Cylinder Size: 6 X 12 inches
Ambient Temp: 70 degrees
End Area: 28.27 sq in
Date Retrieved:
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cubic yard)
Cein1 538.0 lbs./cu./yd sand: 1500.0 lbs./cu./yd Types of Fracture
C=2 lbs./cu./yd water: 168.0 lbs./cll./yd a b C d e
Cem 3 Ibs./ctl./yd Ad I MB Air 3.0 o-rlcll.Ad I
Agg 1 1/2" 620.0 Ibs./cu./yd Ad2 MB997 26.9 o%JCll./yd i 1I
Agg 2 3/8" 144.0 lbs./cu./yd Ada o-rlcu./yd
Agg 3 3/4" 1092.0 Ibs./cu./vd Ad4 orJ100 CWT
Cone Coae aid Coen MW Shut C AVMQit
Sand Moisture:7.0% Stone Moisture: 11/a Split Shin
COMPRESSIVE STRENGTH DATA
Cylinder ID C 8 A C 8 B C 8 C C 8 D
Date Cast 5/24/00 5/24/00 5/24/00 5/24/00
1
Nlllllllll!/i///
Date Tested 5/31/00 6/21/00 6/21/00 7/19/00 1111N
0 COAT / I",
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.62 29.38 29.60 29.28
Load (lbs. ) 70,301 116,570 115,780 not
Stress (psi) 2,490 4,120 4,090 tested C
Type of Fracture a a a
Hnnn ,n
Reviewed b —may Date:
The information stated on this report may not he reproduced arcs rt in its entirety without the arpress written consent gfEastern"aterials Testing
a division ofJaworskt(:ieotech,Inc. Ilse oJ'Ihe NI1.111'des gnation dws not represent endorsement by the NISTor AT7AP.Reports are relevantonly to
items tested,and no other attribution may he made. Sampling and testing were pet./ornied to generalaccordance with thefollowing AST"standards:
C39,C31,C94,C143.C172,C192,C231,('617.and('1231.
Eastern A Division of
Materials N.
Testing
Laboratory Eastern Materials Testing LaboratoryLabo
a division of o
VLAP#10315-0 JAWORSKI GEOTECH, INC.
JAWORSKI
CONCRETE DATA SUMMARY GEOTECH, INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target stores subcontractor: Hop River Construction
supplier: Aiudi Concrete 7GI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/24/00 Cylinder Set No. : C8
Time: 2:15 Truck No. : 174
Class Concrete: 3,000 psi Ticket No. : 195421
Total Quantity 20 cy Batch Time: 1:12
Batch Quantity: 10 cy Air: specified: 5-7%Method of Placement: chute Measured: 5.25%
Location of sample: footing 13-F to ]
slump specified: 4.0" max
Measured: 2.5"
Total Location of Placement:Unit weight: 150.94 lbs/cu./ft.footing H13
Plastic wt. : Cylinder wt. : X
Concrete Temperature: 68 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees
Date Retrieved:End Area: 28.27 sq in Method of Compression: Neoprene caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Ceml 538.0 lbs./cu./yd sand: 1500.0 lbs./cuJyd Types of FractureabcdeCem2lbs./cu./yd water: 168.0 lbs./cu./yd
Cem 3 _ lbs./cu./yd Adl NM Air 3.0 oz/cuJyd
Agg 1 1/2" 620.0 lbs./cu./yd Ad2 MB997 26.9 oz/cu./yd ri
Agg 2 3/8" 144.0 lbs./cu./yd Ad3 oz/cuJyd
Agg 3 3/4" 1092.0 lbs./cu./yd Ado oz/100 CWTCom Co.,c arW Cone and s :r Columnar
sand moisture: 7.0% stone moisture: n/a spin snag
COMPRESSIVE STRENGTH DATA
Cylinder ID C 8 A C 8 B C 8 C C 8 D
Date Cast 5/24/00 5/24/00 5/24/00 5/24/00
Date Tested 5/31/00 6/21/00 6/21/00 7/19/00
specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
cyl .weight(lbs.) 29.62 29.38 29.60 29.28
Load (lbs.) 70,301
stress (psi) 29490
Type of Fracture a
Reviewed by• Date:
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofiawwrslb Geotech,Inc. Use ofthe NVLAPdesignation does notrepresent endorsement bythe NISIorNVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing ASTM standards:
C 39,C 31,C 94,C 143,C 172.C 192,C 231,C 617,and C 1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of 0
VLAP#10315-0 JAWORSKI GEOTECH, INC. a
JAWORSKI
CONCRETE DATA SUMMARY G.EOTECH, INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Hop River Construction
supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/25/00 Cylinder Set No. : C9
Time: 1:00 Truck No. : 172
Class Concrete: 3,000 psi Ticket No. : 3867
Total Quantity 10 cy Batch Time: 12:11
Batch Quantity: 10 cy Air: specified: 5-7%Method of Placement: chute Measured: 5.0%
Location of sample: footing column line 13E
Slump specified: 4.0" max
Measured: 3.5"
Total Location of Placement:
unit weight: 147.78 lbs/cu./ft.footing column line 13F to D pier 11 H to G plastic wt. :cylinder wt. : X
Concrete Temperature: 68 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees
End Area: 28.27 sq in Date Retrieved:
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Ceml lbs./cu./yd Sand: 1524.0 lbs./cu./yd Types of Fracture
Cem2 426.0 lbs./cuJyd water: 145.5 lbs./cu./yd a b c d e
Cem 3 105.0 lbsJcu./yd Ad 1 oz/cu./yd 1 l
Agg 1 639.0 1bsJcu./yd Ad2 Air 2.9 oz/cu./yd j
Agg 2 159.0 lbs./cu./yd Ad3 Reo 26.8 oz/cu./yd i A
Agg 3 1080.0 lbs./cu./yd Ado oz/100 CWT
Coec Goat and Gout and Shur Columnar
Sand moisture: 8.0% Stone moisture: n/a slit sir
COMPRESSIVE STRENGTH DATA
Cylinder ID C 9 A C 9 B C 9 C C 9 D
Date Cast 5/25/00 5/25/00 5/25/00 5/25/00
Date Tested 6/1/00 6/22/00 6/22/00 7/20/00
specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl .weight(lbs.) 29.00 28.92 29.10 29.02
Load O bs.) 64,467
Stress (psi) 29280
a
Type of Fracture a
Reviewed by: Date: 6 / lo U
The information stated on this report may not be reproducedexcept in its entirety without theexpress written consent ofEastern Materials Testing
a division ofJaworsli Geoteeh,Inc. Use ofthe NYLAP designation does not represent endorsement by the MIST or NYL4P.Reports are relevant only to
items tested and no other attribution may be made. Sampling andtesting wereperformed in general accordance with thefollowing ASTMstandards:
C 39,C 31,C 94.C 143,C 172,C 192,C 231,C 617,and C 1231.
Eastern A Division of
Materials
TestingfiLaboratory Eastern Materials Testing Laboratory
a division of o
0 oa o o eovop QoVLAP #10315-o JAWORSKI GEOTECH, INC.ep
JAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/25/00 Cylinder Set No. : C9
Time: 1:00 Truck No. : 172
Class Concrete: 3,000 psi Ticket No. : 3867
Total Quantity 10 cy Batch Time: 12:11
Batch Quantity: 10 cy Air: Specified: 5-7%
Method of Placement: chute Measured: 5.0%
Location of Sample: footing column line 13E
Slump Specified: 4.0" max
Measured: 3.5"
Total Location of Placement: Unit Weight: 147.78 lbs/cu./ft.
footing column line 13F to D pier 11 H to G
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 68 degrees F
Ambient Temp: 70 degrees
Cylinder Size: 6 x 12 inches Date Retrieved:
End Area: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cubic yard)
CcinI lbs./ct1./yd Sand: 1524.0 lbs./cu.Nd Types of Fracture
Cen12 426.0 lbs./cu./Vd Water: l45.5 lbs./cu./NA a b C d e
19
Cem 3 105.0 lbs./ct1.6 d Adl orJctl.hd I 11
Agg 1 639.0 lbs./cu./yd Ad2 Air 2.) or/cu.A-d XAgg2159.0 lbs./cu./yd Ad3 Reo 26.9 o-rJcu.h d j /
If
11
Agg 3 1080.0 lbs./cu./yd AN 07J100 CW'1:
Coact Cone OW Cone MW Sbas C01"MOu
Sand Moisture:8.0%) Stone Moisture: 11h Sofa Spar
COMPRESSIVE STRENGTH DATA
Cylinder ID C 9 A C 9 B C 9 C C 9 D
Date Cast 5/25/00 5/25/00 5/25/00 5/25/00
tttriiii NFC%
Date Tested 6/1/00 6/22/00 6/22/00 7/20/00 Jgly-,,-V
lt
Specim n Age 7 days) ( 28 days) ( 28 days) ( 56 days) co` Gj
Cyl.W ight(lbs. ) 29.00 28.92 29.10 29.02
Load (lbs. ) 64,467 103,120 108,170 not Ki
jai s illll Ill.lyeStrss (psi) 2,280 3,650 3,830 tested ii a 1, Ilf
Type of Fracture a a a
Revi w d byr Date: &Ile G/Ct%
The information stated on this report nay not he reproduced wwecpt in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski(.ieotech.Inc. (Ise of'the-NI 7.IP designation dues not repre.%ent endorwment by the NIST or N117 AP.Reports are relevant only to
items tested,andno other attribution may he made. Sampling andiesting werepe loi coed in general accordance wilh thefollowing ASTM standards:
C39,C31,C94,C143,C172,('192.('2/.C617,andC1231.
A Division ofEastern
katerials
Testing
Laboratory Eastern Materials Testing Laboratory
a ill VI.%Ion o/*0 0
JANVORSKI GEOTECH, INC.N VLA P #10315-0
JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/26/00 Cylinder Set No. : C10
Time: 11:01 Truck No. : 171
Class Concrete: 3,000 psi Ticket No. : 3888
Total Quantity 20 cy Batch Time: 9:48
Batch Quantity: 10 cy Air: Specified: 5-7%
Method of Placement: chute Measured: 5.5%
Location of Sample: pier E8 Slump Specified: 4.0" max
Measured: 3.5"
Total Location of Placement:
Unit Weight: 146.66 lbs/cu./ft.
pier C7, 8G to 8C, 9H to E, 1OF to E, 11H to
plastic Wt. : Cylinder Wt. : X
E
Concrete Temperature: 78 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 70 degrees
End Area: 28.27 sq in
Date Retrieved:
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cultic 3',UI d)
Celli I lbs./cu./vd Sand: 1520.0 lbs./cu./yd Types of Fracture
Cen12 427.0 Ibs./cu./Vd Water: 153.S lbs./cu./tiVd a b C d e
Cem 3 117.0 Ibs./ctt/N-d Adl Air 2.9 o/Jcu./t,d 1
Agg 1 669.0 Ibs./cti./\-d Ad2 Rco 29.0 o/Jcu h-d •,(
11
Agg 2 102.0 lbs./cu.A cl Aci"IoiJcu.h,d
Agg 3 1104.0 Ibs./ctt./\(I Ado o/J 100 CWT k
Cone C M acid C9ne MW Sheaf ColYmwa(
Sand Moisture:7.5% Stone Moisture: Wit spry slew
COMPRESSIVE STRENGTH DATA
Cylinder ID C 10 A C 10 B C 10 C C 10 D
Date Cast 5/26/00 5/26/00 5/26/00 5/26/00
Date Tested 6 2 00 6 23 00 6 23 00 7 21 00 COIV/V
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days) l`
Cyl.Weight(lbs. ) 28.78 28.52 28.56 28.54
Load (lbs. ) 68,225 101,940 94,724 not
O
Stress (psi) 2,410 3,610 3,350 tested 111t, `y\\
Type of Fracture a a d ii uttAri`I
Reviewed by. Date: &/2 1p Av of
The information stated on this report nnuy not he reproduced ev(rht to nc enttret)•without the erhrr.ss written consent ofFas -nMaterials Testing
a division ofJaworskt(;eotech.Inc. Use ofthe.kl 7_I1'di-Nignation doeN not n-prewnt endorselliml by the NIS7'orNVLAP.Reports are relerant only to
items tested/and no other attribution stay he made Suutlaltnv and IeNtctjf were hetlornted to general accordance:with the following•ASTM standards:
39,C31,C94.C143,C172.('19?.l'_'31.('Gl.and C1?+l
A Division of
Eastern
Materials
Nesting
Laboratory Eastern Materials Testing Laboratory
a division of
o 0o e
VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Hop River Construction
Supplier: Aiudi concrete GI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/26/00 Cylinder Set No. : C10
Time: 11:01 Truck No. : 171
Class Concrete: 3,000 psi Ticket NO. : 3888
Total Quantity 20 cy Batch Time: 9:48
Batch Quantity: 10 cy Air: Specified: 5-7%
Method of Placement: chute Measured: 5.5%
Location of Sample: pier E8 Slump Specified: 4.0" max
Measured: 3.5"
Total Location of Placement:unit weight: 146.66 lbs/cu./ft.
pier C7, 8G to 8C, 9H to E, 1OF to E, 11H to Plastic wt. : Cylinder wt. : x
E
Concrete Temperature: 78 degrees F
Cylinder size: 6 x 12 inches
Ambient Temp: 70 degrees
End Area: 28.27 sq in Date Retrieved:
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)Types of Fracture
Ceml lbs./cu./yd Sand: 1520.0 lbs./cu./yd a b C d e
Cem2 427.0 lbs./cu./yd water: 153.5 lbsJcu./yd
Cem 3 117.0 lbs./cu./yd Adl Air 2.9 oz/cu./yd
Agg 1 669.0 lbs./cu./yd Ad2 Reo 28.6 oz/cuJyd LAAgg2102.0 lbs./cu./yd Ada ozlcu./yd
Agg 3 1104.0 lbs./cu./yd Ado oz/100 CWT Coat Cone aid Cone aaa Sbar columnau
Sand moisture: 7.5% Stone moisture: n/a
sok sties
COMPRESSIVE STRENGTH DATA
Cylinder ID C 10 A C 10 B C 10 C C 10 D
Date Cast 5/26/00 5/26/00 5/26/00 5/26/00
Date Tested 6/2/00 6/23/00 6/23/00 7/21/00
specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl .weight(lbs.) 28.78 28.52 28.56 28.54
Load (lbs.) 689225
Stress (psi) 2,410
Type of Fracture a
Revi ewed by.----j-, Date: 6 4-/cU
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NISI or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing ASTM standards:
C39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
A Division of
Eastern
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a dii,ision of
VLAP #10315-o JAWORSKI GEOTECH, INC.
JAWORSKI
CEOTECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/30/00 Cylinder Set No. : Cll
Time: 1:00 Truck No. : 108
Class Concrete: 3,000 psi Ticket No. : 3938
Total Quantity 10 cy Batch Time: 11:51
Batch Quantity: 10 cy Air: Specified: 5-7%
Method of Placement: chute Measured: 6.0%
Location of Sample: Pier B8 Slump Specified: 4.0" max
Measured: 4.5"
Total Location of Placement: Unit Weight: 144.62 lbs/cu./ft.
piers D12, D9, C9, B9.3, B8, B7.3 Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 68 degrees F
Cylinder Size: 6 X 12 inches
Ambient Temp: 50 degrees
End Area: 28.27 sq in
Date Retrieved: 6/2/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic yard)
Ceml lbs./cu./yd Sand: 1554.0 lbs./cu./yd Types of Fracture
Cem2 425.0 lbs./cu./yd water: 169.0 lbs./cu./yd a b C d e
Cem 3 110.0 lbs./cu./yd Ad 1 Air 2.9 oz/cu./yd
Agg 1 678.0 lbs./cu./yd Ad2 Reo 26.8 oz/cu./yd
AAgg293.0 lbs./cu./yd Ad3 oz/cu./yd II
Agg 3 1107.0 lbs./ctilyd AN oz/100 CWT ` lit
11
CoM COW aid Cope V4 Shear COWMI u
Sand Moisture:6.5% Stone Moisture: n/a SpCa sheu
COMPRESSIVE STRENGTH DATA
Cylinder ID C 11 A C 11 B C 11 C C 11 D
Date Cast 5/30/00 5/30/00 5/30/00 5/30/00 Ix JAw
Date Tested 6/6/00 6/27/00 6/27/00 7/25/00 a ;
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days) 175M $Z'
Cyl.W ight(lbs. ) 28.38 28.44 28.50 28.42
Load (lbs. ) 88,410 89,285 90,769 not
Stress (psi) 3,130 3,160 31210 tested
Type of Fracture a a a
Reviewed b Date: 6 7Ry
The information stated on this report may not he reproduced except in its entirety without the express written consent offastern Materials Testing
a division ofJa Norski Geotech,Inc. Use ofthe N1 L4P designation dices not represent endorsement by the N1ST or NVLAP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with thefollowing ASTM standards:
C39,C31,C94,C143,C172,C192,C'231.C617.and C'1231.
A Division of
Eastern
Materials
Testing Eastern Materials Testis Laboratory
a dii,ision of
VLAP#10315-o JAWORSKI GEOTECH, INC.JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH, INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Plac ment Date: 5/30/00 Cylinder Set No. : C11
Time: 1:00 Truck No. : 108
Class Concrete: 3,000 psi Ticket No. : 3938
Total Quantity 10 cy Batch Time: 11:51
Batch Quantity: 10 cy Air: Specified: 5-7%Method of Placement: chute
Measured: 6.0%
Location of Sample: Pier B8
Slump Specified: 4.01' max
Measured: 4.5"
Total Location of Placement:
Unit Weight: 144.62 lbs/cu./ft.
piers D12, D9, C9, B9.3, B8, B7.3
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 68 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 50 degrees
Date Retrieved: 6/2/00EndArea: 28.27 sq in
Method of Compression: Neopren Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
y 1554.0 Ibs./cu./yd Types of FractureCem1Ibs./ctl./ d Sand:
Cetn2 425.0 lbs./cti./yd water: 169.0 lbs./cti./yd a b c d e
Cem 3 110.0 Ibs./cti./yd Adl Air 2.9 oz/cu./yd t
Agg 1 , 678.0 Ibs./ctl./yd Ad2 Rco 26.8 oz/ctl./yd X 1 LAgg293.0 lbs./cu./yd Ada oz/cu./yd
Agg 3 1107.0 Ibs./ctl./yd A& oz/100 CWT. `
Coat Cone aid Coat iad sbar Columam
Sand Moisture:6.5% Stone Moisture: fl/a sdn Shur
COMPRESSIVE STRENGTH DATA
Cylinder ID C 11 A C 11 B C 11 C C 11 D
Dat Cast 5/30/00 5/30/00 5/30/00 5/30/00
Dat T sted 6/6/00 6/27/00 6/27/00 7/25/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 28.38 28.44 28.50 28.42
Load (lbs. ) 88,410
Str ss (psi) 3,130
Typ of Fracture a
R view d by• Date:
The information statedon this report may not he reproduced except in its entirely without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling andtesting wereperformed ingeneral accordance with thefollowingAS77W standards:
C39,C31,C94,C143,C172,C'192,C231.('617.and C1231.
A Division ofEastern
Materials
Testing EasternLaboratory Materials Testing Laboratory
a dii,ision of o
VLAP #10315-o JAWORSKI GEOTECH, INC.JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH.INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/31/00 Cylinder Set No. : C12
Time: 2:30 Truck No. : 148
Class Concrete: 3,000 psi Ticket No. : 3965
Total Quantity 12 cy Batch Time: 1:29
Batch Quantity: 6 cy
Method of Placement: chute
Air: Specified: 5-7
Measured: 5 3/5 $
Location of Sample: footing b-10
Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
footing A-10 to C-13 Unit Weight: 149.72 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 74 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 70 degrees
Date Retrieved: 6/2/00EndArea: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Ceml lbs./cu./yd sand: 1515.0 lbs./cu./yd Types of Fracture
Cem2 425.0 lbs./cti./yd Water: 168.3 lbs./cu./yd a b C d e
Cem 3 106.7 lbs./cu./yd Ad l Air 2.8 ozlcu./yd
Agg 1 630.0 lbs./ctl./yd Ad2 Reo 26.7 oz/ctl./yd i ! j
Agg 2 140.0 lbs./ctl./yd Ad3 oz/cu./yd
Agg 3 1100.0 lbs./ctl./yd A& o7J100 CWT;
1
Cow Coact a;i0 Coact ud Shut Coltlmaaf
Sand Moisture:Stone Moisture: n/a split Shar
COMPRESSIVE STRENGTH DATA
Cylinder ID C 12 A C 12 B C 12 C C 12 D
Date Cast 5/31/00 5/31/00 5/31/00 5/31/00
Date Tested 6/7/00 6/28/00 6/28/00 7/26/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.38 29.30 29.20 29.40
Load (lbs. ) 75,937
Str ss (psi) 2,690
Type of Fracture a
Reviewed by: Date:
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJowiorski Geotech,Inc. Use ofthe NVL4P designation does not represent endorsement by theNISTor NVLAP.Reports are relevant only to
items tested,andno other attribution may be made. Sampling and testing were performed in general accordance with thefollowingAS7M standards:
C 39,C 31,C 94,C 143,C:172,C:192,C 231,C 617.and C:1231.
Eastern A Division ofMaterials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of o
VLAP#10315-o JAWORSKI GEOTECH, INC.
JAWORSKI
CONCRETE DATA SUMMARY GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Hop River Construction
Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 5/31/00 Cylinder Set No. : C12
Time: 2:30 Truck No. : 148
Class Concrete: 3,000 psi Ticket No. : 3965
Total Quantity 12 cy Batch Time: 1:29
Batch Quantity: 6 cy Air: Specified: 5-7%Method of Placement: chute
Measured: 5 3/5 %
Location of Sample: footing B-10
Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
Unit Weight: 149.72 lbs/cu./ft.footing A-10 to C-13
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 74 degrees F
Cylinder Size: 6 X 12 inches Ambient Temp: 70 degrees
End Area: 28.27 sq in
Date Retrieved: 6/2/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Celn 1 lbs./cu./yd Sand: 1515.0 lbs./cu./yd Types of Fracture
Celn2 425.0 lbs./cu./yd water: 168.3 lbs./ctl./yd a b c d e
Cem 3 106.7 lbs./cu./yd Ad 1 Air 2.8 oz/ctl./yd
Agg 1 630.0 lbs./cu./yd Ad2 Rco 26.7 oz/cu./yd `( 1 i
Agg 2 140.0 lbs./cu./yd Ad3 oz/cu./yd A
CWT.Agg 3 1100.0 lbs./cu./yd A& oz/100 CW
Comic Caw aid Gone and Shan Columeat
Sand Moisture:Stone Moisture: n/a Sok Shay
COMPRESSIVE STRENGTH DATA
Cylinder ID C 12 A C 12 B C 12 C C 12 D
Date Cast 5/31/00 5/31/00 5/31/00 5/31/00 QF dNF
Date T sted 6/7/00 6/28/00 6/28/00 7/26/00
JA,
9
63
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.38 29.30 29.20 29.40 N » Q
Load (lbs. ) 75 937 124 480 130,610 not NS'\\
Stress (psi) 2,690 41400 4,620 tested
Type of Fracture a a a
R viewed by Date:
The information stated on this report may not he reproducedexcept in itsentirety without the express written consentofEasternMaterials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVL P designation does not represent endorsement by the NIST or NK V Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following A.STM standards:
C39,C31,C:94,Cl43,C172,C'.192.C231,C'b17.and('1231.
A Division of
Eastern
Materials
Testing Eastern Materials Testing LaboratoryLaboratoryadivisionof
VLAP#10315—o JAWORSKI GEOTECH, INC. Co.
JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Plac m nt Date: 6/l/00 Cylinder Set No. : C13
Time: 2:04 Truck No. : 106
Class Concrete: 3,000 psi Ticket No. : 3988
Total Quantity 26 cy Batch Time: 12:51
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: 5-7$
Measured: 6.0%
Location of Sample: foundation wall 11C
Slump Specified: 4.0" max
Measured: 4.0"
Total Location of Placement: Unit Weight: 147.27 lbs/cu./ft.
foundation wall 1OB-5 to 13C
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 78 degrees F
Ambient Temp: 90 degrees
Cylind r Size: 6 x 12 inches Date Retrieved: 6/2/00
End Area: 28.27 sq in Method of Compression: Neopren Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Ceml lbs./cu./yd Sand: not provided lbs./cu./yd Types of Fracture
Cem2 lbs./cu./yd water: Ibs./cu./yd a b C d e
Cem 3 lbs./cu./yd Ad l oz/cu./yd 771
Agg 1 lbs./cu./yd Ad2 oz/cu./yd
Agg 2 lbs./cu./yd Ada oz/cu./yd A j 11
Agg 3 Ibs./cu./yd Ado oz/100 CWT; 11
Sand Moisture:Stone Moisture: n/a
Cone cow a w Cones" sk" Coleman
SA Slm
COMPRESSIVE STRENGTH DATA
Cylinder ID C 13 A C 13 B C 13 C C 13 D
Date Cast 6/1/00 6/1/00 6/l/00 6/l/00
Date Tested 6/8/00 6/29/00 6/29/00 7/27/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.W ight(lbs. ) 28.90 28.60 28.78 28.78
Load (lbs. ) 60,196
Stress (psi) 21,130
Typ of Fracture a
R vi wed by:— Date: 60 !
The information stated on this report may notbe reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. (!se ofthe NK AP designation does not represent endorsement by the N1ST orNVL AP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with thefollowing AS7M standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C'617,and C 1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-o JAWORSKI GEOTECH, INC.
JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH, INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/1/00 Cylinder Set No. : C13
Time: 2:04 Truck No. : 106
Class Concrete: 3,000 psi Ticket No. : 3988
Total Quantity 26 cy Batch Time: 12:51
Batch Quantity: 10 cy Air: Specified: 5-7$Method of Placement: chute
Measured: 6.0%
Location of Sample: foundation wall 11C
Slump Specified: 4.0" max
Measured: 4.0"
Total Location of Placement:
foundation wall 1OB-5 to 13C
Unit Weight: 147.27 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 78 degrees F
12 Ambient Temp: 90 degreesCylinderSize. 6 x inches
Date Retrieved: 6/2/00EndArea: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TI('KET INFORMATION(reduced to l cub*c yard)
Celnl lbs./cu./yd Sand: not provided lbs./cu./yd Types of Fracture
Celn2 lbs./cu./yd water: ibs./cu./yd a b C d e
Cem 3 lbs./cu./yd Ad 1 oz/cu./yd f
Agg 1 lbs./cu./yd Ad2 ozlcu./yd
Agg 2 lbs./cu./yd Ada oz/cu./yd A / 11
Agg 3 lbs./cu./yd Ado oz/100 CWT V `
t t
Coact Cone and Coact wild shaf Columau
Sand Moisture:Stone Moisture: rda sera shaf
COMPRESSIVE STRENGTH DATA
Cylinder ID C 13 A C 13 B C 13 C C 13 D
Date Cast 6/1/00 6/1/00 6/1/00 6/1/00 F CONAA I F%%
Date Tested 6/8/00 6/29/00 6/29/00 7/27/00 j,tQT 09coJ;_OG=
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days) \
Cy1.Weight(lbs. ) 28.90 28.60 28.78 28.78 t
Load (lbs. ) 60,196 89,483 82,166 notfill%INS ,
Stress (psi) 2,130 3,160 2,910 tested if IfF111111101
Type of Fracture a a a
Revi wed b Date:&,/Z
The information stated on this report may not be reproduced except to its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. (Ise ofthe NVLAP designation does not represent endorsement by the NIST or)OZAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed ingeneral accordance with thefollowing AS7M standards:
C'.39,C31,C94,C143,C:172,C 192,C 231,C 617.and C 1231.
Fam Eastern A Division of
Materials s •-•
Testing Eastern Materials Testing LaboratoryLaboratoryadivisionof
VO P#10315-o JAWORSKI GEOTECH, INC.
JAWORSKI
CONCRETE DATA SUMMARY GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Plac m nt Date: 6/2/00 Cylinder Set No. : C14
Time: 1:20 Truck No.: 158
Class Concrete: 3,000 psi Ticket No. : 4023
Total Quantity 20 cy Batch Time:
Batch Quantity: 10 cy Air: Specified: 5-7%Method of Placement: chute
Measured: 5.0%
Location of Sample: Pier 13-G
Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
Unit Weight: 150.33 lbs/cu./ft.Pier 13J to D, retaining wall footing Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 80 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 90 degrees FDateRetrieved:End Area: 28.27 sq in
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cub*c yard)
Ceml lbs./cu./yd Sand: 1482.0 lbs./cu./yd Types of Fracture
Cem2 425.0 lbs.kti./yd water: 184.4 lbs.ku./yd a b C d e
Cem 3 117.0 lbs./cu./yd Adl Air 2.9 oz/cu./yd
Agg 1 669.0 Ibs./cu./yd Ad2 Reo 26.8 o7Jcu./yd
Agg 2 Agg7 108.0 lbs./ctl./yd Ad3 oz/cu./yd LX A ; j l I
Agg 3 1104.0 Ibs./cu./yd A& oz/100 CWT;
Sand Moisture:5.5% Stone Moisture: 11/a
cow cesc ow Come and sk" ColumawSAsk"
COMPRESSIVE STRENGTH DATA
Cylinder ID C 14 A C 14 B C 14 C C 14 D
Date Cast 6/2/00 6/2/00 6/2/00 6/2/00
Date Tested 6/9/00 6/30/00 6/30/00 7/28/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.50 29.62 29.84 29.72
Load (lbs. ) 78,903
Str ss (psi) 2,790
Typ of Fracture a
R vi w d by. Date:
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern 1Natenals Testing
a division ofJoworski Geotech,Inc. Ilse ofthe NVLAP designation does not represent endorsement by the NIST orNVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing AS7M standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C'617,and C'1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP #10315-o JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/2/00 Cylinder Set No. : C14
Time: 1:20 Truck No. : 158
Class Concrete: 3,000 psi Ticket No. : 4023
Total Quantity 20 cy Batch Time:
Batch Quantity: 10 cy Air: Specified: 5-7%Method of Placement: chute
Measured: 5.0%
Location of Sample: Pier 13-G
Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
Unit Weight: 150.33 lbs/cu./ft.
Pier 131 to D, retaining wall footing plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 80 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 90 degrees F
End Area: 28.27 sq in Date Retrieved:
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic,-} trd)
Ceml lbs./cu./yd sand: 1482.0 lbs./cu./yd Types of Fracuire
Cem2 425.0 lbs./cu./yd water: 184.4 lbs./cu./yd a b C d e
Cem 3 117.0 lbs./ctl./yd Ad 1 Air 2.9 oz/cu./yd I I I
Agg 1 669.0 lbs./cu./yd Ad2 Rco 26.8 oz/ctl./yd .X A AAgg2Agg7108.0 lbs./cu./yd Ad3 oz/cu./yd ? \
Agg 3 1104.0 lbs./ctl./yd Ado OZ/100 CWT
Com Gore aed Cage OW Sbac Column"
Sand Moisture:5.5% Stone Moisture: n/a sora shay
COMPRESSIVE STRENGTH DATA
Cylinder ID C 14 A C 14 B C 14 C C 14 D
GONA(,
Date Cast 6/2/00 6/2/00 6/2/00 6/2/00 v','1011A'
Date Tested 6/9/00 6/30/00 6/30/00 7/28/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days) *?
17
Cyl.Weight(lbs. )
r' ,
p=29.50 29.62 29.84 29.72
Load (lbs. ) 78,903 130,310 121,910 not N L
Str ss (psi) 21790 4,610 41310 tested
Type of Fracture a a a
Reviewed by: / Date:
4!/3Ole
The information stated on this report may not he reproduced except in its entirety without the empress written consent ofEastern Materials Testing
a division ofJawoorski Geotech,Inc. Use ofthe NVL AP designation does not represent endorsement by the NISI orNYLiP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with the following ASTM standards:
C 39,C:31,C:94,C 143,C 172,C 192,C 231,C 617,and C 1231.
A Division of
Eastern
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
Q di0sion of
VLAP#10315-0 JAWORSKI GEOTECH, INC. p1OO °O
JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/5/00 Cylinder Set No. : C15
Time: 2:15 Truck No. : 115
Class Concrete: 3,000 psi Ticket No. : 4062
Total Quantity 46 cy Batch Time: 12:57
Batch Quantity: 8 cy
Method of Placement: chute
Air: Specified: 0.0$
Measured: 2.0%
Location of Sample: Loading dock slab Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:Unit Weight: 150.94 lbs/cu./ft.
Loading dock slabs and retaining wall Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 74 degrees F
Cylinder Size: 6 a 12 inches
Ambient Temp: 55 degrees F
End Area: 28.27 sq in Date Retrieved:
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to I cubic yard)
Cem 1 Ibs./cu./yd sand: 1608.7 lbs./cti./yd Types of Fracture
Cem2 451.3 Ibs./cti./yd water: 152.5 Ibs./cu./yd a b C d e
Cem 3 83.8 Ibs./cu./yd Ad I Reo 35.0 oz/cu./yd 1
Agg 1 663.7 Ibs./cu./yd Ad2 o7Jcu./yd I 1
Agg 2 Agg7 116.3 Ibs./cu./yd Ad3 ozJcu./yd
Agg 3 1098.8 Ibs./cu./yd Ado oz/100 CWT;
Cone Cone acid Cone aad Shan Columaw
Sand Moisture:7.0% Stone Moisture: n/1 Split Shan
COMPRESSIVE STRENGTH DATA
Cylinder ID C 15 A C 15 B C 15 C C 15 D
Date Cast 6/5/00 6/5/00 6/5/00 6/5/00
Date Tested 6/12/00 7/3/00 7/3/00 7/31/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.62 29.76 29.78 29.66
Load (lbs. ) 90,472
Str ss (psi) 31200
Type of Fracture a
Reviewed by. Date: Xid
The information stated on this report may not he reproduced except in its entirely without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. (Ise ofthe NVLAP designation does not represent endorsement by the NISI or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were perfor ned in general accordance with thefollowing AS7M standards:
C 39,C 31,C:94,C 143.C 172,C.'192,C 231.C 617,and C 1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a di1,ision Of
e 0000eeao o oVLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Hop River Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/5/00 Cylinder Set No. : C15
Time: 2:15 Truck No. : 115
Class Concrete: 3,000 psi Ticket No. : 4062
Total Quantity 46 cy Batch Time: 12:57
Batch Quantity: 8 cy
Method of Placement: chute
Air: Specified: 0.0
Measured: 2.0%
Location of Sample: Loading dock slab Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
Loading dock slabs and retaining wall Unit Weight: 150.94 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 74 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 55 degrees F
End Area: 28.27 sq in
Date Retrieved:
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to I cubic yard)
FractureCemllbs./cti./yd Sand: 1608.7 lbs./cu./yd a b
Types of
d eCein2451.3 lbs./cu./yd Water: 152.5 lbs./cu./yd
Cein 3 83.8 lbs./cti./yd Ad 1 Reo 35.0 oz/cu./yd t
Agg 1 663.7 lbs./cti./yd Ad2 oz/cti./yd X I j
Agg 2 Agg7 116.3 lbs./cu./yd Ad3 oz/cu./yd j j
Agg 3 1098.8 lbs./cti./yd Ad4 oz/100 CWT
Coat Cone aria Cone aad Shan Coluivaaac
Sand Moisture:7.0% Stone Moisture: n/a spra Sty
COMPRESSIVE STRENGTH DATA
Cylinder ID C 15 A C 15 B C 15 C C 15 D
Date Cast 6/5/00 6/5/00 6/5/00 6/5/00 Awa9 2,'
Date Tested 6/12/00 7/3/00 7/3/00 7/31/00 J' _GA
ZZ
Specimen Age 7 days) ( 28 days) 28 days) 56 days)P 9 Y ) Y ) ( Y ) Y )
i'C= o. -60 :a
Cyl.Weight(lbs. ) 29.62 29.76 29.78 29.66 0=
Load (lbs. ) 90,472 114,790 122,010 not
Stress (psi) 3,200 4,060 41320 tested
Type of Fracture a a a
Reviewed by: Date:
The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. (Ise ofthe NVLAP designation does not represent endorsement by the N1ST or NVLAP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with the following ASTM standards:
C39,C31,C94,C143,C172,C192,C231,C617,and C1231.
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Eastern A Division of
ldaterials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-o JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECK INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/10/00 Cylinder Set No. : C16
Time: 4:10 Truck No. : 152
Class Concrete: 3,000 psi Ticket No. : 196277
Total Quantity 460 cy Batch Time: 3:44
Batch Quantity: 10 cy Air: Specified: 0.0%Method of Placement: chute
Measured: 1.5%
Location of Sample: Floor column line 2J to H
Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
Unit Weight: 150.18 lbs/cu./ft.Floor column line 1-D to J, J1 to 5, 5I to
Plastic Wt. : Cylinder Wt. : XD, 5D to A.
Concrete Temperature: degrees F
Cylinder Size: 6 x 12 inches Ambient Temp:
Date Retrieved: 6/12/00EndArea: 28.27 sq in
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to I cubic yard)
y 1668.0 lbs./cu./yd Types of FcectumCemllbs./cu./ d Sand:
Cem2 464.0 lbs./cu./yd water: 139.2 lbs./cu./yd
b c d e
Cem 3 83.0 lbs./ctl./yd Ad 1 Reo 62.8 ozktl./yd
Agg 1 1/2" 668.0 lbs./ctl./yd Ad2 oz/cu./yd
Agg 2 3/8" 120.0 lbs./cu./yd Ada oz/ctl./ydL]Agg 3 3/4" 1104.0 lbs./ctl./yd Ado o7J 100 C%T Cope Cope aQ Coae MW ShUf GolMmwu
Sand Moisture:6.6% Stone Moisture: n/a Spas
COMPRESSIVE STRENGTH DATA
Cylinder ID C 16 A C 16 B C 16 C C 16 D
Date Cast 6/10/00 6/10/00 6/10/00 6/10/00
Date Tested 6/17/00 7/8/00 7/8/00 8/5/00
Specimen Age 7 days) ( 28 days) ( 28 days) (56 days)
Cyl.Weight(lbs. ) 29.47 29.84 29.72 29.92
Load (lbs. ) 103,220
Stress (psi) 3,650
Type of Fracture a
Reviewed by Date: & /au
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJawerski Geotech,Inc. Use ofthe XPLAP designation does not represent endorsement by the NISI or NYLAP.Reports are relevant only to
items tested,and no other aunbution may be made. Sampling andtesting wereperformed ingeneralaccordance with thefollowingAS7Mstandards:
C39,C31,C94,C143,C172,C192,C231,C617,and C1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP #10315-o JAWORSKI GEOTECH, INC. JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/10/00 Cylinder Set No. : C17
Time: 5:00 Truck No. : 134
Class Concrete: 3,000 psi Ticket No. : 4163
Total Quantity 460 cy Batch Time:
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: 0.0$
Measured: 1.25 %
Location of Sample: Column line 3-J to H
Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
Floor column line 1D to J, J-1 to 5, 5-J to
Unit Weight: 152.27 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
D, 5D to A
Concrete Temperature: 78 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 70 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/12/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic yar n
Cem 1 lbs./cu./yd sand: 1680.0 lbs./cu
Types of Fs7actu e
yd $b c d eCem2460.0 lbs./cu./yd water: 133.5 lbs./cu./yd
Cem 3 531.0 lbs.kti./yd Ad I Rco 63.6 oz/cu./yd
Agg 1 735.0 lbs./cu./yd Ad2 o7Jctl./yd
Agg 2 786.0 lbs./cu./yd Ad3 o-r/cu./yd
Agg 3 1896.0 lbs.kti./yd Ad4 o7J100 CWT
Cows Cope a a CAW=w Suur Coleman
Sand Moisture: n/a Stone Moisture: n/a Spar
COMPRESSIVE STRENGTH DATA
Cylinder ID C 17 A C 17 B C 17 C C 17 D
Dat Cast 6/10/00 6/10/00 6/10/00 6/10/00
Date Tested 6/17/00 7/8/00 7/8/00 8/5/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.88 29.74 29.94 29.96
Load (lbs. ) 101,340
Stress (psi) 31580
Type of Fracture a
Revi w d by- Date:
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe JVK AP designation does not represent endorsement by the NIST or NK AP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing AMU standards:
C 39,C.31,C 94,C 143,C:172,C:192,C 231.C 617.and C 1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-o JAWORSKI GEOTECH, INC.JAWORSKI
CONCRETE DATA SUMMARY
cEoTEcx, INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/10/00 Cylinder Set No. : C18
Time: 5:30 Truck No. : 172
Class Concrete: 3,000 psi Ticket No. : 4166
Total Quantity 460 cy Batch Time: 4:47
Batch Quantity: 10 cy Air: Specified: 0.0%Method of Placement: chute
Measured: 2.0%
Location of Sample: Column line 4J to H
Slump Specified: 4.0" max
Measured: 3.5"
Total Location of Placement:
Floor column line 1D to J, J-1 to 5, 5-J to
Unit Weight: 151.76 lbs/cu./ft.
plastic wt. : cylinder wt. : XD, 5D to A
Concrete Temperature: 76 degrees F
12 Ambient Temp: 76 degrees FCylinderSize. 6 x inches
End Area: 28.27 sq in Date Retrieved: 6/12/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cub*c_yard)
Ceml lbs./cu./yd Sand: 1676.0 Ibs./ctl./yd Types of Ructwe
Cetn2 460.0 lbs./cti./yd water: 132.5 lbs./cti./yd a b c d e
Cem 3 69.0 lbs./cu./yd Ad I oz/ctl./yd 1 11
Agg 1 702.0 lbs./cu./yd Ad2 Reo 64.6 odctl./yd
Agg 2 Agg 7 X A ~82.0 Ibs./cu./yd Ada ozlcu./yd • 11
Agg 3 1104.0 lbs./ctl./yd A& oz/100 CWT•If rZ 16 fit
Cone COOL tW CW MW Shan Cotemau
Sand Moisture:6.5% Stone Moisture: n/a Sda Shen
COMPRESSIVE STRENGTH DATA
Cylinder ID C 18 A C 18 B C 18 C C 18 D
Date Cast 6/10/00 6/10/00 6/10/00 6/10/00
Date Tested 6/17/00 7/8/00 7/8/00 8/5/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.W ight(lbs. ) 29.78 29.74 30.00 29.72
Load (lbs. ) 95,218
Stress (psi) 31370
Type of Fracture a
Review d by. Date:
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJawars1a Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NIST or NYLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling andtesting were performed in general accordance with thefollowing ASTW standards:
C39,C31,C94,C143,C172,C'192,C231.C617.and C1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP #10315m JAWORSKI GEOTECH, INC. o
JAWORSKI
CONCRETE DATA SUMMARY GEOTECH, INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/10/00 Cylinder Set No. : C19
Time: 6:17 Truck No. : 160
Class Concrete: 3,000 psi Ticket No. : 4171
Total Quantity 460 cy Batch Time: 5:20
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: 0.0$
Measured: 2.25 %
Location of Sample: Column line 4H to G
Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
Floor column line 1D to J, J-1 to 5, 5J to Unit Weight: 151.86 lbs/cu./ft.
D, 5D to A Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 78 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 76 degrees F
f`
End Area: 28.27 sq in Date Retrieved: 6/12/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubicsyard)
Ceml lbs./ctl./yd Sand: 1677.0 lbs./cu./yd Types of Famewe
Cem2 448.0 lbs./cu./yd water: 133.0 Ibs./cu./yd a b C d e
Cem 3 82.0 lbs./cu./yd Ad I Rco 64.0 oz/cu./yd
Agg 1 657.0 Ibs./cu./yd Ad2 oz/ctl./yd
Agg 2 Agg 7 126.0 lbs./cti./yd Ada dozku./y •" -
11
Agg 3 1113.0 lbs./cu./yd Ado 0z1100 CWT Coae Goretuie Coae OW SkV GoleMwu
Sand Moisture:6.5% Stone Moisture: tt/a
COMPRESSIVE STRENGTH DATA
Cylinder ID C 19 A C 19 B C 19 C C 19 D
Date Cast 6/10/00 6/10/00 6/10/00 6/10/00
Date Tested 6/17/00 7/8/00 7/8/00 8/5/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.80 29.80 29.88 29.98
Load (lbs. ) 118,550
Str so (psi) 4,190
Type of Fracture a
Revi wed by• Date: 6o I...7o/cAO
The information stated on this report may not be reproduced except in its entirely without the express written consent gWastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NKAP designation does not represent endorsement by theNIST or NKAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing AS7M standards:
C 39,C 31,C.94,C.143,C 172,C:/92,C 231.C 617,and('1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratoryfadivisionof
VLAP #10315-o JAWORSKI GEOTECH, INC. JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/10/00 Cylinder Set No. : C20
Time: 7:08 Truck No. : 155
Class Concrete: 3,000 psi Ticket No. : 4176
Total Quantity 460 cy Batch Time: 5:55
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: 0.0$
Measured: 1.75 $
Location of Sample: Column line 3F to G
Slump Specified: 4.0" max
Measured: 3.5"
Total Location of Placement:
Unit Weight: 143.91 lbs/cu./ft.Floor column line 1D to J, J-1 to 5, 5J to
Plastic Wt. : Cylinder Wt. : X
D, 5D to A
Concrete Temperature: 76 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 80 degrees F
End Area: 28.27 sq in Date Retrieved: 6/12/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubicyard)
Ceml lbs./cu./yd sand: 1664.0 Ibs./cu./yd Types of Fmctrc
y 128.0 lbs./cll./yd a b C d eCeln2451.0 Ibs./cll./ d Water
Celn 3 79.0 lbs./cu./yd Ad 1 ozlal./yd 1 1
Agg 1 663.0 Ibs./cu./•yd Ad2 Rco 64.0 odcu./yd X ItAgg2Agg7123.0 lbs./ctl./yd Ad3 odcti./ydJk 1
Agg 3 1101.0 lbs./ctl./yd Ad4 o7J100 CWT
Cow Cone aria Cone and shm ColuMwu
Sand Moisture:6.5% Stone Moisture: n/a sort shr
COMPRESSIVE STRENGTH DATA
Cylind r ID C 20 A C 20 B C 20 C C 20 D
Date Cast 6/10/00 6/10/00 6/10/00 6/10/00
Date Tested 6/17/00 7/8/00 7/8/00 8/5/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 28.24 28.06 28.26 28.12
Load (lbs. ) 77,222
Str ss (psi) 2,730
Type of Fracture a
R vi wed by: te:(p Aa/w
The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworsb Geotech,Inc. Use oftheNVLAP designation does not represent endorsement by theNISI orNK AP.Reports are relevant onlyto
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing AS7M standards:
C39,C31,C94,C'143,C172,C:192,C'231,('617.and C1231.
Eastern A Division of
Haterials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI
CONCRETE DATA SUMMARY
cEoTECH, INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/10/00 Cylinder Set No. : C21
Time: Truck No. : 174
Class Concrete: 3,000 psi Ticket No. : 4182
Total Quantity 460 cy Batch Time: 6:38
Batch Quantity: 10 cy Air: Specified: 0.0%Method of Placement: chute
Measured: 1.25 %
Location of Sample: Column line 2F to G
Slump Specified: 4.0" max
Measured: 4.5"
Total Location of Placement:
Floor column line 1D to J, J-1 to 5, 5J to
Unit Weight: 151.05 lbs/cu./ft.
plastic Wt. : Cylinder Wt. : XD, 5D to A
Concrete Temperature: 78 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 80 degrees F
Date Retrieved: 6/12/00EndArea: 28.27 sq in
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cultic yard)
Ceml lbs./cm/yd sand: 1675.0 lbs./cu./yd Types of Feack
Cem2 449.0 lbs./ctl./yd water: 136.5 lbs./cu./yd
a b c d e
Cem 3 800.0 lbs./cu./yd Ad I Reo 63.6 o Jcu./yd 1 1
Agg 1 660.0 lbs./cm/yd Ad2 ozlcu./yd •( j
Agg 2 Agg 7 126.0 lbs./cu./yd Ada oz/ctl./yd ,` 1
Agg 3 1101.0 Ibs./cu./yd AN oil 100 CW'I'
Coae coae awe CAM sbW Golwfnwu
Sand Moisture:6.50/4, Stone Moisture: ii/a So&Sku
COMPRESSIVE STRENGTH DATA
Cylinder ID C 21 A C 21 B C 21 C C 21 D
Date Cast 6/10/00 6/10/00 6/10/00 6/10/00
Date Tested 6/17/00 7/8/00 7/8/00 8/5/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.W ight(lbs. ) 29.64 29.69 29.70 29.69
Load (lbs. ) 90,274
Stress (psi) 3,190 n
Type of Fracture a
Revi wed by:--W Date: (p/e/v J
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Ilse ofthe NVL 4P designation does not represent endorsement bythe NISI or NK AP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed ingeneral accordance with thefollowing AS714 standards:
C39,C.31,C.94,C:143,C172,C192,C231.C617.andC1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of o
WLAP #10315-o JAWORSKI GEOTECH, INC. JAWORSKI
CONCRETE DATA SUMMARY
cEoTEcx,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/10/00 Cylinder Set No. : C22
Time: 8:57 Truck No. : 159
Class Concrete: 3,000 psi Ticket No. : 4191
Total Quantity 460 cy Batch Time: 8:22
Batch Quantity: 10 cy
Air: Specified: 0.0%Method of Placement: chute
Measured: 1.75 %
Location of Sample: Column line 4F to E
Slump Specified: 4.0" max
Measured:
Total Location of Placement:
Floor column line 1D to J, J-1 to 5, 5J to Unit Weight: 152.27 lbs/cu./ft.
plastic Wt. : Cylinder Wt. : XD, 5D to A
Concrete Temperature: degrees F
12 Ambient Temp: 90 degrees FCylinderSize. 6 x inches
Date Retrieved: 6/12/00EndArea: 28.27 sq in
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic yard)
Ceml lbs./ctl./yd sand: 1671.0 lbs./ctl./yd Types of Raft"
Cem2 449.0 lbs./ctl./yd water: 132.5 lbs./ctl./yd $b c d e
Cem 3 81.0 lbs./ctl./yd Ad I Reo 63.6 ozktl./yd t
Agg 1 837.0 lbs./cu./yd Ad2 ozJcu./yd Xf j
Agg 2 Ibs./cu./yd Ada ozlcu./yd
Agg 3 1044.0 Ibs./ctl./Yd AN ozJ 100 CWT
Cow Cow Sbw cewmmf
Sand Moisture:6.5% Stone Moisture: ii/c1 Spar
COMPRESSIVE STRENGTH DATA
Cylinder ID C 22 A C 22 B C 22 C C 22 D
Date Cast 6/10/00 6/10/00 6/10/00 6/10/00
Dat Tested 6/17/00 7/8/00 7/8/00 8/5/00
Specim n Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.W ight(lbs. ) 29.88 30.00 29.92 29.78
Load (lbs. ) 95,712
Stress (psi) 3,390
Type of Fracture a
R vi wed by. Date r /Vu
The information stated on this report may not be reproduced except to its entirety without the express written consent ofEastern Materials Testing
a division ofJaworsla Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NIST orNYLAP.Reports are relevant only to
items tested,andno other attribution maybe made. Sampling and testing were performed in general accordance with thefollowing AMU standards:
C39,C31,C94,C143,C:172,C192,C'231,C617.and C 1231.
Eastern A Division of
ldaterials
Testing
Laboratory Eastern Materials Testing Laboratory
a division()f o
VLAP #10315-o JAWORSKI GEOTECH, INC.JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/10/00 Cylinder Set No. : C23
Time: 9:35 Truck No. : 174
Class Concrete: 3,000 psi Ticket No. : 4195
Total Quantity 460 cy Batch Time: 8:47
Batch Quantity: 10 cy Air: Specified: 0.0%Method of Placement: chute
Measured: 2.0%
Location of Sample: Column line 2F to E
Slump Specified: 4.0" max
Measured: 4.5"
Total Location of Placement:
Unit Weight: 151.86 lbs/cu./ft.Floor column line 1D to J, J-1 to 5, 5J to
plastic Wt. : Cylinder Wt. : XD, 5D to A
Concrete Temperature: 78 degrees F
12 Ambient Temp: 90 degrees FCylinderSize. 6 x inches
Date Retrieved: 6/12/00EndArea: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to I cubic,hard)
Ceml lbs./cti./yd Sand: 1686.0 lbs./ctl./yd Types of Fhwtwe
Cem2 458.0 lbs./cu./yd water: 133.5 lbs./cti./yd a b c d e
Cem 3 73.0 lbs./cu./yd Ad 1 Reo 63.6 o7lcti./yd f
Agg 1 675.0 lbs./ctl./yd Ad2 ozJctl./yd j
Agg 2 Agg 7 114.0 lbs./cu./ d Ada oz/cu./ d - 11
Agg 3 1098.0 Ibs./ctl./yd AN oz/100 CW'I=ItCope CANC IM COW MW SkU ColuMwu
Sand Moisture:6.5% Stone Moisture: n/a Wit Ska
COMPRESSIVE STRENGTH DATA
Cylinder ID C 23 A C 23 B C 23 C C 23 D
Date Cast 6/10/00 6/10/00 6/10/00 6/10/00
Date Tested 6/17/00 7/8/00 7/8/00 8/5/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.80 29.78 29.76 29.82
Load (lbs. ) 68,818
Str so (psi) 21430
Typ of Fracture a
R viewed by: Date:
The information statedon thisreport may not bereproduced except in its entirety without the express written consent ofEastern Adaterials Testing
a division ofJawerski Geotech,Inc. (!se oftheNVLAP designation does not represent endorsement bytheN)ST orNVLAP.Reports are relevantonlyto
items tested,andno other attribution maybe made. Sampling and testing were performed ingeneralaccordance with thefollowingAS7Mstandards:
C 39,C 31.C 94,C:143,C 172,C 192,C 231.('617.and C 1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a dh,i.vi on Of o
VLAP #10315-0 JAWORSKI GEOTECH, INC. JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH. INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/10/00 Cylinder Set No. : C24
Time: 11:04 Truck No. : 159
Class Concrete: 3,000 psi Ticket No. : 4202
Total Quantity 460 cy Batch Time: 9:51
Batch Quantity: 10 cy Air: Specified: 0.0%Method of Placement: chute
Measured: 2.0%
Location of Sample: Column line 4E to D
Slump Specified: 4.0" max
Measured: 2.5"
Total Location of Placement:
Floor column line 1D to J, J-1 to 5, 5J to
Unit Weight: 150.54 lbs/cu./ft.
D, 5D to J Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 80 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 90 degrees F
End Area: 28.27 sq in Date Retrieved: 6/12/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced toI cubic yard)
Ceml lbs./cu./yd Sand: 1674.0 lbs./cu./yd Types of Fmcbxe
Cem2 463.0 lbs./cu./ d water: a b C d ey134.5 Ibs./cu./yd
Cem 3 68.0 lbs./cu./yd Ad 1 Reo 64.0 oz/cu./yd I 11
Agg 1 654.0 lbs./ctl./yd Ad2 ozku./yd
Agg 2 Agg 7 132.0 lbs./cu./yd Ad3 odcu./ d
Agg 3 1098.0 lbs./ctl./yd AN oz1100 CWT
Coae VConc and Coae w4 Sty Colvmvw
Sand Moisture:6.5% Stone Moisture: n/a Wa shelf
COMPRESSIVE STRENGTH DATA
Cylinder ID C 24 A C 24 B C 24 C C 24 D
Date Cast 6/10/00 6/10/00 6/10/00 6/10/00
Date Tested 6/17/00 7/8/00 7/8/00 8/5/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.54 29.54 29.82 29.52
Load (lbs. ) 96,998
Str so (psi) 3,430
Type of Fracture a
Reviewed by. e;6 4vto v.,
The information statedon this report may not be reproduced except in itsentirety without the express written consentofEastern Materials Testing
a division ofJaworsb Geotech,Inc. Use ofthe NK AP designation does not represent endorsement by the NISI or NVLAP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with the following AS71W standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,('617,and C 1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
n division cif
VLAP #10315-o JAWORSKI GEOTECH, INC. o a aeaa'e'o
JAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/10/00 Cylinder Set No. : C25
Time: 11:30 Truck No. : 144
Class Concrete: 3,000 psi Ticket No. : 196296
Total Quantity 460 cy Batch Time: 10:41
Batch Quantity: 10 cy
Method of Placement: chute
Air: specified: Q.O
Measured: 2.0%
Location of Sample: Column line 2E to D
Slump Specified: 4.01' max
Measured: 4.0"
Total Location of Placement:Unit Weight: 152.57 lbs/cu./ft.
Floor column line 1D to J, J-1 to 5, SJ to
Plastic Wt. : Cylinder Wt. : X
D, 5D to A
Concrete Temperature: 80 degrees F
Ambient Temp: 90 degrees F
Cylinder Size: 6 x 12 inches
Date Retrieved: 6/12/00
End Area: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic,hard)
Ceml lbs./ctl./yd sand: 1660.0 lbs./cu./yd Types of Fracture
Celn2 448.0 lbs./cu./yd water: 142.4 lbs./cu./yd a b C d e
Cem 3 86.0 lbs./cu./yd Ad 1 MB 997 63.0 o Jcu./yd
Agg 1 1/2" 680.0 Ibs./cll./yd Ad2 oz/ctl./yd
Agg 2 3/8" 124.0 lbs./cu./yd Ada o7lcll./yd 1
Agg 3 3/4" 1104.0 Ibskti./yd Ad4 o7J100 CWT
Cow Cow aria Gone=hd Shear Golumeu
Sand Moisture:6.3% Stone Moisture: n/a wit Sku
COMPRESSIVE STRENGTH DATA
Cylinder ID C 25 A C 25 B C 25 C C 25 D
Date Cast 6/10/00 6/10/00 6/10/00 6/10/00
Date Tested 6/17/00 7/8/00 7/8/00 8/5/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.94 29.84 29.74 29.90
Load (lbs. ) 93,339
Str so (psi) 3,300
Type of Fracture a
Reviewed by.• Date.• 1,.7d1C"V
The information stated on this report may not he reproduced except in itsentirety without the express written consent ofEasternMaterials Testing
a division ofl~rski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with thefollowing AS7Mstandards:
C39,C31,C.94,C143,C172,C'.192,C:231,C617.and C'1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-0 JAWORSKI GEOTECH, INC.JAWORSKI
CONCRETE DATA SUMMARY cEoTECH,INC.
Proj ct: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Cli nt: Target Stores Subcontractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placem nt Date: 6/10/00 Cylinder Set No. : C16
Time: 4:10 Truck No. : 152
Class Concrete: 3,000 psi Ticket No. : 196277
Total Quantity 460 cy Batch Time: 3:44
Batch Quantity: 10 cy Air: Specified: 0.0%M thod of Placement: chute
Measured: 1..5%
Location of Sample: Floor column line 21 to H
Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
Unit Weight: 150.18 lbs/cu./ft.Floor column line 1-D to J, J1 to 5, 5I to
plastic Wt. : Cylinder Wt. : XD, 5D to A.
Concrete Temperature: degrees F
Cylind r Size: 6 x 12 inches
Date Retrieved:
Ambient Temp:
6/12/00EndArea: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TI(MET INFORMATION(reduced to 1 cubic yard)
Ceml lbs./ctl./yd Sand: 1668.0 lbs./cii./yd Types of Fracture
Cem2 464.0 lbs./cu./yd Water: 139.2 lbs./ctl./yd a b c d e
Cem 3 83.0 lbs./ctl./yd Ad I Rco 62.8 oz/ctl./yd t t
Agg 1 1/2" 668.0 lbs./ctl./yd Ad2 oz/cii./yd 1
Agg 2 3/8" 120.0 lbs./ctb./yd Ad3 oz/ctl./yd \
Agg 3 3/4" 1104.0 lbs./ctl./yd AN oz/100 CWT a it
Cow Cone aid Cone arA Shur C Ammom
Sand Moisture:6.6% Stone Moisture: n/1 Split Shag-
COMPRESSIVE STRENGTH DATA
Cylinder ID C 16 A C 16 B C 16 C C 16 D
Date Cast 6/10/00 6/10/00 6/10/00 6/10/00 w
Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 Av%0 JOE j ' C1 .%
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.47 29.84 29.72 29.92
5120
Load (lbs. ) 103,220 138,520 150,580 not
SS ,FNSEStress (psi) 3,650 41900 5,330 tested IyALE
Type of Fracture a a a
i llll lfl lNIII}n
Reviewed by: /J-? Date: 71SIA v
The information stated on this report may not he reproduced except in its entirety without the express written consent ofEasternMaterials Testing
a division ofJaworski Geotech,Inc. (Ise ofthe NVLAP designation does not represent endorsement by the NISI orNVLAP.Reports are relevantonlyto
items tested,and no other attribution may he nade. Sampling and testing were performed in general accordance with thefollowing ASTM standards:
C39,C31,C:94,C143,C.172,C19ZC231,C617.and C1231.
Eastern A Division of
Materials
TestingVlLaboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-JAWORSKI GEOTECH, INC. JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Proj ct: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/10/00 Cylinder Set No. : C17
Time: 5:00 Truck No. : 134
Class Concrete: 3,000 psi Ticket No. : 4163
Total Quantity 460 cy Batch Time:
Batch Quantity: 10 cy
Method of Placement: chute
Air: specified: 0.0$
Measured: 1.25 $
Location of Sample: Column line 3-J to H
Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
Unit Weight: 152.27 lbs/cu./ft.Floor column line 1D to J, J-1 to 5, 5-J to Plastic Wt. : Cylinder Wt. : X
D, 5D to A
Concrete Temperature: 78 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 70 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/12/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic yard)
Ceml Ibs./cu./yd sand: I680.0 lbs./cu Types of Fmcture./yd
a b c d eCeln2460.0 lbs./cu./yd water: 133.5 lbs./cu./yd
Cem 3 531.0 lbs./cu./yd Ad 1 Rco 63.6 oz/cu./yd 1
Agg 1 735.0 lbs./cu./yd Ad2 oz/cll./yd XAgg2786.0 lbs./cti./yd Ad3 ozJctl./yd ? \A
Agg 3 1896.0 Ibs./cii./yd AN oz/100 CWT
Cow Crone aria Gone and Skcu Coleman
Sand Moisture: n/1 Stone Moisture: n/a soil shay
COMPRESSIVE STRENGTH DATA
Cylinder ID C 17 A C 17 B C 17 C C 17 D
Date Cast 6/10/00 6/10/00 6/10/00 6/10/00
Date Tested 6/17/00 7/8/00 7/8/00 8/5/00
J.pF coNN c
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days) CO 9
Cyl.Weight(lbs. ) 29.88 29.74 29.94 29.96
20 [rLoad (lbs. ) 101,340 125,960 129,090 not
Stress (psi) 3,580 4,450 4,570 tested
Type of Fracture a a a ON/A`II
1`\\\\
Reviewed by: xb) Date: 7 e310G
The information stated on this report may not he reproduced except to its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski C.eotech,Inc. Use of the NVL4P designation does not represent endorsement by the NISI or NVLAP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing were peiformed in general accordance with thefollowing ASTM standards:
C 39,C 31,C 94,C 143,C 172,C I9Z('231,C 617.and C 1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
NVLAP#10315- JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Proj ct: Target Project No.: 00141C
South Windsor, CT Contractor: Konover Construction
Cli nt: Target Stores Subcontractor: Gargiulo Construction
Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Plac m nt Date: 6/10/00 Cylinder Set No. : C18
Time: 5:30 Truck No. : 172
Class Concrete: 3,000 psi Ticket No. : 4166
Total Quantity 460 cy Batch Time: 4:47
Batch Quantity: 10 Cy
Method of Placement: chute
Air: Specified: 0.0$
Measured: 2.0$
Location of Sample: Column line 4J to H
Slump Specified: 4.0" max
Measured: 3.5"
Total Location of Placement:
Floor column line 1D to J, J-1 to 5, 5-J to
Unit Weight: 151.76 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
D, 5D to A
Concrete Temperature: 76 degrees F
Cylinder Size: 6 a 12 inches Ambient Temp: 76 degrees FDateRetrieved: 6/12/00EndArea: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic yard)
Celnl lbs./ctl./yd sand: 1676.0 lbs./cu./yd Types of Fracture
C=2 460.0 lbs./cu./yd water: 132.5 lbs./cu./yd a b C d e
Cem 3 69.0 lbs.lieu./yd Ad 1 oz/cu./yd 1 1
Agg 1 702.0 lbs./cu./yd Ad2 Reo 64.6 o7lcu./yd
Agg 2 Agg 7 82.0 lbs./cti lyd Ada ozlcu./yd 11
Agg 3 1104.0 lbs./cu./yd Ado ozJ100 CWT
Cam Cone aid Gone and Sheet Columeat
Sand Moisture:6.5% Stone Moisture: lt/a sdn shay
COMPRESSIVE STRENGTH DATA
Cylinder ID C 18 A C 18 B C 18 C C 18 D
Date Cast 6/10/00 6/10/00 6/10/00 6/10/00
G ON
Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 CE
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days) s G-'=
Cyl.Weight(lbs. ) 29.78 29.74 30.00 29.72 4
Load (lbs. ) 95,218 137,630 145,940 notes 5120
CEl:NSf
Stress (psi) 3,370 4,870 5,160 tested i
1
Type of Fracture a a a
Revi wed by: 4?3 Date: 7M/aG
The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. (Ise ofthe NVLAP designation does not represent endorsement by the NIST orNVLAP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing were perforiued in general accordance with thefollowing ASTM standards:
C 39,C 31,C 94,C 143,C 172,C'192,('231,('b17,and('1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-d JAWORSKI GEOTECH, INC.Ra
JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Proj ct: Target Project No.: 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Construction
Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placem nt Date: 6/10/00 Cylinder Set No. : C19
Time: 6:17 Truck No. : 160
Class Concrete: 3,000 psi Ticket No. : 4171
Total Quantity 460 cy Batch Time: 5:20
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: 0.0$
Measured: 2.•25 %
Location of Sample: Column line 4H to G
Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
Floor column line 1D to J, J-1 to 5, 5J to
Unit Weight: 151.86 lbs/cu./ft.
D, 5D to A Plastic Wt.: Cylinder Wt. : X
Concrete Temperature: 78 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 76 degrees F
End Area: 28.27 sq in Date Retrieved: 6/12/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic,,aird)
y 1677.0 lbs./cu./yd Types of FractureCelnllbs./ctl./ d Sand:
Cem2 448.0 lbs./ctl./yd water: 133.0 lbs./cu./yd
a b c d e
Cem 3 82.0 lbs./ctl./yd Ad 1 Reo 64.0 ozkmifyd
Agg 1 657.0 lbs./ctl./yd Ad2 ozlctl./yd
Agg 2 Agg 7 126.0 lbs./cu./yd Ada ozlctl./ d A /1
y / / / 11
Agg 3 1113.0 lbs./ctl./yd A& OZ/100 CWT Cone Coae grid Cone and Shear Columau
Sand Moisture:6.5% Stone Moisture: l/'l sok Shear
COMPRESSIVEIVE TREN TH DATA
Cylinder ID C 19 A C 19 B C 19 C C 19 D
Date Cast 6/10/00 6/10/00 6/10/00 6/10/00 1 u i iuuiiiaii,,
81 OF
Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 CE 'y;
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.80 29.80 29.88 29.98 0 15120
Load (lbs. ) 118,550 149,000 162,450 not
Stress (psi) 4,190 5,270 5,750 tested ONAL n
Type of Fracture a a a
Reviewed by:Date: 7/8/4C
The information stated on this report may not he reproducedexcept in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. (Ise ofthe NVLAP designation does not represent endorsement by the NIST or NV1AP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing ASTM standards:
C 39,C 31,C 94,C 143,C:172,C 192,C 231,C 617,and C 1231.
Eastern A Division of
Xterials
Laboraga ory Eastern Materials Testing LaboratoryLaborato
a division of
V 0.00 00 e•0vLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Proj ct: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Cli nt: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Plac m nt Date: 6/10/00 Cylinder Set No. : C20
Time: 7:08 Truck No. : 155
Class Concrete: 3,000 psi Ticket No. : 4176
Total Quantity 460 cy Batch Time: 5:55
Batch Quantity: 10 cy Air: Specified: 0.0%Method of Placement: chute
Measured: 1..75 %
Location of Sample: Column line 3F to G
Slump Specified: 4.0" max
Measured: 3.5"
Total Location of Placement:
Floor column line 1D to J, J-1 to 5, 5J to Unit Weight: 143.91 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
D, 5D to A
Concrete Temperature: 76 degrees F
Cylinder Size: 6 a 12 inches
Ambient Temp: 80 degrees FDateRetrieved: 6/12/00
End Area: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic yard)
Ceml lbs./ctt./yd sand: 1664.0 Ibs./cu./yd Types of Fracture
a b c d eCem2451.0 lbs./cti./yd water: 128.0 lbs./cu./yd
Cem 3 79.0 Ibs./ctl./yd Ad l o Jcu./yd t
Agg 1 663.0 lbs./cti./yd Ad2 Rco 64.0 o7kti./yd •kAgg2Agg7123.0 Ibs./cu./yd Ada orJctt./yd ? \
Agg 3 1101.0 lbs./cu./yd Ado o7J100 CWT IL
Cow Owe and Cow aad Sheaf Columau
Sand Moisture:6.5% Stone Moisture: n/a SP61 Shea
COMPRESSIVE STRENGTH DATA
Cylinder ID C 20 A C 20 B C 20 ' C C 20 D
Date Cast 6/10/00 6/10/00 6/10/00 6/10/00
a11uDateTested6/17/00 7/8/00 7/8/00 8/5/00 C011J y
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)SI %, G
Cyl.Weight(lbs. ) 28.24 28.06 28.26 28.12 a7};
Load (lbs. ) 77,222 97,888 95,811 not S120
Stress (psi) 2,730 3,460 3,390 tested 61 ,',`\\\\
Type of Fracture a a a
Reviewed by: A': 3 Date: 7/9/6c
The information stated on this report may not he reproduced arcept in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. (Ise ofthe NHAP designation does not represent endorsement by the NIST or NVL AP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with thefollowing ASTM standards:
C39,C:31,C94,C143,C172,C1921C231,('617,and C1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI
CONCRETE DATA SUMMARY
cEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Cli nt: Target Stores Subcontractor: Gargiulo Construction
Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Plac m nt Date: 6/10/00 Cylinder Set No. : C21
Time: Truck No. : 174
Class Concrete: 31000 psi Ticket No. : 4182
Total Quantity 460 cy Batch Time: 6:38
Batch Quantity: 10 cy Air: Specified: 0.0$Method of Placement: chute
Measured: 1.25 %
Location of Sample: Column line 2F to G
Slump Specified: 4.0" max
Measured: 4.5"
Total Location of Placement:
Unit Weight: 151.05 lbs/cu./ft.Floor column line 1D to J, J-1 to 5, 5J to
Plastic Wt. : Cylinder Wt. : X
D, 5D to A
Concrete Temperature: 78 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 80 degrees FDateRetrieved: 6/12/00EndArea: 28.27 sg in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cubic yard)
Celnl lbs./ctl./yd sand: 1675.0 Ibs./cu./yd Types of Fracture
a b c d eCem2449.0 lbs./ctl./yd water: 136.5 Ibs./ctl./yd
Cem 3 800.0 lbs./cu./yd Ad 1 Rco 63.6 oz/cu./yd 1 1
Agg 1 660.0 lbs./ctl./yd Ad2 o7lctl./yd
Agg 2 Agg 7 126.0 Ibs./ctl./yd Ad3 ozlcu./yd
Agg 3 1101.0 lbs./ctl./yd A& or/100 CWT
Coae Coae aid Cone avA Shur Colemear
Sand Moisture:6.5% Stone Moisture: tVa sdir Shor
COMPRESSIVE STRENGTH DATA
Cylinder ID C 21 A C 21 B C 21 C C 21 D
Date Cast 6/10/00 6/10/00 6/10/00 6/10/00 1111111111111/////////CON
Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 EiiA `\
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.64 29.69 29.70 29.69
15120
Load (lbs. ) 90,274 125,870 133,580 not
Stress (psi) 3,190 4,450 4,720 tested
ONAI.Type of Fracture a a a
Reviewed by: 146 i Date: ?1le/G G
The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Ilse ofthe Nl2AP designation doe v not represent endorsement by the NIST orNVLAP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and tasting were performed in general accordance with thefollowing AS7M standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,('617.and C 1231.
Eastern A Division of
Mat rials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-o JAWORSKI GEOTECH, INC.JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/10/00 Cylinder Set No. : C22
Time: 8:57 Truck No. : 159
Class Concrete: 3,000 psi Ticket No. : 4191
Total Quantity 460 cy Batch Time: 8:22
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: 0.0
Measured: 1,75 %
Location of Sample: Column line 4F to E
Slump Specified: 4.0" max
Measured: not available
Total Location of Placement:
Unit Weight: 152.27 lbs/cu./ft.Floor column line 1D to J, J-1 to 5, 5J to
Plastic Wt. : Cylinder Wt. : XD, 5D to A
Concrete Temperature: degrees F
Cylinder Size: 6 a 12 inches Ambient Temp: 90 degrees FDateRetrieved: 6/12/00EndArea: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cubic yard)
Ceml lbs./ctl./yd sand: 1671.0 lbslctl./yd Types of Fracture
Celn2 449.0 lbs./ctl./yd water: 132.5 lbs./ctl./yd a b C d e
Cem 3 81.0 lbs./cu./yd Ad 1 Rco 63.6 oz/cu./yd 1 1
Agg 1 837.0 lbs./ctl./yd Ad2 ozJctl./yd
Agg 2 lbs./ctl./yd Ad3 o7Jctl./yd /\ n / 11
Agg 3 1044.0 Ibs./cu./yd AN ozJ100 CWT V ` 11
l l
Cam Coae aid Coae and Shur Columnar
Sand Moisture:6.5% Stone Moisture: 11/i1 soot spar
COMPRESSIVE STRENGTH DATA
Cylinder ID C 22 A C 22 B C 22 C C 22 D
Date Cast 6/10/00 6/10/00 6/10/00 6/10/00
IIIIJIIllllCll/Ol//i///
Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 0
E CSpecimenAge7days) ( 28 days) ( 28 days) ( 56 days)s G
9_a_
Cyl.Weight(lbs. ) 29.88 30.00 29.92 29.78
15120Load (lbs. ) 95,712 123,290 129,620 not
Stress (psi) 3,390 4,360 4,580 tested S,
C,FNS'O'\`
Type of Fracture a a a ONAIINII
Reviewed by:7.7 Date:
The information stated on this report may,not be reproduced except in its entirely without the express written consent ofEastern Materials Testing
a division ofJaworskl Geotech,Inc. Use ofthe MILfiPdesignation does not represent endorsement by the NISTor NVLfiP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing ASTM standards:
C 39,C:11,C 94,C:143,C 172,C 192,('231,('617,and C 1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a dh4s%on of
VLAP#10315- JAWORSKI GEOTECH, INC.JAWORSKI
MOTECH,INC.
CONCRETE DATA SUMMARY
Proj ct: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Plac m nt Date: 6/10/00 Cylinder Set No. : C23
Time: 9:35 Truck No. : 174
Class Concrete: 3,000 psi Ticket No. : 4195
Total Quantity 460 cy Batch Time: 8:47
Batch Quantity: 10 cy Air: Specified: 0.0$M thod of Placement: chute
Measured: 2.0%
Location of Sample: Column line 2F to E
Slump Specified: 4.0" max
Measured: 4.5"
Total Location of Placement:
Floor column line 1D to J, J-1 to 5, 5J to
Unit Weight: 151.86 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : XD, 5D to A
Concrete Temperature: 78 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 90 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/12/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to l cubic y ird)
Celnl Ibs./ctl./yd sand: 1686.0 lbs./cu./yd Types of Fracture
a b c d eCem2458.0 Ibs./ctl./yd water: 133.5 lbs./ctl./yd
Cem 3 73.0 lbs./cu./yd Ad l Reo 63.6 o7kti./yd t
Agg 1 675.0 lbs./ctl./yd Ad2 ozktl./yd j
Agg 2 Agg 7 114.0 Ibs./ctl./yd Ad3 ozktl./yd
Agg 3 1098.0 Ibs./ctl./yd Ad4 o7i 100 CWT coae coae a a coeK and Sku Columsat
Sand Moisture:6.5% Stone Moisture: n/a
COMPRESSIVE STRENGTH DATA
Cylinder ID C 23 A C 23 B ' C 23 C C 23 D
Date Cast 6/10/00 6/10/00 6/10/00 6/10/00
F CON
Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 10E1J.l,
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days) ?co\s
Cyl.Weight(lbs. ) 29.80 29.78 29.76 29.82
Load lbs. 68,818 107,970 120,620 not
CENSI ```O`\\Stress (psi) 2,430 31820 4,270 tested p/NA' ,1111 P\\\
Type of Fracture a a a
Reviewed by: ( Date: 718106
The information stated on this report may not be reproduced cxcept in itv entirety,without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAI'designation does not represent endorsement by the NISI or N17AP.Reports are relevant only to
items tested,and no other attribution may be Hradec. Sampling and testing were performed in general accordance with thefollowing ASTM standards:
C39,C'.31,C:94,C143,C172,C19ZC231,C017.and Cl231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315- JAWORSKI GEOTECH, INC. JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Plac ment Date: 6/10/00 Cylinder Set No. : C24
Time: 11:04 Truck No. : 159
Class Concrete: 3,000 psi Ticket No. : 4202
Total Quantity 460 cy Batch Time: 9:51
Batch Quantity: 10 cy Air: Specified: 0.0%Method of Placement: chute Measured: 2.0$
Location of Sample: Column line 4E to D
Slump Specified: 4.0" max
Measured: 2.5"
Total Location of Placement:
Unit Weight: 150.54 lbs/cu./ft.Floor column line 1D to J, J-1 to 5, 5J to
Plastic Wt. : Cylinder Wt. : X
D, 5D to J
Concrete Temperature: 80 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 90 degrees F
End Area: 28.27 sq in Date Retrieved: 6/12/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cubic 3'ard)
Celnl lbs./cu./yd sand: 1674.0 lbs./cu./yd Types of Fracture
Cetn2 463.0 lbs./cu./yd water: 134.5 lbs./cu./yd a b C d e
Cem 3 68.0 lbs./cu./yd Ad I Reo 64.0 o7Jctl./yd
Agg 1 654.0 lbs./cu./yd Ad2 oz/ctl./yd X AIj
Agg 2 Agg 7 132.0 lbs./ctl./yd Ad3 o7Jcu./yd II
Agg 3 1098.0 lbs./ctl./yd A& o7J100 CWT.k
Cow LONC aad Gant aad shot ColYalau
Sand Moisture:6.5% stone Moisture: n/a split Shut
COMPRESSIVE STRENGTH DATA
Cylinder ID C 24 A C 24 B C 24 C C 24 D
Dat Cast 6/10/00 6/10/00 6/10/00 6/10/00
Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 111 IIICO;Niiiiii
Specimen Age I 7 days) ( 28 days) ( 28 days) ( 56 days) N J.ti
Cyl.Weight(lbs. ) 29.54 29.54 29.82 29.52 CO
Load (lbs: ) 96,998 119,040 127,250 not 0
a 5120
Stress (psi) 3,430 4,210 4,500 tested
FS,,cENS. 10,,
aTypeofFractureaaaSONiAL
Reviewed by: X/J7 Date: 71461G6
The information stated on this report may not be reproduced except in its entirely ithout the express written consent ofEastern Materials Testing
a division ofJaworski Greotech,Inc. Use of the NHAP designation does not represent endorsement by theNISI orNIZAP.Reports are relevant only to
items tested,and no other attribution may be made. Saniphng and teviing were performed in general accordance with thefollowing ASTM standards:
C39,C31,C94,C'143,Cl72,C'192,(.'231,('617,and('1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
WLAP#10315-o JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Proj ct: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Cli nt: Target Stores SubContractor: Gargiulo Construction
Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placem nt Date: 6/10/00 Cylinder Set No. : C25
Time: 11:30 Truck No. : 144
Class Concrete: 3,000 psi Ticket No. : 196296
Total Quantity 460 cy Batch Time: 10:41
Batch Quantity: 10 cy Air: Specified: 0.0%Method of Placement: chute
Measured: 2.-0%
Location of Sample: Column line 2E to D
Slump Specified: 4.0" max
Measured: 4.0"
Total Location of Placement:
Floor column line 1D to J, J-1 to 5, 5J to Unit Weight: 152.57 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
D, 5D to A
Concrete Temperature: 80 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 90 degrees FDateRetrieved: 6/12/00EndArea: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cubic yard)
FractureCelnllbs./ctl./yd Sand: 1660.0 lbs./ctt./yd a b
Types of
d eCeln2448.0 lbs./ctl./yd Water: 142.4 lbs./cu./yd
Cem 3 86.0 lbs./ctl./yd Ad I MB 997 63.0 ozlctl./yd
Agg 1 1/2" 680.0 lbs./ctl./yd Ad2 Wcu./yd iAgg23/8" 124.0 lbs./cu./yd Ada oz/cu./yd
Agg 3 3/4" 1104.0 lbs./ctl./yd AN oz/100 CWT Cope COW aiiQ CAM Wild SkAt ColYTasf
Sand Moisture:6.3% Stone Moisture: It/a Sda Shor
COMPRESSIVE STRENGTH DATA
Cylinder ID C 25 A C 25 B C 25 C C 25 D
Date Cast 6/10/00 6/10/00 6/10/00 6/10/00 0y1 11C iii
Date Tested 6/17/00 7/8/00 7/8/00 8/5/00C C)%tiP•
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days) pG
Cyl.Weight(lbs. ) 29.94 29.84 29.74 29.90 15120 Q
Load (lbs. ) 93,339 120,530 122,700 not CENSfil(GO`
Stress (psi) 3,300 4,260 41,340 tested ONIAL tip\
Type of Fracture a a a
Reviewed by: /,J?11> Date: 7/t/0G
The information stated on this report may not he reproduced arcept in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. (Ise ofthe N111,4P designation does not represent endorsement by the NISI or NVLAP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing;were perforated in general accordance with thefollowing ASTM standards:
C39,C:31,C94,C143,C172,C192,C231,C617,and C1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a dil'i loll of, o
NVLAP #10315-o JAWORSKI GEOTECH, INC.JAWORSKI
CONCRETE DATA SUMMARYGEOTECH, INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/16/00 Cylinder Set No. : C26
Time: 5:00 Truck No. : 152
Class Concrete: 3,000 psi Ticket No. : 196670
Total Quantity 420 cy Batch Time: 3:55
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: no air
Measured: 2.0%
Location of Sample: Floor column line H-5 to 6
Slump Specified: 4.0" max
Measured: 4.01,
Total Location of Placement:
Floor column line J5 to 9, 9J to D, D5 to 5,
Unit Weight: 150.94 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
5D to J
Concrete Temperature: 74 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 60 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/20/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (mdticed to 1 ctibic ward)
Cein I lbs./cu.Nd Sand: 1672.0 lbs./cti./Vd Types of Fracture
Cen12 446.0 lbs./c ONA water: 1 31.2 lbs./cu./Yd a b c d e
Cem 3 90.0 Ibs./cti.h•d Ad I MB 997 62.9 o/Jctilvd I
EAgg11/2 672.0 lbs./cu./Nd Ad2 oilcu./NdAgg23/814l20.0 Ibs./cti./%d Ad., o/Jctilvd
Agg 3 3/4 1072.0 Ibs./ctt./N d Ad4 oiJ 100 CWT IV
Cone Cone aid Coae aad Shin Golnfaaac
Sand Moisture:7.1IX, Stone Moisture: 11h Split Stoat
COMPRESSIVE STRENGTH DATA
Cylinder ID C 26 A C 26 B C 26 C C 26 D
Date Cast 6/16/00 6/16/00 6/16/00 6/16/00
Date Tested 6/23/00 7/14/00 7/14/00 8/11/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.62 29.56 29.64 29.54
Load (lbs. ) 65,456
Stress (psi) 2,320
Type of Fracture d
Reviewed by. Date:
The rnlortnatron staled on rho repor rueO•nm he t ep odnc•ecl etc vpi rn rt enNreh uvthn N the e xpr<as rt rtten(•onsent of'Easlern tilalertal.s Testing
drntsron oJacn or.kr(ieuterh,Irrc l%v of Nre\I%_11,dew"'Olot,r,u,luc•%not repr event endorwinew hY the MIST or.V17_4/'.Reports are relevant only to
tents tested.and no other«tir•rhunon nrrO'he nre,cle samphlig c„rc/te% u•rre perfol In d in general accordance with the fidlowing ASTAI stand(rrds
39,('31,('94,('143.('172.('192,('2.i1.('01-.c n(l('l2,I
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
It(ltl'l."lon of
ev eo 0VLAP010315-0 JAWORSKI GEOTECH, INC. JAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/16/00 Cylinder Set No. : C27
Time: 5:15 Truck No. : 172
Class Concrete: 3,000 psi Ticket No. : 196625
Total Quantity 420 cy Batch Time: 4:38
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: no air
Measured: 1.75 %
Location of Sample: Floor column line H-7 to 8
Slump Specified: 4.0" max
Measured: 4.0"
Total Location of Placement:
Floor column line J5 to 9, 9J to D, D5 to 9,
Unit Weight: 149.62 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
5D to J
Concrete Temperature: 74 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 66 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/20/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reducer! to I cubic 3-ard
Ceml lbs./cu./*Yd sand: 1700.0 Ibs./cu./Vd Types of Fracture
Cen12 452.0 lbs./cti./vd Water: 123.2 lbs./cu./yd a b C d e
Cem 3 91.0 lbs./cu./yd Ad I MB 997 02.9 orJcu./yd 1 t 1
Agg 1 1/2" 664.0 lbs./cu./vd Ad2 orJct0),d A j I
Agg 2 3/8" 136.0 lbs./cu./vd Ada o/Jctilvd 1
Agg 3 3/4" 1100.0 lbs./cu.6A Ado 0/11oo CWT
Cam Coat aid Cam NW Sbas Columou
Sand Moisture:7.6(%o Stone Moisture: I1h Sd'a Shan
COMPRESSIVE STRENGTH DATA
Cylinder ID C 27 A C 27 B C 27 C C 27 D
Date Cast 6/16/00 6/16/00 6/16/00 6/16/00
Date Tested 6/23/00 7/14/00 7/14/00 8/11/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.36 29.32 29.41 29.39
Load (lbs. ) 72,872
Stress (psi) 2,580
Type of Fracture a
Revi wed by. Date&/
The information stated on this report may not he r rpro(!tic-e!eic(,17t III as entirety withont the rraten consent ofEastern A1atepals Testing
a drvrston of laivorskt(ieolech.Inc, 11se(?/the N 1 chw%nol reprewnt endor,c•rnent h),the N1.S7'or N1,1J1 P.Reports are relevant only to
items tested,and no other attrrMttron may be in(ide. Samphin,(Intl crc•r•r perlor fined rn general accordance with thefo//owing ASTA4 standards:
9,('31,C9a,(.'1d3,('172,('192,('231.('G17,«rrcl('12_I
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
0 dil'i.'loll of O
NVLAP #10315-01 JAWORSKI GEOTECH, INC.do a a
JAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/16/00 Cylinder Set No. : C28
Time: 5:45 Truck No. : 134
Class Concrete: 3,000 psi Ticket No. : 4210
Total Quantity 420 cy Batch Time: 5:05
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: no air
Measured: 2.0o
Location of Sample: Floor column line 7-G to H
Slump Specified: 4.0" max
Measured: 3.5"
Total Location of Placement:Unit Weight: 151.76 lbs/cu./ft.
Floor column line J5 to 9, 9J to D, D5 to 9,
Plastic Wt. : Cylinder Wt. : X
5D to J
Concrete Temperature: 72 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 65 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/20/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cubic 3ard)
Cem 1 Ibs./ciONA sand: 1677.0 Ibs./cn./*'d Types of FrwWm
Celn2 452.0 lbs./cu./W water: 123.0 Ibs./cll./Vd a b C G e
Cem 3 53.0 Ibs./cu./yd Ad I Reo 63.6 oilcu./yd
E/'d
Agg 1 1/2" 657.0 Ibs./cll./Yd Ad2
Agg 2 3/R" 7R.3 Ibs./cu./yd Ada oilcu./yd
Agg 3 3/4" 1896.0 IbsAtON_ A(14 oill00 CWT:
Cone Cove&W Cam sad Shur Colrmau
Sand Moisture: thI Stone Moisture: 11hi Split Spar
COMPRESSIVE STRENGTH DATA
Cylinder ID C 28 A C 28 B C 28 C C 28 D
Date Cast 6/16/00 6/16/00 6/16/00 6/16/00
Date Tested 6/23/00 7/14/00 7/14/00 8/11/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.78 29.85 29.76 29.81
Load (lbs. ) 88, 198
Stress (psi) 3,120
Type of Fracture d
Reviewed by:Date: / &/c' `/
The information stated on this report maj,not he reprodm ed ere ept ca if%entiret),without the express written consent ofF_astern Alateerials Testing
a division ofJai+'oi-.skt(.ieoteech.Inc, Ilse o/the N1 7-11'cle%i.(.,iialtojt dov%nor reprewnt endorsement by the NlS7'or 1 7..1A Reports are relevant only to
items tested,and no other attribution IntlY he nude. Sampling and iv%img wei e performed in general accordance with the following ASTM standards•
39.('31.C9a.C'143.C172.('192,('231,('01-.andC12,1
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing LaboratoryIMQdivisionof
V 0o O CalaZ' p0VLAP#10315-o JAWORSKI GEOTECH, INC.JAWO '
D p00
KI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Plac ment Date: 6/16/00 Cylinder Set No. : C29
Time: 6:16 Truck No. : 128
Class Concrete: 3,000 psi Ticket No. : 196634
Total Quantity 420 cy Batch Time: 5:26
Batch Quantity: 10 cy
M thod of Placement: chute
Air: Specified: no air
Measured: 2.0$
Location of Sample: Floor column line 6-F to G
Slump Specified: 4.0" max
Measured: 4.0"
Total Location of Placement:
Unit Weight: 152.06 lbs/cu./ft.
Floor column line J5 to 9, 9J to D, D5 to 9,
Plastic Wt. : Cylinder Wt. : X
5D to J
Concrete Temperature: 76 degrees F
Ambient Temp: 68 degrees F
Cylinder Size: 6 x 12 inches
Date Retrieved: 6/20/00EndArea: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cubic,yard)
Ceml 461.0 lbs./cu./yd sand: 1672.0 lbs./cu./yd Types of Fracture
Celn2 New Cem 81.0 lbs./cu./yd water: 139.2 lbs./cu./yd a b C d e
Cem 3 lbs./cu./yd Ad I NO 997 62.9 ozlcu./yd 1 1
Agg 1 1/2" 668.0 lbs./cu./yd Ad2 oz/cu./yd I
Agg 2 3/8" 125.0 lbs./cu./yd Ad3 ozlcu./yd A , li
Agg 3 3/4" 1100.0 lbs./cu./yd AN ozJ100 CWT.
COW Cone acid Cone&W She" C AMMO if
Sand Moisture: 6.6% Stone Moisture: n/a wit Sher
COMPRESSIVE STRENGTH DATA
Cylinder ID C 29 A C 29 B C 29 C C 29 D
Date Cast 6/16/00 6/16/00 6/16/00 6/16/00
Date Tested 6/23/00 7/14/00 7/14/00 8/11/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.W ight(lbs. ) 29.84 29.80 29.90 29.81
Load (lbs. ) 73,861
Str ss (psi) 2,610
Type of Fracture a
Revi w d by: Date: (
v/Z• d 0
The information stated o this report ma not be reproduced except in its entirely wi out the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. (Ise ofthe NVL P designation does not represent endorsement by the NIST or NYIAP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with the following ASTV standards:
C 39,C:31,C:94,C 143,C:172,C 192,C 231,C 617,and C 1231.
Eastern
A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
VLAP #10315-o JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/16/00 Cylinder Set No. : C30
Time: 7:10 Truck No. : 148
Class Concrete: 3,000 psi Ticket No. : 4224
Total Quantity 420 cy Batch Time: 6:1-1
Batch Quantity: 10 cy Air: Specified: no air
Method of Placement: chute Measured: 1.25 %
Location of Sample: Floor column line 8-F to G
Slump Specified: 4.0" max
Measured: 2.5"
Total Location of Placement: Unit Weight: 150.33 lbs/cu./ft.
Floor column line J5 to 9, 9J to D, D5 to 9,
Plastic Wt. : Cylinder Wt. : X
5D to J
Concrete Temperature: 78 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 78 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/20/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cubic rd)
Cem 1 lbs./cu./W sand: 1701.0 lbs./cu./vd Types of Fracture
Celn2 452.0 lbs./cu./W water: 129.5 Ibs./cu./yd a b c d e
Cem 3 79.0 Ibs./cu./%d Ad l Reo 63.6 o/Jcu./vd
Agg 1 666.0 Ibs./cu.Nd Ad2 oilcu./vd l n I(
Agg 2 123.0 Ibs./cu./\d Ad oiJcu./d 11
Agg 3 1090.0 Ibs./cu./-d Add o/J100 CWT.
Cone Croce aW C'Aw aad Sbac COtameaf
Sand Moisture:7.I'o Stone Moisture: 11hl SKI,Shay
COMPRESSIVE STRENGTH DATA
Cylinder ID C 30 A C 30 B C 30 C C 30 D
Date Cast 6/16/00 6/16/00 6/16/00 6/16/00
Date Tested 6/23/00 7/14/00 7/14/00 8/11/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.50 29.52 29.48 29.54
Load (lbs. ) 90,867
Stress (psi) 3,210
Type of Fracture a
Reviewed by.Date: (9/e76/6k,
The information stated on this report may not he rc•hrc,c/crrd v%cvpt rn rl%entrrelj'withc»u the evpress written consent of'Eastern kfaterrals Testing
a division ofJaworskr(ieotech,Inc. 11 ve o/the NI 7_I1'de%ignatron c oev not repr ewnl endorvement by the N1S7'or•NVL.A1'.Report.%are relevant only to
items tested.and no other ourrhution nray he oracle Samphrw caul te%filw ware perfori -d in general accordance with the f6flowrng ASYA4'standards:
39.('31.('94.('1•tj,('17?.('Ic).l'?+l.('lc!-.tint!('1?:1
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a dil'imon of
NVLAP #10315-0 JAWORSKI GEOTECH, INC.
JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/16/00 Cylinder Set No. : C31
Time: 8:05 Truck No. : 108
Class Concrete: 3,000 psi Ticket No. : 92301
Total Quantity 420 cy Batch Time: 7:30
Batch Quantity: 10 cy
Method of Placement: chute
Air: specified: no air
Measured: 2.0%
Location of Sample: Floor column line 7-E to F
Slump Specified: 4.0" max
Measured: 5.0"
Total Location of Placement:
Unit Weight: 148.19 lbs/cu./ft.
Floor column line J5 to 9, 9J to D, D5 to 9,
Plastic Wt. : Cylinder Wt. : X5DtoJ
Concrete Temperature: 78 degrees F
Ambient Temp: 78 degrees F
Cylinder Size: 6 N 12 inches
Date Retrieved: 6/20/00r End Area: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic 3-.tt•!l)
Celli lbs./cu./yd sand: 1614.0 Ibs./cu./yd Types of Fmctvre
Ce1112 Ibs./cu./vd water: 197.0 Ibs./cu./yd a b C d e
Celli 3 541.0 Ibs./cu./W Ad l D55 36.8 orlcti./yd
Agg 1 1102.0 Ibs./ClIA-d Ad2 o-rJcu./vd
I1Agg2666.0 Ibs./cu./y ddA oiJcu./vd A /
1
Agg 3 146.0 Ibs./cu./vd Ado oiJl()O CWT:
CAM Cone aib Cone AW Sk&C COlUm"i(
Sand Moisture:3.0% Stone Moisture: 11hi Sofa Shcu
COMPRESSIVE STRENGTH DATA
Cylinder ID C 31 A C 31 B C 31 C C 31 D
Date Cast 6/16/00 6/16/00 6/16/00 6/16/00
Date Tested 6/23/00 7/14/00 7/14/00 8/11/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.08 28.97 29.10 29.04
Load (lbs. ) 67,730
Stress (psi) 2,400
Type of Fracture a
Reviewed by: Date: lrleld
The information stated on this report pray not he reproduced c.rc c pi in it.%entirell without they egress written consent ofEastern Materials Testing
a division ofJaworski Geoieeh.Inc 11%e of1he N17AI'de%ignauun dues not rep event endurwirrent by the NlS7'or N1,7 4P.Reports are relevant only to
items tested,and no other attribution nui1,be inude. Sai iphniZ and tc'rtinf;were perfo•ined in general accordance with thefollowing•ASTA1 standards:
39.('31,('94,C143,C172.C192.C231.('()17,cinc!('I??l
A Division of
Eastern
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a(11111.Vio/7 Of o
NVLAP #10315-o JAWORSKI GEOTECH, INC.
00000`a`o a
JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/16/00 Cylinder Set No. : C32
Time: 9:00 Truck No. : 155
Class Concrete: 3,000 psi Ticket No. : 4238
Total Quantity 420 cy Batch Time: 8:10
Batch Quantity: 10 cy Air: Specified: no air
Method of Placement: chute Measured: 2.0%
Location of Sample: Floor column line 8-E to F
Slump Specified: 4.01, max
Measured: 3.0,,
Total Location of Placement: Unit Weight: 152.47 lbs/cu./ft.
Floor column line J5 to 9, 9J to D, D5 to 9,
plastic Wt. : Cylinder Wt. : X
5D to J
Concrete Temperature: 74 degrees F
Ambient Temp: 76 degrees F
Cylinder Size: 6 x 12 inches
Date Retrieved: 6/20/00
End Area: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cultic yard)
Cetnl lbs./cti.h-d Sand: 1680.0 Ibs./cti./yd Types of Fracture
Cetn2 449.0 lbs./ct1./\-d water: 128.5 Ibs./cti./yd a b c d e
Ceni 3 92.0 Ibs./co./N d Ad I Reo 64.0 oilcu./Vd 1
LAgg1672.0 Ibs./cti./d Ad2 orJctt.h dAgg2114.0 Ibs./ct1.Nd Ad; o/Jcti.%yd / 11
Agg 3 1101.0 Ibs./cu./N-d Ado ozJ 100 CWT;
Cow coae aid Cone SW shaf eol"Mos•
Sand Moisture:6.71% Stone Moisture: it/i)SA shay
COMPRESSIVE STRENGTH DATA
Cylinder ID C 32 A C 32 B C 32 C C 32 D
Date Cast 6/16/00 6/16/00 6/16/00 6/16/00
Date T sted 6/23/00 7/14/00 7/14/00 8/11/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.92 29.88 29.94 29.95
Load (lbs. ) 81,771
Stress (psi) 2,890
Type of Fracture a
Reviewed by. Date: ee'lva
The information stated on this report ma),not/)e reprochrc ec/c•c c-p1,n,%(•nitre),without they express written consent of-Eastern Materials Testing
a d,nsion oflam,orsk,(;eolech.lnc•, ll%e of the NI'!_II'dew,not,on clov%nut,epresent endorsement by the NISI or NVL4P.Reports are relevant only to
items tested,and no other attribution may he etude. Suutpling and tc.ttn,were performed in general acew-dance ith thefollowing ASTM standards:
39,C31,C9a.C143,('172.C/92.('231.('01-.mid C/?31
Eastern A Division ofF=m Materials
Testing
Laboratory Eastern Materials Testing Laboratory
n division of
ae o o_a000eo a
VLAP#10315-o JAWORSKI GEOTECH, INC.JAWORSKI
CEOTECH,INC.
CONCRETE, DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/16/00 Cylinder Set No. : C33
Time: 9:30 Truck No. : 174
Class Concrete: 3,000 psi Ticket No. : 4244
Total Quantity 420 cy Batch Time: 8:51
Batch Quantity: 10 cy Air: Specified: no air
Method of Placement: chute Measured: 1.5%
Location of Sample: Floor column line 8-D to E
Slump Specified: 4.0" max
Measured: 3.0,,
Total Location of Placement:
Floor column line J5 to 9 9J to D D5 to 9,
Unit Weight: 151.05 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
5D to J
Concrete Temperature: 78 degrees F
Cylinder Size: 6 a 12 inches
Ambient Temp: 80 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/20/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic y Ord)
Ceml lbs./cti./yd Sand: 1680.0 lbs./cu./yd Type:of Fracture
Celn2 452.0 lbs./cu./yd water: 130.0 lbs./cu./yd a b C d e
Cetn 3 79.0 lbs./cu./yd Ad 1 Reo 64.0 oz/cu./yd N 1
Agg 1 663.0 lbs./cu./yd Ad2 oz/ctl./yd DAgg2126.0 lbs./cu./yd Ada ozlcu./yd 11
Agg 3 1101.0 lbs./ctl./yd A& oz/100 C WT
Cone Cone acid Ceue avA Shac Columou
Sand Moisture: 6.7% Stone Moisture: il/a sofa Shan
COMPRESSIVE STRENGTH DATA
Cylinder ID C 33 A C 33 B C 33 C C 33 D
Dat Cast 6/16/00 6/16/00 6/16/00 6/16/00
Date Tested 6/23/00 7/14/00 7/14/00 8/11/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.64 29.70 29.67 29.60
Load (lbs. ) 85,528
Stress (psi) 3,020 b
Type of Fracture a
Reviewed b Date:G-.'>//
The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe N1ZAP designation does not represent endorsement by the NISI or NK AP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with the following ASTM standards:
C39,C:31,C:94,C:143.C172,C192.C231,('617,and C1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a(ht't.cion of
oe o o ao o vo aVLAP #10315-o JANVORSKI GEOTECH, INC. dAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/16/00 Cylinder Set No. : C34
Time: 10: 15 Truck No. : 163
Class Concrete: 3,000 psi Ticket No. : 4251
Total Quantity 420 cy Batch Time: 9:32
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: rio air
Measured: 2.0%
Location of Sample: Floor column line 6-D to E
Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
Floor column line J5 to 9, 9J to D, D5 to 9,
Unit weight: 151.96 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
5D to J
Concrete Temperature: 80 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 82 degrees F
End Area: 28.27 sq in Date Retrieved: 6/20/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (retlucetl to 1 cubic a•:trd)
CeinI lbs./cti./yd Sand: 1674.0 Ibs./cu./*Vd Types of Fracture
Cem2 M.0 Ibs./cu.hd Water: 129.0 Ibs./cti./yd
a b C d e
Ceti 3 95.0 Ibs./ciONA Ad I Reo 63.6 o/Jcti./vd
NE 1 f
Agg 1 660.0 Ibs./ciONA Ad2 orJctt./vd
I
Agg 2 123.0 Ibs./cti A-d Ad; o/Jcti./},d 1
Agg 3 1104.0 Ibs./cu./N d A(14 orJ WO C WT
Cope Coae aid Cone&VA Shen Cotumwat
Sand Moisture:6.7% Stone Moisture: it/:t SA Shea
COMPRESSIVE STRENGTI-1 DATA
Cylinder ID C 34 A C 34 B C 34 C C 34 D
Date Cast 6/16/00 6/16/00 6/16/00 6/16/00
Date Tested 6/23/00 7/14/00 7/14/00 8/11/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.82 29.76 29.82 29.75
Load (lbs. ) 82,067
Stress (psi) 21900
Type of Fracture a
Reviewed by —7-Y--1 Date:&le-G/v 0'
The information slated on tht.%report»tu)•not he reproduc ed rrc rpt in tt%entilett•withotel the ek-press wrrllen consent ofliasternMaterialr Testing
a division of'.laworskt(ieoteech.lnc• 11w,of the A*J l-II'deut»ution doev not reps vent e•ndorwinent by the NlS'or NII AI' Reports are relevant only to
ttents tested and no other uurrhtetron»tut hr»tuc% Samplo{t,crld ce•re•per/ol ined to general accordance%vilh the Jollowtng AST"standards:
39.('31,C94.('143.C172.C192,C231.t'617.c1j1clt'l1;1
A Division of
Eastern
Materials
Testin
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Proj ct: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/16/00 Cylinder Set No. : C26
Time: 5:00 Truck No. : 152
Class Concrete: 3,000 psi Ticket No. : 196670
Total Quantity 420 cy Batch Time: 3:55
Batch Quantity: 10 cy
M thod of Placement: chute
Air: Specified: no air
Measured: 2.0%
Location of Sample: Floor column line H-5 to 6
Slump Specified: 4.0" max
Measured: 4.0"
Total Location of Placement:
Unit Weight: 150.94 lbs/cu./ft.
Floor column line J5 to 9, 9J to D, D5 to 5,
Plastic Wt. : Cylinder Wt. : X
5D to J
Concrete Temperature: 74 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 60 degrees F
End Area: 28.27 sq in Date Retrieved: 6/20/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic,yai-d)
Ce1111 lbs./cu./yd Sand: 1672.0 lbs./ctl./yd Types of Fracture
Cein2 446.0 lbs./cti./yd Water: 131.2 lbs./cu./,d a b C d e
Cem 3 80.0 lbs./cu./yd Ad l MB 997 62.9 o-rJcu./yd
Agg 1 1/2" 672.0 lbs./cu./yd Ad2 odctl./yd LAAgg23/8" 120.0 lbs./cu./yd Ada ozktl./yd
Agg 3 3/4" 1072.0 lbs./cu./yd AN o-rJ100 CWT,
Cone Cone aid Cope avA Shur Coturneat
Sand Moisture:7.1% Stone Moisture: 11/1 Split Ste:
COMPRESSIVE STRENGTH DATA
Cylinder ID C 26 A C 26 B C 26 C C 26 D
Date Cast 6/16/00 6/16/00 6/16/00 6/16/00
a co
Date Tested 6 23 00 7 14 00 7 14 00 8 11 0001 y
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days) R' 9 OtT
Cyl.Weight(lbs. ) 29.62 29.56 29.64 29.54 t
17560
Load (lbs. ) 65,456 106,290 123,200 not 90 l[i
Stress (psi) 21320 3,760 4,360 tested
ma `s i S'G'v`\ \\\
Type of Fracture d a a
Reviewed by* Date: -7 1' 71ICr,
The information stated on this report pray not be reproduced except in its wnnrety without the express written consent ofEastern Materials Testing
a division ofJaworski Ueotech,Inc. Use ofthe NI ZAI'designation does not represent endorsement by the NIST or N1LIP.Reports are relevant only to
items tested and no other aurihiiuon may be made. Sampling and testinif were peifnrmed in general accordance with thefollowing ASTM standards:
C 39,('31,C 94,C'143,C 172,C'192.('231,('617.and C l231.
A Division of
Eastern
katerials
Testing Eastern Materials Testis LaboratoryLaboratoryg
n division of
VLAP#10315-o JAWORSKI GEOTECH, INC. a oeeo
JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH,INC.
Proj ct: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/16/00 Cylinder Set No. : C27
Time: 5:15 Truck No. : 172
Class Concrete: 3,000 psi Ticket No. : 196625
Total Quantity 420 cy Batch Time: 4:38
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: no air
Measured: 1.75 %
Location of Sample: Floor column line H-7 to 8
Slump Specified: 4.0" max
Measured: 4.0"
Total Location of Placement:
Floor column line J5 to 9, 9J to D, D5 to 9,
Unit Weight: 149.62 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
5D to J
Concrete Temperature: 74 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 66 degrees F
End Area: 28.27 sq in Date Retrieved: 6/20/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION ft(luced to l cubic y:trd)
Ceiul lbs./ctt./yd sand: 1700.0 lbs./cu./yd Types of Fracture
Cein2 452.0 lbs./cu./yd water: 123.2 lbs./cu./yd a b C d e
Cem 3 81.0 lbs./cu./yd Ad I MB 997 62.8 o7Jcu./yd
Agg 1 1/2" 66.1.0 lbs./cu./yd Ad2 o7Jcu./yd I LAAgg23/8" 136.0 lbs./cuJ),d Ad3 o7Jcu./yd
Agg 3 3/4" 1100.0 lbs./cm/yd AN o7J100 CWT.
GoM Gomane Cam MW Stiuf Cdamaar
Sand Moisture:7.6% Stone Moisture: n/a Spot Shut
COMPRESSIVE STRENGTH DATA
Cylinder ID C 27 A C 27 B C 27 C C 27 D
Date Cast 6/16/00 6/16/00 6/16/00 6/16/00
Date Tested 6/23/00 7/14/00 7/14/00 8/11/00OC, _
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days) Q'
Cyl.Weight(lbs. ) 29.36 29.32 29.41 29.39 Q C
Load (lbs. ) 72,872 129,720 121,910 not0 EN fit
0
Stress (psi) 2,580 4,590 4,310 tested NA `
Type of Fracture a a a
Reviewed by:Date: 7/ 7 G-i
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Oeotech.Inc. Use of the NV1-4P designation does not represent endorsement by the NIU or NVLAP.Reports are relevant only to
items tested,and no other attribution may be incide. Sampling and testing were perfornned to general accordance with thefollowing ASTM standards:
C:39,C 31,C 94,C 143,C 172.t'192,C 231,('6l 7,and t'l231.
A Division of
Eastern
kaleriats
Testing
Laboratory Eastern Materials Testing Laboratory
n di,ision of
VLAP#10315-o JAWORSKI GEOTECH, INC.JAWORSKI
MOTECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/16/00 Cylinder Set No. : C28
Time: 5:45 Truck No. : 134
Class Concrete: 3,000 psi Ticket No. : 4210
Total Quantity 420 cy Batch Time: 5:05
Batch Quantity: 10 cy Air: Specified: no air
M thod of Placement: chute
Measured: 2.0$
Location of Sample: Floor column line 7-G to H
Slump Specified: 4.0" max
Measured: 3.5"
Total Location of Placement:
Floor column line J5 to 9, 9J to D, D5 to 9,
Unit Weight: 151.76 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
5D to J
Concrete Temperature: 72 degrees F
Cylinder Size: 6 X 12 inches
Ambient Temp: 65 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/20/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic y.-wd)
CeinI lbs./cti./yd sand: 1677.0 lbs./cti./yd Types of Fracture
Cen12 452.0 lbs./cti./yd water: 123.0 lbs./cti./yd
a b C d e
Cein 3 53.0 lbs./cu./yd Ad 1 Reo 63.6 ozkii./yd
Agg 1 1/2" 657.0 lbs./cti./yd Ad2 ozlcti./yd X
Agg 2 3/8" 78.3 lbs./cu./yd Ad3 o&u./yd uAAgg33/4" 1896.0 lbs./cti./yd AN oz1100 CWT
Cone Caw OW Cone and Shut Column&(
Sand Moisture: n/a Stone Moisture: n/a Sdn Shur
COMPRESSIVE STRENGTH DATA
Cylinder ID C 28 A C 28 B C 28 C C 28 D
Date Cast 6/16/00 6/16/00 6/16/00 6/16/00 M'',UNliiii %
Date Tested 6 23 00 7 14 00 7 14 00 8 11 00 U,'Cj;'%JAti, -;i
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)`
Cyl.Weight(lbs. ) 29.78 29.85 29.76 29.81
No. 7
Load (lbs. ) 88,198 139,410 134,760 notes Q .k1
Stress (psi) 3,120 4,930 4,770 tested r_ 11'"'1 "\
1
Type of Fracture d a a
i",ON
lJfl flilill
Reviewed by t ---n- Date: `;/! 7/Uv
The information stated on this report nuiy not be reproduced e•.rc•ept in its entirely,without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Ilse of'the N17:11'designation does not represent endorsement by the NIST or N17,4P.Reports are relevant only to
items tested and no other attribution may he made. Sampling and tasting were perlbrined in general accordance with the following ASTM standards:
C39,C31,C94,C143,C172,C'192,('231.('617.andC123/.
A Division of
Eastern
Haterials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Construction
Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/16/00 Cylinder Set No. : C29
Time: 6:16 Truck No. : 128
Class Concrete: 3,000 psi Ticket No. : 196634
Total Quantity 420 cy Batch Time: 5:26
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: no air
Measured: 2.0%
Location of Sample: Floor column line 6-F to G
Slump Specified: 4.0" max
Measured: 4.0"
Total Location of Placement:
Floor column line J5 to 9, 9J to D, D5 to 91
Unit Weight: 152.06 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
5D to J
Concrete Temperature: 76 degrees F
Cylinder Size: 6 X 12 inches
Ambient Temp: 68 degrees F
End Area: 28.27 sq in Date Retrieved: 6/20/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cubic yard)
Ceinl 461.0 lbs./cti./yd Sand: 1672.0 lbs./cu./yd Types of Fracture
Cem2 New Cem 81.0 lbs./cti./yd Water: 139.2 lbs./ctt./yd a b C d e
Cein 3 Ibs./cu./yd Ad I MB 997 62.9 orlcu./yd 1
Agg 1 1/2" 668.0 Ibs./ctilyd Ad2 ozJctt./yd 1 LA 11
Agg 2 3/8" 125.0 Ibs./cti./yd Ad3 orJctt./yd
Agg 3 3/4" 1100.0 Ibs./cti./yd Ad4 071100 CWT
Cone Cam a'd CO"
Sand Moisture:6.6% Stone Moisture: 11/a Spl'u Shanca Cdumau
r
COMPRESSIVE STRENGTH DATA
Cylinder ID C 29 A C 29 B C 29 C C 29 D
Date Cast 6/16/00 6/16/00 6/16/00 6/16/00 COANfi ,
w
Date Tested 6/23/00 7/14/00 7/14/00 8/11/00
Specimen Age 7 days) ( 28 days) 28 days) 56 days)P 9 Y ) Y ) ( Y ) Y )
Cyl.Weight(lbs. ) 29.84 29.80 29.90 29.81
17
Load (lbs. ) 73,861 123,390 105,890 not
Stress (psi) 2,610 4,360 3,750 tested iiii iltlAj IIINII 111`
Type of Fracture a a a
Reviewed by''r, Date: ? // 7/Q,,/
The information stated on this report muy not he reps oduced ercept in it s entirely without they express written consent offastern Materials Testing
a division ofJaworskl Geotech,Inc. Use of the Nl 7_41'designation does not represent endorsentent by the NIST or NVLAP.Reports are relevant only to
items tested and no other attribution may he made. .Sampling and testing were peiforined to general accordance with thefollowing ASTM standards:
C39,C'31,C'94,C'143,C172,C'192,('231,CO/7.and('12.31.
A Division of
EasternFMaterialsLabo' ory Eastern Materials Testing Laboratory
a dii,t ton of
VLAP#10315-o JAWORSKI GEOTECH, INC.
JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Proj et: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Cli nt: Target Stores Subcontractor: Gargiulo Construction
Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/16/00 Cylinder Set No. : C30
Time: 7:10 Truck No. : 148
Class Concrete: 3,000 psi Ticket No. : 4224
Total Quantity 420 cy Batch Time: 6:11
Batch Quantity: 10 cy
Method of Placement: chute
Air: specified: no air
Measured: 1.25 %
Location of Sample: Floor column line 8-F to G
Slump Specified: 4.0" max
Measured: 2.5"
Total Location of Placement:
Unit Weight: 150.33 lbs/cu./ft.
Floor column line J5 to 9, 9J to D, D5 to 9,
Plastic Wt. : Cylinder Wt. : X
5D to J
Concrete Temperature: 78 degrees F
Cylinder Size: 6 X 12 inches
Ambient Temp: 78 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/20/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic yard)
CetnI lbs./cu./yd sand: 1701.0 Ibs./cti./yd Types of Fracture
Cem2 452.0 Ibs./cu./)*d Water: 129.5 lbs./cii./yd a b C d e
Cem 3 79.0 Ibs./cu./yd Ad I Reo 63.6 o7Jcu./yd
Agg 1 666.0 lbs./cti./'d Ad2 orJcu./yd \LAAgg2123.0 lbs./cu./yd Ada o7Jcu./yd
Agg 3 1090.0 Ibs./cu./yd Ado 07J100 CWT.
Coca Coat aria Cope avA Shur Column"
Sand Moisture:7.1% Stone Moisture: n/a split shin
COMPRESSIVE STRENGTH DATA
Cylinder ID C 30 A C 30 B C 30 C C 30 D
Date Cast 6/16/00 6/16/00 6/16/00 6/16/00 cc,CODN
Date Tested 6/23/00 7/14/00 7/14/00 8/11/00 JAM'4q",'-G_
C-1`Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.50 29.52 29.48 29.54 1
128 040 not 0Load (lbs. ) 90,867 123,890
Stress (psi) 3,210 4,380 4,530 tested CR k- 1'\\\\
Type of Fracture a a a
Reviewed by- Date: '7l 7 6u
The information stated on this rel)or may not be reprodu end ea-cept in if entirely rtthotrt the express written consent offasternAlatenals Testing
a division ofJaworskt Geotech,Inc. Use oftheNI7:II'desrgnanon does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were peiJorined in general accordance with the following ASTM standards:
C39,C31,C94,C143,C'172,C192,C231,('617.and C1231.
A Division of
Eastern
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
t7 dll,l.tit()t?of
VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Proj ct: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/16/00 Cylinder Set No. : C31
Time: 8:05 Truck No. : 108
Class Concrete: 3,000 psi Ticket No. : 92301
Total Quantity 420 cy Batch Time: 7:30
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: no air
Measured: 2.0%
Location of Sample: Floor column line 7-E to F
Slump Specified: 4.0" max
Measured: 5.01'
Total Location of Placement:
Floor column line J5 to 9, 9J to D, D5 to 9,
Unit Weight: 148.19 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
5D to J
Concrete Temperature: 78 degrees F
Cylinder Size: 6 X 12 inches Ambient Temp: 78 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/20/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic y;trd)
Cein 1 lbs./cti./yd sand: 1614.0 lbs./culyd Types of Fracture
Cein2 lbs./cu./yd Water: 197.0 Ibs./cu./yd a b C d e
Cem 3 541.0 Ibs./cu./yd Ad l D55 36.9 o-r,Icu./yd 1 1
Agg 1 1102.0 Ibs./cu./yd Ad2 ozkti./yd X LAiAgg2666.0 lbs./cu./yd Ad3 o-r./cu./yd 1
Agg 3 146.0 Ibs./ctt./yd Ado OZ/100 CWT
Coae COM aid Cone and skaf Columaar
Sand Moisture:3.0% Stone Moisture: n/a son stsir,
COMPRESSIVE STRENGTH DATA
Cylinder ID C 31 A C 31 B C 31 C C 31 D
Date Cast 6/16/00 6/16/00 6/16/00 6/16/00
Date Tested 6/23/00 7/14/00 7/14/00 8/11/00 C'.%,
p g 7 days) ( 28 days) ( 28 days) ( 56 days)
A
9s G=Specimen Age
Cyl.Weight(lbs. ) 29.08 28.97 29.10 29.04
Load (lbs. ) 67,730 106,980 101,640 not
No.
Stress (psi) 2,400 3,780 3,590 tested t'
4, '
Type of Fracture a a a 11H1 N
Reviewed by.Date: -Vt l/a
The information stated on this report may not he reproduced ercept in Ns entirely without the express written consent ofEastern Materials Testing
a division ofJaworskt Geotech,Inc. Use of the NVI A!'designation does not repre.+ent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and te.%ting vere pe fin•ned in general accordance with the following AST"standards:
39,('31,C94,C143,C'172,C192.('231.CO/7.and CI231
A Division of
Eastern
Materials
Testing Eastern Materials Testing LaboratoryLaboratory
a-r' division of
VLAP#10315- JAWORSKI GEOTECH, INC.JAWORSKI
GEO'MCH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/16/00 Cylinder Set No. : C32
Time: 9:00 Truck No. : 155
Class Concrete: 31000 psi Ticket No. : 4238
Total Quantity 420 cy Batch Time: 8:10
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: no air
Measured: 2.0%
Location of Sample: Floor column line 8-E to F
Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
Floor column line J5 to 9, 9J to D, D5 to 9,
Unit Weight: 152.47 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
5D to J
Concrete Temperature: 74 degrees F
Cylinder Size: 6 X 12 inches
Ambient Temp: 76 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/20/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (!educed to 1 cubic yard)
Ceinl lbs./cu./yd Sand: 1680.0 lbs./cu./yd Types of Fracture
Cen12 448.0 Ibs./cti./yd water: 128.5 lbs./cu./yd a b c d e
Cem 3 92.0 lbs./cu./yd Ad 1 Rco 64.0 o7Jcu./yd
Agg 1 672.0 Ibs./cu./yd Ad2 o&tl./yd
Agg 2 114.0 lbs./cu./yd Ad3 ozJcti./yd A
Agg 3 1101.0 Ibs./cu./yd Ado ozJ10U CWT
Gone Cone aid CAM arA shas Cotuieaar
Sand Moisture:6.7% Stone Moisture: n/a split Shut
COMPRESSIVE STRENGTH DATA
Cylinder ID C 32 A C 32 B C 32 C C 32 D
Date Cast 6/16/00 6/16/00 6/16/00 6/16/00
Date Tested 6/23/00 7/14/00 7/14/00 8/11/00 O tt,NFC%JA
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
J
Cyl.Weight(lbs. ) 29.92 29.88 29.94 29.95
NO.
Load lbs.81,771 128,630 122,010 not Q_
Stress (psi) 2,890 4,550 4,320 tested S;. t '`_;f+ `\
NA
Type of Fracture a a a r
Reviewed bye Date-.--? / 7/CJ0
The information stated on this report may not he reproduced except to its entirety,without the express written consent ofEastern Materials Testing
a division ofJaworsh-i Geotech.Inc. Use ofthe NG7-4P designation does not represent endorsement by the NISI or NVLAP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing were peiforined to general accordance with thefollowing ASTM standards:
C39,C31,C94,C143,C172,C192.C231,C617.and C1231.
A Division of
Eastern
Materials
Testing
laboratory Eastern Materials Testing Laboratory
a dii,ision of
NVIAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI
CEOTECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/16/00 Cylinder Set No. : C33
Time: 9:30 Truck No. : 174
Class Concrete: 3,000 psi Ticket No. : 4244
Total Quantity 420 cy Batch Time: 8:51
Batch Quantity: 10 cy Air: Specified: no air
Method of Placement: chute Measured: 1.5%
Location of Sample: Floor column line 8-D to E
Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
Floor column line J5 to 9, 9J to D, D5 to 9,
Unit Weight: 151.05 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
5D to J
Concrete Temperature: 78 degrees F
Cylinder Size: 6 X 12 inches
Ambient Temp: 80 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/20/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic ird).
Ceml lbs./ctl./yd Sand: 1690.0 lbs./ctl./yd Types of Fracture
Cen12 452.0 lbs./ctl./yd water: 130.0 lbs./cu./yd a b c d e
Celn 3 79.0 Ibs./ctl./yd Ad I Reo 64.0 o-rlctl./yd
Agg 1 663.0 lbs./ctl./yd Ad2 ozJctl./yd
CWT..
j
Agg 2 126.0 lbs./ctl./yd Ada o/Jctl./yd
Agg 3 1101.0 lbs./ctl./yd Ad4 orJ 100 CWT..
Coae Coat acid Coat aad Shut Colutnaar
Sand Moisture:6.7% Stone Moisture: n/a sout Shar
COMPRESSIVE STRENGTH DATA
Cylinder ID C 33 A C 33 B C 33 C C 33 D
Date Cast 6/16/00 6/16/00 6/16/00 6/16/00
allll GONIy
Date Tested 6/23/00 7/14/00 7/14/00 8/11/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days) Q,
Cyl.Weight(lbs. ) 29.64 29.70 29.67 29.60 i(
z
Load (lbs. ) 85,528 132,200 125,170 not
3-Q 17560 `\
Stress (psi) 3,020 4,680 4,430 tested i 1
Type of Fracture a a a iap r I01
Reviewed by.Date: 71"
The information stated on this report nay not he reproduced except in ib entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. (Ise ofthe N11AP designation does not represent endorsement by the NISTor NVLAP.Reports are relevant only to
items tested,and no other attribution may be inade. Somphng and leviing were pc-rlormed in general accordance with thefollowing ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192.C 231,('617.and C/231.
A Division of
Eastern
Materials
Lasting
Laboratory Eastern Materials Testing Laboratory
a(11Ntsion o,f
VLAP#10315-0 JAWORSKI GEOTECH, INC.
JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Cli nt: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/16/00 Cylinder Set No. : C34
Time: 10:15 Truck No. : 163
Class Concrete: 3,000 psi Ticket No. : 4251
Total Quantity 420 cy Batch Time: 9:32
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: no air
Measured: 2.0%
Location of Sample: Floor column line 6-D to E
Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
Floor column line J5 to 9, 9J to D, DS to 9,
Unit Weight: 151.96 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
5D to J
Concrete Temperature: 80 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 82 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/20/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic,y ird)
Ceinl lbs./cu./yd sand: 167=4.0 lbs.lieu./yd Types of Fracture
Cem2 450.0 lbs./cti./yd water: 128.0 lbs./cu./yd a b C d e
Cein 3 85.0 lbs./cu./yd Ad I Reo 63.6 o Jcu./yd t
Agg 1 660.0 lbs./cu./yd Ad2 oiled./yd I LAAgg2123.0 lbs.lieu./yd Ada ozJcu./yd ik
Agg 3 1104.0 lbs./cu./yd Ad4 ozJ100 CWT,
Cone Cone aid Cope aaA Shur Coluen"m
Sand Moisture:6.70/c, Stone Moisture: n/a Sol;t Shur
COMPRESSIVE STRENGTH DATA
Cylinder ID C 34 A C 34 B C 34 C C 34 D
Date Cast 6/16/00 6/16/00 6/16/00 6/16/00
Date Tested 6/23/00 7/14/00 7/14/00 8/11/00
Specimen Age 7 da s ( 28 da s 28 da s 56 da s l JA O,p=
Cyl.Weight(lbs. ) 29.82 29.76 29.82 29.75
Load (lbs. ) 82,067 137,830 130,120 not 7
Stress (psi) 2,900 4,870 4,600 tested CAL' ,t
Type of Fracture a a aYP iir+im
Reviewed byi Date: —7/
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski(ieotech,Inc. (Ise ofthe NVUP desiRnatron does not represent endorsement by the NIST orN11-4P.Reports are relevant only to
items tested,and no other attribution may be made. Sampling andto%tine,were performed ingeneral accordance with thefollowing A.STM standards:
C.39,C31,C'.94,C'.143,C172.('192,('231,('617.and('1231.
A Division of
Eastern
Materials
Testing
Laboratory Eastern Materials Testing=FM Laboratory
n division of
VLAP#10315-0 JAWORSKI GEOTECH, INC.JAWORSKI
GEOWCH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/17/00 Cylinder Set No. : C35
Time: 5:10 Truck No. : 163
Class Concrete: 3,000 psi Ticket No. : 196689
Total Quantity 290 cy Batch Time: 4:08
Batch Quantity: 10 cy Air: Specified: no air
Method of Placement: chute Measured: 2.0%
Location of Sample: Floor column line 10J to H Slump Specified: 4.0" max
Measured: 2.5"
Total Location of Placement: Unit Weight: 153.29 lbs/cu./ft.
Floor J-9 to 13, 13J to D, D-13 to 9, 9D to
plastic Wt.: Cylinder Wt. : X
J.
Concrete Temperature: 76 degrees F
Ambient Temp: 72 degrees F
Cylinder Size: 6 a 12 inches
Date Retrieved: 6/22/00
End Area: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cubic yard)
CelnI Ibslcu./yd sand: 1660.0 lbs./cu./yd Types of Fracture
C=2 449.0 lbs./ctl./yd Water: 143.2 lbs./ctl./yd a b C d e
Celn 3 79.0 lbs./cu./yd Ad 1 M/B 997 62.9 ov*u./yd
Agg 1 1/2" 716.0 lbs./cu./yd Ad2 ozJcll./yd I j
Agg 2 3/8" 132.0 lbs./cu./yd Ada ozku./yd
Agg 3 3/4" 1092.0 lbs./cu./yd AN ozJ100 CWT;
Coot Cow aid C_4m avA Shut Cotumaat
Sand Moisture: n/a Stone Moisture: 11/a SlAit Sher
COMPRESSIVE STRENGTH DATA
Cylinder ID C 35 A C 35 B C 35 C C 35 D
Date Cast 6/17/00 6/17/00 6/17/00 6/17/00 CQ/vN%i
Date Tested 6/24/00 7/15/00 7/15/00 8/12/00 @- W AWI09c!-=0%
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 30.08 29.64 30.04 29.46
Load (lbs. ) 76,827 129,720 130,220 not 1
Stress (psi) 21720 41590 41610 tested i0 ALE\N
I
Type of Fracture a a a
Reviewed bye Date: ' 7/o J
The information stated on this report may not he reproduced except in is entirety without the express wrilten consent offastern Materials Testing
a division ofJoworski Geotech,Inc. Ilse ofthe N1,7-41'designation dons not represent endorsement by the NIST or NH AP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and le%ting were performed in general accordance with the following ASTM standards:
C'.39,C31,C94,C143,C172,C192,('231,('617,and('1231.
i
I ,
A Division of
Eastern
Materials
Testing
i Laboratory Eastern Materials Testing Laboratory
a di0sion of
VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI
GEOTECH, INC.
CONC ETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Plac m nt Date: 6/17/00 Cylinder Set No. : C36
Time: 5:30 Truck No. : 172
Class Concrete: 3,000 psi Ticket No. : 196694
Total Quantity 290 cy Batch Time: 4:44
Batch Quantity: 10 cy Air: Specified: no air
Method of Placement: chute Measured: 1.5%
Location of Sample: Floor column line 12J to H
Slump Specified: 4.0" max
Measured: 4.0"
Total Location of Placement: unit Weight: 152.06 lbs/cu./ft.
Floor J-9 to 13, 13J to D, D13 to 9, 9D to
plastic Wt. : Cylinder Wt. : X
J.
Concrete Temperature: 76 degrees F
Cylinder Size: 6 a 12 inches
Ambient Temp: 78 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/22/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (a-educed to 1 cubic yard)
Ceinl lbs./cu./yd sand: 1672.0 lbs./cu./yd Types of Fracture
C=2 458.0 lbs./cti./yd water: 139.2 lbs./cu./yd a b C d e
Cein 3 80.0 lbs./cu./yd Ad I M/B 997 62.9 orJcu./yd 1
LAgg11/2" 664.0 lbs./cu./yd Ad2 o7Jctl./yd \ j 11
Agg 2 3/8" 132.0 lbs./cu./yd Ad3 ozkti./yd 11
Agg 3 3/4" 1104.0 lbs./cu./yd Ad4 oIJ100 CWT.
Cone Cone acid Cone and Shin Columnar
Sand Moisture:6.6% Stone Moisture:Split Spar
COMPRESSIVE STRENGTH DATA
Cylinder ID C 36 A C 36 B C 36 C C 36 D
Date Cast 6/17/00 6/17/00 6/17/00 6/17/00 c'0IVIC '%%,
Date Tested 6/24/00 7/15/00 7/15/00 8/12/00
i
0
s-
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
I Cyl.Weight(lbs. ) 29.84 30.02 29.60 29.84 17 Q
Load (lbs. ) 71,384 121 240240 123,790 not
Stress (psi) 2,520 4,290 4,380 tested AL fICI !/IN if
Type of Fracture a a a
Reviewed by•Date: 7 Q /UCJ
The information stated on this report may,not he reproduced except in its enNre1j,without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. (Ise ofthe N11Is1P designation does not represent endorsement by the NIST orNH AP.Reports are relevant only to
ite ns tested,and no otherattribution may he nuide. .Sampling and testing were peiJornied in general accordance with thefollowing AST/bl standards:
C39,C31,C94,C143,C172,C192,C231,('617,and C1231.
A Division of
Eastern
MaterialsfiTesting Eastern Materials Testing LaboratoryLaboratory
a dit,ision of
VLAP#10315-o JAWORSKI GEOTECH, INC.
JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/17/00 Cylinder Set No. : C37
Time: 6:10 Truck No. : 131
Class Concrete: 3,000 psi Ticket No. : 196698
Total Quantity 290 cy Batch Time: 4:58
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: no air
Measured: 2.0$
Location of Sample: Floor column line 1OF to G
Slump Specified: 4.0" max
Measured: 4.5"
Total Location of Placement:
Floor J-9 to 13, 13J to D, D13 to 9, 9D to
Unit Weight: 151.05 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
J.
Concrete Temperature: 74 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 78 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/22/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic yard)
Ceml lbs./cu./yd Sand: 1696.0 lbs./cu./yd Types of Fracture
Cem2 473.0 lbs./cu./yd water: 115.2 lbs./ctl./yd a b c d e
Cem 3 81.0 lbs./cu./yd Ad I M/B 997 62.9 oz/cu./yd
Agg 1 1/2" 660.0 lbs./ctl./yd Ad2 ozlcti./yd I LAAgg23/8" 128.0 lbs./cll./yd Ada ozJctl./yd
Agg 3 3/4" 1092.0 lbs./ctl./yd Ad4 ozJ 100 CWT-.
Com Gone bid Gone Mod shaf eolumnat
Sand Moisture:8.1% Stone Moisture: i:/a Sdn Sher
COMPRESSIVE STRENGTH DATA
Cylinder ID C 37 A C 37 B C 37 C C 37 D
Date Cast 6/17/00 6/17/00 6/17/00 6/17/00
III NllUlltli iy
Date Tested 6/24/00 7/15/00 7/15/00 8/12/00 F C NFc
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.64 29.60 29.68 29.54
Load (lbs. ) 63,281 109,650 111,330 not j 175M
Stress (psi) 2,240 3,880 3,940 tested
Type of Fracture d a a
Reviewed by*---=., Date: '7 ?v
The information stated on this report may not he reproduced arsept in its entirely without they erpress written consent ofEastern Materials Testing
a division ofJaworskr Geotech.Inc. Use ofthe N11s11`designation dot's not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested and no other attribution may be made. Sampling and tasting were pe formed in general accordance with the following ASTM standards:
C39,C31,C94,C143.C172,C'192,C231.('617.and C1231.
A Division of
Eastern
Materials
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-0 JAWORSKI GEOTECH, INC.
JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Cli nt: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/17/00 Cylinder Set No. : C38
Time: 7:30 Truck No. : 173
Class Concrete: 3,000 psi Ticket No. : 4279
Total Quantity 290 cy Batch Time: 6:42
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: no air
Measured: 1.2%
Location of Sample: Floor column line 11F to G
Slump Specified: 4.0" max
Measured: 3.5"
Total Location of Placement:
Unit Weight: 151.25 lbs/cu./ft.
Floor J-9 to 13, 13J to D, D13 to 9, 9D to
Plastic Wt. . Cylinder Wt. : X
J.
Concrete Temperature: 76 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 80 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/22/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic yard)
Ceinl lbs./cu./yd sand: 1668.0 lbs./cu./yd Types of Fracture
Cem2 452.0 lbs./ctl./yd water: 138.0 lbs./cu./yd a b C d e
Cem 3 79.0 lbs./ctt./yd Ad I Rco 64.0 orJcu./yd
Agg 1 669.0 lbs./cu./yd Ad2 ozkti./yd I
Agg 2 114.0 lbs./cu./yd Ada o;,Jcu./yd X A
Agg 3 1107.0 lbs./cu./yd Ado OV100 CWT
Coact Coact aid Cove a d Shin Columnat
Sand Moisture:6.2% Stone Moisture: lt/a Sp(n Shur
COMPRESSIVE STRENGTH DATA
Cylinder ID C 38 A C 38 B C 38 C C 38 D
Date Cast 6/17/00 6/17/00 6/17/00 6/17/00
11 Z
Date Tested 6/24/00 7/15/00 7/15/00 8/12/00 CON&
JA
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
co
Cyl.Weight(lbs. ) 29.68 29.86 30.08 29.94
Load (lbs. ) 80,485 134,270 136,640 not
Stress (psi) 2,850 4,750 4,830 tested sII
Type of Fracture d a a ii t filllN
Reviewed b Date: 7 7 Gv
The information stated on this report may not be reproduced except in ifv entirety wNhout the express written consent ofEastern Materials Testing
a division ofJaworskt Geotech,Inc. Use ofthe N1,1_11'designation does not represent endorsement by the NISTor NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling andtesting vere 1wr(brined in generalaccordance with thefollowing ASTM standards:
C'.39,C31,C'.94,C'.143,C'172,C192.C231.C617,and C1231.
A Division of
Eastern
Materials
Testing
Laborat ry Eastern Materials Testing Laboratory
VLAP#10315- JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Proj ct: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Construction
Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Plac m nt Date: 6/17/00 Cylinder Set No. : C39
Time: Truck No. : 159
Class Concrete: 3,000 psi Ticket No. : 4285
Total Quantity 290 cy Batch Time:
Batch Quantity: 10 ' cy Air: Specified: no air
Method of Placement: chute Measured: 1.4%
Location of Sample: Floor column line 12D to E
Slump Specified: 4.0" max
Measured: 3.5"
Total Location of Placement:Unit Weight: 151.96 lbs/cu./ft.
Floor J-9 to 13, 13J to D, D13 to 9, 9D to
Plastic Wt. : Cylinder Wt. : X
J.
Concrete Temperature: degrees F
Ambient Temp: 80 degrees F
Cylinder Size: 6 x 12 inches Date Retrieved: 6/22/00
End Area: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cubic 1 Ord)
Ceml lbs./cu./yd Sand: 1668.0 lbs./cu./yd Types of Fracture
Cem2 450.0 lbs./cu./yd water: 138.0 lbs./cu./yd a b C d e
Cem 3 80.0 lbs./cu./yd Ad I Reo 63.6 orJcu./yd I t
Agg 1 660.0 lbs./ctl./yd Ad2 ozlcu./yd i LAAgg2126.0 lbs./cu./yd Ada ozku./yd
Agg 3 1101.0 lbs./cu./yd Ado orJ 100 CWT.V it
Cone Cone aid Cone avA Shin Columnar
Sand Moisture:6.2% Stone Moisture: n/R sph Shar
COMPRESSIVE STRENGTH DATA
Cylinder ID C 39 A C 39 B C 39 C C 39 D
III IIuiCO
Date Cast 6/17/00 6/17/00 6/17/00 6/17/00
I.JAh,-.c
Date Tested 6/24/00 7/15/00 7/15/00 8/12/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.82 30.08 29.80 29.88 A=175
SP
Load (lbs. ) 70,598 124,480 122,600 not
Stress (psi) 21500 4,400 4,340 tested
Type of Fracture a a a
Reviewed bY Date: 7 1
The information statedon this report may not he reproduced except in its entirety without the express written consent ofEastern 1llaterrals Testing
a division ofJaworskr(.;eotech,Inc. Ilse ofthe NV7,1P designation doe,not represent endorsement by the NISI or NVLAP.Reports are relevantonly to
items tested,and no other attribution nary he made.. Sampling and testin,rere perfamed in general accordance with the following ASTM standards:
I C 39,C 31,C 94,C 143,C 172,('.192,C 231,('617,and CI-131.
I
i
I
A Division of
Eastern
Materials
Testing Eastern Materials Testing LaboratoryfiLaboratoryaclii,ision of
VLAP#10315-o JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH,INC.
CONCEI TE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Construction
Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/17/00 Cylinder Set No. : C40
Time: 10:20 Truck No. : 174
Class Concrete: 31000 psi Ticket No. : 4293
Total Quantity 290 cy Batch Time: 9:11
Batch Quantity: 10 cy Air: Specified: no air
Method of Placement: chute Measured: 1.8%
Location of Sample: Floor column line 10D to E
Slump Specified: 4.0" max
Measured: 4.25"
Total Location of Placement:Unit Weight: 151.86 lbs/cu./ft.
Floor J-9 to 13, 13J to D, D13 to 9, 9D to
plastic Wt. : Cylinder Wt. : X
J.
Concrete Temperature: 78 degrees F
Ambient Temp: 90 degrees F
Cylinder Size: 6 x 12 inches Date Retrieved: 6/22/00
End Area: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cultic vard)
Celnl lbs./cu./yd Sand: 1296.0 lbs./cu./yd Types of Fracture
Celn2 452.0 lbs./cu./),d water: 139.5 lbs./cu./yd a b c d e
Cem 3 79.0 lbs./cu./yd Ad I Rco 63.6 ozlctilyd
i
Agg 1 690.0 lbs./cu./yd Ad2 o-rJcll./yd 1
Agg 2 102.0 lbs./cu./yd Ada ozJcu./yd L L 11
Agg 3 1095.0 Ibslctl./yd Ad4 o7J100 CWT:
Cone C,ofe&M Go*e ad Shur Columnar
Sand Moisture: n/a Stone Moisture: tt/a Split swr
COMPRESSIVE STRENGTH DATA
Cylinder ID C 40 A C 40 B C 40 C ' C 40 D
Date Cast 6/17/00 6/17/00 6/17/00 6/17/00
Date Tested 6/24/00 7/15/00 7/15/00 8/12/00 F\\\\,
t,JAwo ,
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days) SNC f=
Cyl.Weight(lbs. ) 29.80 29.84 29.86 29.54
Load (lbs. ) 56,755 105,600 115,380 not
Stress (psi) 2,010 3,730 4,080 tested
Type of Fracture a a a N
Reviewed Date: 7/0 J
The information stated on this report may not be reproduced except to trs entirety without the expre.%s wroten consent ofEastern Materials Testing
a division ofJoworskt(.;eotech.Inc. 11ee c?/'the NHAP designimon dot, not represent endorsement by the NIST or NVL4P.Reports are relevant only to
items tested,and no other attrtbtaton may he made. Sampling and teming ware performed to general accordance with thefollowing ASTM standards:
C39,C31,C:94.C.143,C.172,C'192,C231,('617'and('I231
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a(1h,isi on of
N-VLAP #10315-0 JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/17/00 Cylinder Set No. : C35
Time: 5:10 Truck No. : 163
Class Concrete: 3,000 psi Ticket No. : 196689
Total Quantity 290 cy Batch Time: 4:08
Batch Quantity: 10 cy Air: Specified: no airMethodofPlacement: chute
Measured: 2.0%
Location of Sample: Floor column line IOJ to H
Slump Specified: 4.0" max
Measured: 2.5"
Total Location of Placement:
Floor J-9 to 13, 13J to D. D-13 to 9, 9D to
Unit Weight: 153.29 lbs/cu./ft.
plastic Wt. : Cylinder Wt. : XJ.
Concrete Temperature: 76 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 72 degrees F
Date Retrieved: 6/22/00EndArea: 28.27 sq in
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic ystr )
CeinI Ibs./ctl./yd sand: 1660.0 lbs./cti./yd
Types of Fec Lure
C=2 449.0 lbs./cu./yd Water: 143.2 lbs./cti./yd
a b C d e
Cem 3 79.0 lbs./cu./yd Ad I M/B 997 62.9 ozlcu./yd
Agg 1 1/2" 716.0 lbs./cu./yd Ad2 oz/cti./yd .X AAgg23/8" 132.0 lbs./cu./yd Ada ozkti./yd
Agg 3 3/4" 1092.0 lbs./cu./yd Ado OZ/100 CNkT
Coac
IL
CAW OW COW&W SkAt ColrMau
Sand Moisture: n/a Stone Moisture: n/a S
COMPRESSIVE STRENGTH DATA
Cylinder ID C 35 A C 35 B C 35 C C 35 D
Date Cast 6/17/00 6/17/00 6/17/00 6/17/00
Date Tested 6/24/00 7/15/00 7/15/00 8/12/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 30.08 29.64 30.04 29.46
Load (lbs. ) 76,827
Stress (psi) 21720
Type of Fracture a
Reviewed by Date:
The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski(lreotech,Inc. Use ofthe NIALAI'designation does not represent endorsement by the NEST orNVLAP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing were peiformed in general accordance with the following ASTM standards:
C39,C31,C:94,C143,C172,C192,C231.('617.and C1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a diNsion of
o0 0 o eecope0 aoVLAP #10315-o JAWORSKI GEOTECH, INC. eJAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/17/00 Cylinder Set No. : C36
Time: 5:30 Truck No. : 172
Class Concrete: 3,000 psi Ticket No. : 196694
Total Quantity 290 cy Batch Time: 4:44
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: no air
Measured: 1.5$
Location of Sample: Floor column line 12J to H
Slump Specified: 4.0" max
Measured: 4.0"
Total Location of Placement:
Floor J-9 to 13, 13J to D, D13 to 9, 9D to
Unit Weight: 152.06 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
J.
Concrete Temperature: 76 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 78 degrees F
End Ar a: 28.27 sq in
Date Retrieved: 6/22/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cubic yardl
Cetnl lbs./ctl./yd sand: 1672.0 lbs./ctl./yd Types of Fracture
a b c d eCem2458.0 lbs./cu./yd water: 138.2 lbs./cu./yd
Cem 3 80.0 lbs./ctl./yd Ad l M/B 997 62.9 oz/ctl./yd i t
Agg 1 1/2" 664.0 Ibs./ctl./yd Ad2 odmi./yd iAgg23/8" 132.0 lbs./ctl./yd Ad3 oz/ctl./yd
Agg 3 3/4" 1104.0 lbs./ctl./yd Ad4 07J100 CWT
coa< Conc aiW CAm arA shin ColYTea(
Sand Moisture:6.6% Stone Moisture: n/a soil Shut
COMPRESSIVE STRENGTH DATA
Cylinder ID C 36 A C 36 B C 36 C C 36 D
Date Cast 6/17/00 6/17/00 6/17/00 6/17/00
Date Tested 6/24/00 7/15/00 7/15/00 8/12/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.84 30.02 29.60 29.84
Load (lbs. ) 71,384
Stress (psi) 21520
Type of Fracture a
Reviewed by• Date
The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Matenals Testing
a division ofJaworski Ceotech,Inc. Use ofthe NM_AP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing were perforined to general accordance with the following ASTM standards:
C39,C31,C94,C143,C172,C192,C'231.C'617,and C'1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a dii,ision of
VLAP#10315-o JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/17/00 Cylinder Set No. : C37
Time: 6:10 Truck No. : 131
Class Concrete: 3,000 psi Ticket No. : 196698
Total Quantity 290 cy Batch Time: 4:58
Batch Quantity: 10 cy Air: Specified: no air
Method of Placement: chute
Measured: 2.0$
Location of Sample: Floor column line 1OF to G
Slump Specified: 4.0" max
Measured: 4.5"
Total Location of Placement:
Floor J-9 to 13, 13J to D, D13 to 9, 9D to
Unit Weight: 151.05 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
J.
Concrete Temperature: 74 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 78 degrees F
End Area: 28.27 sq in Date Retrieved: 6/22/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Celn 1 Ibs./cu./yd sand: 1696.0 lbs./cu./yd Types of Fracture
Celn2 473.0 lbs./cu./yd water: 115.2 lbs./ctl./yd a b C d e
Cem 3 81.0 lbs./cu./yd Ad I M/B 997 62.8 o7Jcu./yd t
Agg 1 1/2 660.0 Ibs./cu./yd Ad2 o7Jcu./yd iAgg23/8 128.0 lbs./ctl./yd Ada o7Jcu./yd
Agg 3 3/4" 1092.0 lbs./cu./yd Ado oz/100 CWT fit
Comae Ctauue raid Cone mW SWr Columaat
Sand Moisture:8.1% Stone Moisture: n/a Shan
COMPRESSIVE STRENGTH DATA
Cylinder ID C 37 A C 37 B C 37 C C 37 D
Date Cast 6/17/00 6/17/00 6/17/00 6/17/00
Date Tested 6/24/00 7/15/00 7/15/00 8/12/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.W ight(lbs. ) 29.64 29.60 29.68 29.54
Load (lbs. ) 63,281
Stress (psi) 2,240
Type of Fracture d
R viewed
The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. (Ise ofthe NKAPdesignation does not represent endorsement by theNIST orNVLAP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with thefollowing ASTM standards:
C39,C.31,C:94,C.143,C172,C192,C'231.C617.and C'1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
c o0 0 0 eoop oo QoVLAP #10315-o JAWORSKI GEOTECH, INC. JAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/17/00 Cylinder Set No. : C38
Time: 7:30 Truck No. : 173
Class Concrete: 3,000 psi Ticket No. : 4279
Total Quantity 290 cy Batch Time: 6:42
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: no air
Measured: 1.2%
Location of Sample: Floor column line 11F to G
Slump Specified: 4.0" max
Measured: 3.5"
Total Location of Placement:
Floor J-9 to 13, 13J to D, D13 to 9, 9D to
Unit Weight: 151.25 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
J.
Concrete Temperature: 76 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 80 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/22/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to I cubic yard)
Frecbure
CelnI lbs./ctl./yd sand: 1668.0 lbs./ctl./yd a b
Types of
d eCeln2452.0 lbs./ctl./yd water: 138.0 Ibs./ctl./yd
Cem 3 79.0 lbs./ctl./yd Ad 1 Rco 64.0 o7lctl./yd
Agg 1 669.0 lbs./ctl./yd Ad2 oz/ctl./yd A
Agg 2 114.0 lbs./cu./yd Ada oz/cu./yd f f
Agg 3 1107.0 Ibs./ctl./yd Ad4 oz/100 CW'I` Cow Cow aiw cow tea skaf Columew
Sand Moisture:6.2% Stone Moisture: ll/il son Sit
COMPRESSIVE STRENGTH DATA
Cylinder ID C 38 A C 38 B C 38 C C 38 D
Date Cast 6/17/00 6/17/00 6/17/00 6/17/00
Date Tested 6/24/00 7/15/00 7/15/00 8/12/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.68 29.86 30.08 29.94
Load (lbs. ) 80,485
Stress (psi) 21850
Type of Fracture d
Reviewed by:,. Dater le'--/OQ
The information stated on this report may not be reproduced except in its entirely without the express written consent ofEastern Materials Testing
a division ofJaworski Geolech,Inc. Use ofthe NVL4P designation does not represent endorsement by the NISI or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were perfonned in general accordance with thefollowing A.WM standards:
C:39,C 31,C 94,C 143,C 172,C 19Z C 231,C 617.and C 1231.
Eastern A D1Vlsion of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a dii,,ision of
VLAP #10315-o JAWORSKI GEOTECH, INC. JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH, INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/17/00 Cylinder Set No. : C39
Time: Truck No. : 159
Class Concrete: 31000 psi Ticket No. : 4285
Total Quantity 290 cy Batch Time:
Batch Quantity: 10 cy Air: Specified: no airMthodofPlacement: chute
Measured: 1.4%
Location of Sample: Floor column line 12D to E
Slump Specified: 4.0" max
Measured: 3.5"
Total Location of Placement:
Unit Weight: 151.96 lbs/cu./ft.
Floor J-9 to 13, 13J to D, D13 to 9, 9D to
plastic Wt. : Cylinder Wt. : XJ.
Concrete Temperature: degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 80 degrees FDateRetrieved: 6/22/00EndArea: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Cetnl Ibs./ctt. d sand:y 1668.0 lbs./ctl./yd Types of Ffactufe
Cetn2 450.0 lbs./cti./yd water: 138.0 lbs./cu./yd a b C d e
Cem 3 80.0 Ibs./cu./yd Ad l Rco 63.6 oz/cu./yd 1
Agg 1 660.0 Ibs./cu./yd Ad2 oz/cti./yd iAgg2126.0 lbs./cu./yd Ad_ ozJcu./yd
Agg 3 1101.0 Ibs./cu./yd AN ozJ 100 C WT;
Coae Coae aiW CmavA Styr Colwnau
Sand Moisture:6.2% Stone Moisture: tt/a SA sku
COMPRESSIVE STRENGTH DATA
Cylinder ID C 39 A C 39 B C 39 C C 39 D
Date Cast 6/17/00 6/17/00 6/17/00 6/17/00
Date Tested 6/24/00 7/15/00 7/15/00 8/12/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.82 30.08 29.80 29.88
Load (lbs. ) 70,598
Stress (psi) 21500
Type of Fracture a
R vi w d by—. Date: le G/Uc"
The information stated on this report may not he reproduced except in its entirety without the express written consentofEastern Materials Testing
a division ofJaw+orski Geotech,Inc. Use ofthe NH AP designation does not represent endorsement by the NIST or IVK AP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were perforined in general accordance with thefollowing AS7M standards:
C:39,C:31,C94,C143,C172,C'192.C231,C'617,and C1231.
Eastern A Division Of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a di t,ision o,f o
VLAP #10315-0 JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/17/00 Cylinder Set No. : C40
Time: 10:20 Truck No. : 174
Class Concrete: 3,000 psi Ticket No. : 4293
Total Quantity 290 cy Batch Time: 9:11
Batch Quantity: 10 cy
Air: Specified: no airMethodofPlacement: chute
Measured: 1.8%
Location of Sample: Floor column line 10D to E
Slump Specified: 4.0" max
Measured: 4.25"
Total Location of Placement:
Unit Weight: 151.86 lbs/cu./ft.Floor J-9 to 13, 13J to D, D13 to 9, 9D to
Plastic Wt. : Cylinder Wt. : XJ.
Concrete Temperature: 78 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 90 degrees FDateRetrieved: 6/22/00EndArea: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubicya d)
Cem Types of FracturelIbs./ctl./yd sand: 128C.0 Ibs./ctl./yd a b c d eCem2452.0 lbs./ctl./yd water: 138.5 lbs./ctl./yd
Celn 3 79.0 Ibs./ctl./yd Ad 1 Reo 63.6 ozJctl./yd 1 171Agg1690.0 lbs./cu./yd Ad2 oz/cu./yd j
Agg 2 102.0 lbs./ctl./yd Ad3 oz/cu./yd
Agg 3 1095.0 Ibs./ctl./yd Ado oz/100 CWT
Comic stet Cotamau
Sand Moisture: iVa Stone Moisture: Wa spra Stu
COMPRESSIVE STRENGTH DATA
Cylinder ID C 40 A C 40 B C 40 C C 40 D
Date Cast 6/17/00 6/17/00 6/17/00 6/17/00
Dat Tested 6/24/00 7/15/00 7/15/00 8/12/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.80 29.84 29.86 29.54
Load (lbs. ) 56,755
Stress (psi) 2,010
Type of Fracture a
Reviewed by. Date:
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. (Ise ofthe N1Z1P designation does not represent endorsement by the N1ST or NPL4P.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with thefollowing As7m standards:
C39,C31,C94,C143,C'172,C192.C231.C'617.and C1231.
i
A Division of
Eastern
f-Materials
TestingEastern Materials Testis LaboratoryLaboratoryg
a IhVLsYon of
VLAP#10315-o JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
d
Placement Date: 6/23/00 Cylinder Set No. : C41
Time: 5:45 Truck No. : 152
Class Concrete: 3,000 psi Ticket No. : 197080
Total Quantity 250 cy Batch Time: 4:35
Batch Quantity: 10 cy
Method of Placement: chute
Air: specified: no air
Measured: 1.75 %
Location of Sample: Floor column line 10,
Slump Specified: 4.0" max
C tb D Measured: 4.0"
Total Location of Placement:
Floor column line D5 to 10, lOD to A, A10 to
Unit Weight: 152.98 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
5, 5A to D.
Concrete Temperature: 76 degrees F
Ambient Temp: 70 degrees F
Cylinder Size: 6 X 12 inches
Date Retrieved: 6/26/00
End Area: 28.27 sq in
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cubic )•aril)
Cetnl lbs./ctt./yd sand: 1672.0 lbs./ctl./yd Types of Fracture
a
Cetn2 450.0 lbs./ctt./yd water: 128.8 lbs./cu./yd a b C d e
I Cem 3 80.0 lbs./cu./yd Ad 1 M/B 997 62.9 orJcu./yd FA,Age 1 668.0 lbs./ctt./yd Ad2 orJctl./yd iAgg2128.0 lbs./cu./yd Ad. orlcu./yd
Agg 3 1100.0 Ibs./cu./yd Ad-I oiJ100 CWT,
11
Cone Caw aid Caere MW Shut Cotumaar
Sand Moisture:7.2% Stone Moisture: 11/a Split Shur
COMPRESSIVE STRENGTH DATA
i
Cylinder ID C 41 A C 41 B C 41 C C 41 D
A, n
Date Cast 6/23/00 6/23/00 6/23/00 6/23/00
Date Tested 6/30/00 7/21/00 7/21/00 8/18/00 t. .•
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days) x
yt 3k'
Cyl.Weight(lbs. ) 30.02 29.88 29.70 29.78 s
t No 7560 tt
Load (lbs. ) 83, 155 130,310 129,420 not
Stress (psi) 2,940 4,610 41580 tested A
Type of Fracture a a a
Reviewed by: /si `-— Date: "7 J 6cJ
The information stated on this report may not be reps oduced except in it,entireij-u•ithoiit the va-prer,written consent ofGastern Materials Testing
a division ofJativorsh Geotech,Inc. Ilse ofthe N1,7-I1'designation doe not repre%en endorsement by the NIST or NI,'L4P.Reports are relevant only to
i items tested,and no other attribution may he made. Suniphng and iv%iing were perlorined in general accordance with thefollowing AST"standards:
39,C31,C94,C'1.13,C17?.('19ZC231.('617.and('1'3l.
i
A Division of
Eastern
Materials
Leafing i.trnMtaseaertirLaboratoryEMaterials Testing Laboratory
a di lion of
VLAP#10315-o JAWORSKI GEOTECH, INC.
JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Proj ct: Target I Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Cli nt: Target Stores Subcontractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
i Placement Date: 6/23/00 Cylinder Set No. : C42
Time: 6:20 Truck No. : 173
Class Concrete: 3,000 psi Ticket No. : 197084
Total Quantity 250 cy Batch Time: 5:10
Batch Quantity: 10 cy
M thod of Placement: chute
Air: Specified: no air
Measured: 1.75 %
Location of Sample: Floor column line 10,
Slump Specified: 4.0" max
B to A Measured: 4.25"
Total Location of Placement:Unit Weight: 151.96 lbs/cu./ft.
Floor column line D5 to 10, lOD to A, A10 to
i
5, 5A to D.
Plastic Wt. : Cylinder Wt. : X
i Concrete Temperature: 76 degrees F
Ambient Temp: 70 degrees F
Cylinder Size: 6 x 12 inches Date Retrieved: 6/26/00
End Area: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cubic)-ard)
Ceml lbs./cu./yd sand: 1664.0 lbs./ctl./yd Types of Fracture
Cem2 450.0 lbs./cu./yd water: 132.0 lbs./ctl./yd a b C d e
Cem 3 80.0 lbs./cu./yd Ad I M/B 997 62.8 o:tku./yd t
Agg 1 664.0 lbs./cu./yd Ad2 o7Jctt./yd \ I LAAgg2124.0 Ibs./cu./yd Ada o7Jcu./yd I 1
Agg 3 1092.0 lbs./ctl./_yd Ad4 07J100 CWT.
Cone CAee mW Cone avA Shot Cotumoac
Sand Moisture:7.0% Stone Moisture: lt/a Snfit Shay
COMPRESSIVE STRENGTH DATA
Cylinder ID C 42 A C 42 B C 42 C C 42 D
Date Cast 6/23/00 6/23/00 6/23/00 6/23/00
C,0A,A1/.
Date Tested 6/30/00 7/21/00 7/21/00 8/18/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.82 29.94 29.62 30.02 9•'••• 0 75r;0 Q'Z
P h,
j Load (lbs. ) 93,043 147,420 153,160 not C
j Stress (psi) 3,290 5,210 5,420 tested sJarae °~
i
Type of Fracture a a a
Reviewed by: Date: 7
The information stated on this report may not he reproduced except in a%entirety rrlhoul the express written consent of 7astern Materials Testing
a division ofJaworskt(ieotech,Inc. llye of the N1,7.1I'designation doev not repre vent endorsement by the NIST or NVL.4P.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were peyorme d in general accordance with thefollowtnl;ASTM standards:
C'.39,C31,C94,C143,C172,t'I92,t'231,t'617.and t'12;I.
i
I
A Division of
Eastern
j-Materials
Testing Eastern Materials Testing LaboratoryLaboratoryadivisionof
VLAP#10315-o JAWORSKI GEOTECH, INC.
JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH,INC.
Proj ct: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Cli nt: Target Stores Subcontractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/23/00 Cylinder Set No. : C43
Time: 7:45 Truck No. : 174
Class Concrete: 3,000 psi Ticket No. : 4404
Total Quantity 250 cy Batch Time: 5:42
i Batch Quantity: 10 cy Air: Specified: no air
Method of Placement: chute Measured: 2.0%
Location of Sample: Floor column line 9 C to D
Slump Specified: 4.01, max
Measured: 3.0"
Total Location of Placement:
I Floor column line D5 to 10 IOD to A, A10 to
Unit Weight: 152.17 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
i 5, 5A to D.
Concrete Temperature: 76 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 72 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/26/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reducer!to I cubic 'aid)
Cem1 lbs./cu./yd sand: 1662.0 lbs./cu./yd Types of Fracture
Cem2 452.0 lbs./cu./yd water: 145.0 lbs./cu./yd a b C d e
Cem 3 79.0 Ibs./ m/yd Ad I Reo 64.0 oz*t yd
Agg 1 678.0 lbs./cu./yd Ad2 orJcu./yd
Agg 2 107.0 lbs./cu./yd Ad3 orJcu./)•d A
1
Agg 3 1095.0 lbs./ctl./yd AN 07J 100 C WT
Sand Moisture:6.0% Stone Moisture: n/a
Cone Cowai4 Cami"4 Skac Columnar
Split Shur
i COMPRESSIVE STRENGTH DATA
Cylinder ID C 43 A C 43 B C 43 C C 43 D
Date Cast 6/23/00 6/23/00 6/23/00 6/23/00 a
tas4aaaaat
Q COi!l1;,,
Date Tested 6/30/00 7/21/00 7/21/00 8/18/00 jA,(
j Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days) Q' s,
CO
Cyl.Weight(lbs. ) 29.86 29.90 29.92 29.96
Load (lbs. ) 80,386 131,010 127,650 not 9 N
Stress (psi) 2,840 4,630 4,510 tested
Type of Fracture a a a
Reviewed by: // — Date:
The information stated on this report inay not he reproduced except in iti entirety without the express written consent ofCastern Materials Testing
a division ofJaworski Geotech,Inc. Use(?fthe NI11_4 P designation doev nor represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were peybrnied ingeneral accordance with thefollowing ASTM standards:
C39,C'31,C.94,C143.('.172,CI 92.('231.('617.andCl231.
i
A Division of
Eastern
Materials
Testing Eastern Materials Testing LaboratoryLaboratorynCIIVLcIOr'!of
VLAP#10315-0 JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
Y
PLACEMENT DATA
Placement Date: 6/23/00 Cylinder Set No. : C44
Time: 8:00 Truck No. : 171
Class Concrete: 3,000 psi Ticket No. : 197089
Total Quantity 250 cy Batch Time: 6:06
Batch Quantity: 10 cy Air: Specified: no air
Method of Placement: chute Measured: 1.75 %
Location of Sample: Floor column line 8 B-C
Slump Specified: 4.0" max
Measured: 4.5"
Total Location of Placement:
Floor column line D5 to 10, IOD to A, A10 to
Unit weight: 151.15 lbs/cu./ft.
5, 5A to D.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 76 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 75 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/26/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubicyard)l
Celnl lbs./cu./yd sand: 1692.0 lbs./cu./yd Types of Fracture
Celn2 451.0 lbs./cu./yd water: 136.0 lbs./cu./yd a b C d e
Cem 3 83.0 lbs./cu./yd Ad 1 M/B 997 63.0 ozJcu./yd
Agg 1 1/2" 664.0 lbs./cu./yd Ad2 oiJcu./yd 1 LAAgg23/8" 140.0 lbs./cu./NA Ada orJcu./yd
Agg 3 3/4" 1096.0 Ibs./cu./yd Ado oiJ 100 CWT,
Comae Coae aM Cope_nd Skat Cdumnat
Sand Moisture:6.7`%u Stone Moisture: 11/a sok Shen
i
COMPRESSIVE STRENGTH DATA
Cylinder ID C 44 A C 44 B C 44 C C 44 D
Date Cast 6/23/00 6/23/00 6/23/00 6/23/00
Date Tested 6/30/00 7/21/00 7/21/00 8/18/00
i
Specimen Age 7 days) ( 28 days) 28 days) 56 days) sP9Y ) Y ) ( Y )
Cyl.Weight(lbs. ) 29.66 29.34 29.64 29.64 of cT
7 575 121 320 113 510 notLoad (lbs. )2,C N5
Stress (psi) 2,570 4,290 4,010 tested
Type of Fracture a a a
Reviewed by: Date: 7/2 3/'C)0
The information stated on this report may not he reproduced arcep in its eratrety without the arpress written consent ofEastern Materials Testing
a division ofJaworskr(ieotech,Inc Me of the N1•7_41'dvsi,,nation does not represent endorsement by the NISTor Nl'LAP.Reports are relevant only to
items tested and no other attribution may he made. Sampling and te.+tinK were performed in general accordance with thefollowing ASTM standards:
C39,C.31,C.94,C143,C172,C192.C231.('617.and C1231.
I
A Division of
Eastern
Materials
Testing itrnMtaseaerLaboratoryEGIsTestingLaboratory
a di0sion of
VLAP#10315-0 JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/23/00 Cylinder Set No. : C45
Time: 10:40 Truck No. : 148
Class Concrete: 3,000 psi Ticket No. : 4420
Total Quantity 250 cy Batch Time: 9:30
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: no air
Measured: 2.0%
j Location of Sample: Floor column line 7, C to
Slump Specified: 4.01, max
Measured: 3.0,,
Total Location of Placement:
Floor column line D5 to 10, IOD to A, A10 to
Unit Weight: 151.15 lbs/cu./ft.
5, 5A to D.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 78 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 75 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/26/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cubic yard)
Celnl lbs./cu./yd Sand: 1671.0 lbs./cll./yd Types of Fracture
Celn2 452.0 lbs. u./yd water: 142.5 lbs./cu./yd a b C d e
Celn 3 79.0 lbs./cu./yd Ad I Reo 64.0 o-rJcu./},d
Agg 1 657.0 lbs./cu./yd Ad2 orlcll./yd 1 LAAgg2126.0 lbs./cu./yd Ad3 o7JCU./yd
Agg 3 1107.0 lbs./cu./yd Ad4 07J100 CWT: ` /
Cone Cam MW C w avA Shur Columnar
Sand Moisture: 11/1 Stone Moisture: Wa split Shot
COMPRESSIVE STRENGTH DATA
Cylinder ID C 45 A C 45 B C 45 C C 45 D
Date Cast 6/23/00 6/23/00 6/23/00 6/23/00 GO1, 1 ,:
Date Tested 6/30/00 7/21/00 7/21/00 8/18/00 A •'. ''"`"'rq'pr ;
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.66 29.92 30.02
1
e
O17 r L
Load (lbs. ) 103,320 161,560 156,620 not 97^••, /C SE ,•`\`{
C
Stress (psi) 3,650 5,710 5,540 tested
Type of Fracture a a a
Reviewed by.Date: 7`3/v
The information stated on this report cony not he reproduced accept in u,entirety without the express written consent offcistern Materials Testing
a division ofJaworski(.;eotech,Inc. Use o/-the N11,41'de.vgnation dnc•,not represent endorsement by the NIST orNVL4P.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and It,Nnrig were pelfinrmed in general accordance with thefollowing ASTM standards:
C39,C31,C94,C143,C'172,('192.('231.('617.andC1231.
Eastern
A Division of
Mat rials 3
Test
LaborL s tory Eastern Materials Testing LaboratoryLaboratory
a division of
VLAP#10315-0 JAWORSKI GEOTECH, INC.
JAWORSKI
CONC ETE DATA SUMMARY
GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date:6/23/00 Cylinder Set No. : C46
Time: 12:00 Truck No. : 148
Class Concrete: 3,000 psi Ticket No. : 4425
Total Quantity 250 cy Batch Time: 11:11
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: no air
Measured: 1.25 $
R Location of Sample: Floor column line 6 B to C
Slump Specified: 4.0" max
Measured: 4.0"
Total Location of Placement:
Unit Weight: 150.23 lbs/cu./ft.Floor column line D6 to 10, 10D to A, A10 to
Plastic Wt. : Cylinder Wt. : X6, 6A to D.
Concrete Temperature: 74 degrees F
Ambient Temp: 75 degrees FCylinderSize: 6 x 12 inches
Date Retrieved: 6/26/00EndArea: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION 0-educed to cubic• Irdl
Ceml lbs./cu./yd Sand: 1669.0 lbs./ctl./yd Types of Fracture
Celn2 449.0 lbs./ctl./yd Water: 141.0 lbs./ctl./yd a b C d e
Cem 3 82.0 lbs./cu./yd Ad I Rco 64.0 o/Jctl./yd
Agg 1 657.0 lbs./ctl./yd Ad2 orJctl./yd 1 LAAgg2129.0 Ibs./cu./yd Ada orlctl./yd
Agg 3 1095.0 lbs./ctl.6A Ad4 orJ100 CWT.
Sand Moisture:6.0% Stone Moisture: 11/It
Cone roacard aid Sher Columna(
Split Shear
COMPRESSIVE STRENGTH DATA
Cylinder ID C 46 A C 46 B C 46 C C 46 D
Date Cast 6/23/00 6/23/00 6/23/00 6/23/00
Date Tested 6/30/00 7/21/00 7/21/00 8/18/00 y\N J,q
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.48 29.98 29.80 29.68
Load (lbs. ) 84,638 137,730 127,650 not A N 17560 Q r
Stress (psi) 21990 4,870 41510 tested
ON L F.
Type of Fracture a a a
i
Reviewed by:'r ellc Date: e7 Ct-)
The information stated on this report may not he reproduced accept in its entirety without the express written consent offastern/lfaterials Testing
a division ofJaworski Geotech.Inc. Use of the N11_41'designation dues not rcpre.%ent endorsement by the NIST or NVL P.Reports are relevant only to
items tested,and no other attribution may he made. Saniphrig and tesrin,i were pet.form ed in general accordance with the following ASTM standards:
C39,C'31,C'94.C'143,C172,C'19_,C 231,C617,and C1'31.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#1031-5-0 JAWORSKI GEOTECH, INC.JAWORSKI
GE07ECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No.: 00141C
South Windsor, CT Contractor: Konover Construction
Cli nt: Target Stores SubContractor: Gargiulo Construction
Suppli r: Afudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Plac meet Date: 6/23/00 Cylinder Set No. : C41
Time: 5:45 Truck No. : 152
Class Concrete: 3,000 psi Ticket No. : 197080
Total Quantity 250 cy Batch Time: 4:35
Batch Quantity: 10 cy Air: Specified: no airMethodofPlacement: chute
Measured: 1.75 $
Location of Sample: Floor column line 10,
Slump Specified: 4.0" max
C to D Measured: 4.0"
Total Location of Placement:
Floor column line D5 to 10, lOD to A, A10 to
Unit Weight: 152.98 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
5, 5A to D.
Concrete Temperature: 76 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees F
Date Retrieved: 6/26/00EndArea: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Celnl lbs./cu./yd sand: 1672.0 Ibs./cu./yd Types of Fracture
a b cCem2450.0 lbs./cu./yd water: 128.8 lbs./cu./yd d e
Cem 3 80.0 lbs./ctl./yd Ad 1 M/B 997 62.8 oz/cu./yd 1
Agg 1 668.0 lbs./cu./yd Ad2 ozlcu./yd X 1 j
Agg 2 128.0 lbs./ctl./yd Ad3 oz/mi./yd A 11
Agg 3 1100.0 lbs./ctl./yd Ad4 oz/100 CWT
CAM Cam aid CAM aid Shas Columau
Sand Moisture:7.2% Stone Moisture: n/a split sbar
COMPRESSIVE STRENGTH DATA
Cylinder ID C 41 A C 41 B C 41 C C 41 D
Date Cast 6/23/00 6/23/00 6/23/00 6/23/00
Date Tested 6/30/00 7/21/00 7/21/00 8/18/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 30.02 29.88 29.70 29.78
Load (lbs. ) 83,155
Stress (psi) 21940
Type of Fracture a
Revi wed by: /4-? Date: 6AC16D
The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with the following ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315- JAWORSKI GEOTECH, INC. JAWORSKI
CONCRETE DATA SUMMARY
cEoTECH,INC.
Proj ct: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Cli nt: Target Stores SubContractor: Gargiulo Construction
Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/23/00 Cylinder Set No. : C42
Time: 6:20 Truck No. : 173
Class Concrete: 3,000 psi Ticket No. : 197084
Total Quantity 250 cy Batch Time: 5:10
Batch Quantity: 10 cy Air: Specified: no airMethodofPlacement: chute Measured: 1.75 %
Location of Sample: Floor column line 10,
Slump Specified: 4.0" maxBtoA
Measured: 4.25"
Total Location of Placement:
Floor column line D5 to 10, lOD to A, A10 to
Unit Weight: 151.96 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X5, 5A to D.
Concrete Temperature: 76 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees F
End Area: 28.27 sq in Date Retrieved: 6/26/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to l cubic yard)
Ceml lbs./ctl./yd Sand: 1664.0 lbs./cti./yd Types of Fracture
Celn2 450.0 lbs./ctl./yd Water: 132.0 lbs./cu./yd a b C d e
Celn 3 80.0 lbs./cti./yd Ad 1 M/B 997 62.8 oz/ctt./yd 1 1
Agg 1 664.0 lbs./ctl./yd Ad2 oz/ctl./yd j
Agg 2 124.0 lbs./ctl./yd Ad3 oz/cu./yd
Agg 3 1092.0 lbs./cti./yd AN oz/100 CWT
Cone Cone aid Cons sad Skat Colamou
Sand Moisture:7.0% Stone Moisture: n/a sd'a Shear
COMPRESSIVE STRENGTH DATA
Cylinder ID C 42 A C 42 B C 42 C C 42 D
Date Cast 6/23/00 6/23/00 6/23/00 6/23/00
Date Tested 6/30/00 7/21/00 7/21/00 8/18/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.82 29.94 29.62 30.02
Load (lbs. ) 93,043
Str ss (psi) 3,290
Type of Fracture a
Reviewed by: Date:
The information statedon this report may not he reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NYIAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may he iiiade. Sampling and testing were performed in general accordance with thefollowing AS7M standards:
C39,C31,C94,C143,C172,C192,C231,C'617.and C'1231.
Eastern A Division of
Materials
Testing
Laboratory gastern Materials Testing Laboratory
a division of
VLAP#10315- JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH,INC.
ONC ETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Cli nt: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/23/00 Cylinder Set No. : C43
Time: 7:45 Truck No. : 174
Class Concrete: 3,000 psi Ticket No. : 4404
Total Quantity 250 cy Batch Time: 5:42
Batch Quantity: 10 cy Air: Specified: no airMthodofPlacement: chute
Measured: 2.0%
Location of Sample: Floor column line 9 C to D
Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
Unit Weight: 152.17 lbs/cu./ft.Floor column line D5 to 10, IOD to A, A10 to
Plastic Wt. : Cylinder Wt. : X5, 5A to D.
Concrete Temperature: 76 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 72 degrees FDateRetrieved: 6/26/00EndArea: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Celnl lbs./cu./yd sand: 1662.0 lbs./ctl./yd Types of Fracture
Celn2 452.0 lbs./cu./yd water: 145.0 lbs./ctl./yA
a b C d e
Celn 3 79.0 lbs./ctl./yd Ad 1 Reo 64.0 oz/ctl./yd 1 1
Agg 1 678.0 lbs./ctl./yd Ad2 ozlcu./yd / 1 jAy 11Agg2107.0 lbs./ctl./yd Ada oz/ctl./yd 1
Agg 3 1095.0 lbs./ctl./yd A& oz/100 C WT
Cow Cove aid Coat sad Sksr Columeas
Sand Moisture:6.0% Stone Moisture: iVa soil Shay
COMPRESSIVE STRENGTH DATA
Cylinder ID C 43 A C 43 B C 43 C C 43 D
Date Cast 6/23/00 6/23/00 6/23/00 6/23/00
Date T sted 6/30/00 7/21/00 7/21/00 8/18/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.86 29.90 29.92 29.96
Load (lbs. ) 80,386
Stress (psi) 2,840
Type of Fracture a
Reviewed by: 4 3 Date: 1-
The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. (Ise ofthe NVLAP designation does not represent endorsement by the NIST orNVL AP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performedin general accordance with thefollowing ASTM standards:
C 39,C:31,C 94,C 143,C:172,C 192,C 231,C 617,and C 1231.
Eastern A Division of
Idaterials
Testis`
Laboratory Eastern Materials Testing Laboratory
a division of
NVLAP#10315- JAWORSKI GEOTECH, INC.
JAWORSKI
CONCRETE DATA SUMMARY GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Cli nt: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placem nt Date: 6/23/00 Cylinder Set No. : C44
Time: 8:00 Truck No. : 171
Class Concrete: 3,000 psi Ticket No. : 197089
Total Quantity 250 cy Batch Time: 6:06
Batch Quantity: 10 cy Air: Specified: no airMethodofPlacement: chute
Measured: 1.75 %
Location of Sample: Floor column line 8 B-C
Slump Specified: 4.0" max
Measured: 4.5"
Total Location of Placement:
Unit Weight: 151.15 lbs/cu./ft.Floor column line D5 to 10, 10D to A, A10 to
plastic Wt..- Cylinder Wt. : X5, 5A to D.
Concrete Temperature: 76 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 75 degrees FDateRetrieved: 6/26/00EndArea: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cubic yard)
Celnl lbs./cu./yd sand: 1692.0 lbs./cu./yd Types of Fracture
Celn2 451.0 lbs./cu./yd water: 136.0 lbs./cu./yd a b C d e
Cem 3 83.0 lbs./ctl./yd Ad I M/B 997 63.0 oz/cu./yd
Agg 1 1/2" 664.0 lbs./ctl./yd Ad2 oz/cu./yd
Agg 2 3/8" 140.0 lbs./cu./yd Ad3 oz/cu./yd / A /11
Agg 3 3/4" 1096.0 lbs./cu./yd AN oz/100 CWT k `
COW Cone a1W Cone>aad Shcsf Columaar
Sand Moisture:6.7% Stone Moisture: lt/a Split Shut
COMPRESSIVE STRENGTH DATA
Cylinder ID- C 44 A C 44 B C 44 C C 44 D
Date Cast 6/23/00 6/23/00 6/23/00 6/23/00
Date T sted 6/30/00 7/21/00 7/21/00 8/18/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.66 29.34 29.64 29.64
Load (lbs. ) 72,575
Stress (psi) 21570
Type of Fracture a
Revi wed by: lebr-' Date: &x/o c->
The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworskt Geolech,Inc. Use oftheNVLAP designation does not represent endorsement by theNISTor NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were perforined in general accordance with the following ASTM standards:
C:39,C31,C94,C143,C172,C192,C231,C617.and C1231.
Eastern A Division of
Ilalerials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Proj ct: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Cli nt: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Plac m nt Date: 6/23/00 Cylinder Set No. : C45
Time: 10:40 Truck No. : 148
Class Concrete: 3,000 psi Ticket No. : 4420
Total Quantity 250 cy Batch Time: 9:30
Batch Quantity: 10 cy
M thod of Placement: chute
Air: Specified: no air
Measured: 2.0$
Location of Sample: Floor column line 7 C to D
Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
Unit Weight: 151.15 lbs/cu./ft.
Floor column line D5 to 10, IOD to A, A10 to
Plastic Wt. : Cylinder Wt. : X
5, 5A to D.
Concrete Temperature: 78 degrees F
Ambient Temp: 75 degrees F
Cylinder Size: 6 x 12 inches
Date Retrieved: 6/26/00
End Area: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to I cubic y ird)
1671.0 lbs./cu./ d Types of FractureCem1lbs./cti./yd sand: y
Cem2 452.0 lbs./cti./yd water: 142.5 lbs./cu./yd a b C d e
Cem 3 79.0 lbs./cu./yd Ad 1 Reo 64.0 oz/cu./yd 1 1
Agg 1 657.0 lbs./cu./yd Ad2 oz/cu./yd / I j
Agg 2 126.0 lbs./cu./yd Ad3 oz/cu./yd
Agg 3 1107.0 lbs./cu./yd Ado oz/100 CWT
Com Qw and C m and Skar Colutnou
Sand Moisture: il/1 Stone Moisture: n/a Spl'a Shay
COMPRESSIVE STRENGTH DATA
Cylinder ID C 45 A C 45 13 C 45 C C 45 D
Date Cast 6/23/00 6/23/00 6/23/00 6/23/00
Date Tested 6/30/00 7/21/00 7/21/00 8/18/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.66 29.92 30.02
Load (lbs. ) 103,320
Stress (psi) 3,650
Type of Fracture a
Reviewed by:Date:
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. (Ise ofthe NVLAP designation does not represent endorsement by the NISI or NVLAP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with the following ASTM standards:
C39,C31,C:94,C143,C:172,C192,C'2.31,C617,and C1231.
Eastern A Division of
tlaterials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-0 JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Proj et: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/23/00 Cylinder Set No. : C46
Time: 12:00 Truck No. : 148
Class Concrete: 3,000 psi Ticket No. : 4425
Total Quantity 250 cy Batch Time: 11:11
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: no air
Measured: 1.25 %
Location of Sample: Floor column line 6 B to C
Slump Specified: 4.0" max
Measured: 4.0"
Total Location of Placement:
Floor column line D6 to 10, lOD to A, A10 to
Unit Weight: 150.23 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
6, 6A to D.
Concrete Temperature: 74 degr s F
Ambient Temp: 75 degrees F
Cylinder Size: 6 X 12 inches
Date Retrieved: 6/26/00
End Area: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic yard)
Ceml lbs./cti./yd sand: 1668.0 lbs./cii./yd Types of Fracture
Cem2 449.0 lbs./cu./yd Water: 141.0 lbs./cu./yd a b c d e
Cem 3 82.0 lbs./cu./yd Ad 1 Reo 64.0 oz/cu./yd t t
Agg 1 657.0 lbs.kti./yd Ad2 oz/ai./yd X i j
Agg 2 129.0 lbs./cu./yd Ada oz/cu./yd
Agg 3 1095.0 lbs./cu./yd AN oz/100 CWT
CAM CAae aid CAM MW Shan CONMOS(
Sand Moisture:6.0% Stone Moisture: n/aK Shar
COMPRESSIVE STRENGTH DATA
Cylinder ID C 46 A C 46 B C 46 C C 46 D
Date Cast 6/23/00 6/23/00 6/23/00 6/23/00
Date Tested 6/30/00 7/21/00 7/21/00 8/18/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.48 29.98 29.80 29.68
Load (lbs. ) 84,638
Stress (psi) 21990
Type of Fracture a
Reviewed by: / Date: &13;OA6
The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NH AP designation does not represent endorsement by the NIST or NK AP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing were performed to general accordance with the following ASTM standards:
C39,C31,C94,C143,C172,C192,C231,C617,and C'1231.
A Division of
Eastern u-Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division o'
VLAP#10315- JAWORSKI GEOTECH, INC. JAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/24/00 Cylinder Set No. : C47
Time: 5:40 Truck No. : 152
Class Concrete: 3,000 psi Ticket No. : 197162
Total Quantity 180 cy Batch Time: 4:38
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: no air
Measured: 2.0%
Location of Sample: Floor column line 4 B to C
Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:Unit Weight: 151.76 lbs/cu•/ft•
Floor column line D1 to 5, 5D to A, A5 to
Plastic Wt. : Cylinder Wt. : X
3.5, 3.5A to B, 63.5 to 1•
Concrete Temperature: 72 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 68 degrees F
Date Retrieved: 6/26/00
End Area: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Types of Fracture
Cem 1 lbs./cu./yd Sand: 1668.0 lbs./cu./yd a b C d e
Cem2 455.0 lbs./cu./yd Water: 147.2 lbs./cu./yd
Cem 3 80.0 lbs./cu./yd Ad 1 MB 997 62.8 oz/cu./yd
Agg 1 1/2" 672.0 lbs./cu./yd Ad2 oz/cu./yd A i
Agg 2 3/8" 128.0 lbs./cu./yd Ad3 oz/cu./yd
Agg 3 3/4" 1100.0 lbs./cu./yd Ad4 oz/100 CWT Com Gone aria CAe e ai4 Sbcat Cdumaa(
Sand Moisture:6.0% Stone Moisture: n/a
Sp6t shar
COMPRESSIVE STRENGTH DATA
Cylinder ID C 47 A C 47 B C 47 C C 47 D
G ()
f
Date Cast 6/24/00 6/24/00 6/24/00 6/24/00
ONCE J.
Date Tested 7/1/00 7/22/00 7/22/00 8/19/00 ,,\.'y>
CO
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days) = =
15120 MU
Cyl•Weight(lbs• ) 29.78 29.44 29.68 29.66
Load (lbs• ) 84,045 142,480 145,940 not SS/ONAL 11,\
Stress (psi) 2,970 5,040 5,160 tested 11111 11HImiti4
Type of Fracture a a a
Reviewed by: / (` — Dater
The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
A Division of
Eastern
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
C pe0o O s ONVLAP#10315-JAWORSKI GEOTECH, INC. JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/24/00 Cylinder Set No. : C48
Time: 6:25 Truck No. : 172
Class Concrete: 3,000 psi Ticket No. : 197167
Total Quantity 180 cy Batch Time: 5:20
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: no air
Measured: 1.25 %
Location of Sample: Floor column line 4 C to B Slump Specified: 4.0^ max
Measured: 3.0^
Total Location of Placement:
Floor column line D1 to 5, 5D to A, A5 to
Unit Weight: 150.03 lbs/cu•/ft•
3.5, 3.5A to B, B3.5 to 1• Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 72 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 68 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/26/00
Method of Compression: Neoprene Caps
BATCH TI!LKET INFORMATION(reduced to 1 cubic yard)
Fracture
Cem 1 lbs./cu./yd S a n d: 1664.0 lbs./cu./yd a b
Types of
d e
Cem2 450.0 lbs./cu./yd Water: 149.6 lbs./cu./yd
Cem 3 79.0 lbs./cu./yd Ad 1 MB 997 62.8 oz/cu./yd
Agg 1 660.0 lbs./cu./yd Ad2 oz/cu./yd I I
Agg 2 125.0 lbs./cu./yd Ad3 oz/cu./yd I/ 1
Agg 3 1100.0 lbs./cu./yd Ado oz/100 CWT ' Conc Com&W Cone and Slxu Columnm
Sand Moisture: 6.0% Stone Moisture: n/a sp'l Spar
COMPRESSIVE STRENGTH DATA
Cylinder ID C 48 A C 48 B C 48 C C 48 D
Date Cast 6/24/00 6/24/00 6/24/00 6/24/00 Al GON111 ''''
Date Tested 7/1/00 7/22/00 7/22/00 8/19/00 J. ice;
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl•Weight(lbs• ) 29.44 29.46 29.44 29.52 15120
Load (lbs• ) 86,220 140,000 141,390 not CENS ``
Stress (psi) 3,050 4,950 5,000 tested
Type of Fracture a a a
Reviewed by: /`ylC'l Date: -7
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 23/,C 617,and C 1231.
Eastern A Division of
MaterialsOmni
Laboratory Eastern Materials Testing Laboratory
a division of
NVLAP#10315-JAWORSKI GEOTECH, INC.JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/24/00 Cylinder Set No. : C49
Time: 7:54 Truck No. : 134
Class Concrete: 3,000 psi Ticket No. : 4442
Total Quantity 180 cy Batch Time: 6:18
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: no air
Measured: 1.25 %
Location of Sample: Floor column line 3 C to B
Slump Specified: 4.0^ max
Measured: 4.5"
Total Location of Placement:Unit Weight: 152.88 lbs/cu•/ft•
Floor column line D1 to 5, 5D to A, A5 to Plastic Wt. : Cylinder Wt. : X3.5, 3.5A to B, B3.5 to 1•
Concrete Temperature: 74 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 68 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/26/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Fracture
Cem 1 lbs./cu./yd Sand: 1686.0 lbs./cu./yd
Types of
a b d e
Cem2 452.0 lbs./cu./yd Water: not available lbs./cu./yd
Cem 3 530.0 lbs./cu./yd Ad 1 Reo 64.0 oz/cu./yd
Agg 1 657.0 lbs./cu./yd Ad2 oz/cu./yd
Agg 2 78.3 lbs./cu./yd Ad3 oz/cu./yd
Agg 3 1902.0 lbs./cu./yd Ad4 oz/100 CWT' Cone CAW aM CA+e and Shear Columnar
Sand Moisture: n/a Stone Moisture: n/a sp't ar
COMPRESSIVE STRENGTH DATA
Cylinder ID C 49 A C 49 B C 49 C C 49 D
Date Cast 6/24/00 6/24/00 6/24/00 6/24/00
Date Tested 7/1/00 7/22/00 7/22/00 8/19/00 x\\`6F UL
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)r,yQ'
Cyl-Weight(lbs• ) 30.00 29.94 29.98 29.92 Z
Load (lbs• ) 87,011 128,730 131,700 not
C
o 20O\\\\
Stress (psi) 3,080 4,550 4,660 tested sSCENS' C?
Type of Fracture a a a
Reviewed by: 4c:;P/`Date: 1/261<W
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
Eastern
A Division Of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315- JAWORSKI GEOTECH, INC.JAWORSKI
CEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/24/00 Cylinder Set No. : C50
Time: 9:15 Truck No. : 134
Class Concrete: 3,00d psi Ticket No. : 4449
Total Quantity 180 cy Batch Time: 8:17
Batch Quantity: 10 cy Air: Specified: no airMethodofPlacement: chute
Measured: 1.75 X
Location of Sample: Floor column line 2-D to C Slump Specified: 4.0^ max
Measured: 4.0^
Total Location of Placement:
Floor column line D1 to 5, 5D to A, A5 to
Unit Weight: 153.19 lbs/cu•/ft•
3.5, 3.5A to B, 63.5 to 1• Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 74 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 68 degrees F
End Area: 28.27 sq in Date Retrieved:
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Types of Fracture
Cem 1 lbs./cu./yd Sand: 1677.0 lbs./cu./yd a b C d e
Cem2 451.0 lbs./cu./yd Water: 132.5 lbs./cu./yd
Cem 3 80.0 lbs./cu./yd Ad 1 Reo 64.0 oz/cu./yd I i l I
Agg 1 669.0 lbs./cu./yd Ad2 oz/cu./yd X I I
n , ll
Agg 2 114.0 lbs./cu./yd Ad3 oz/cu./yd % \ /01
Agg 3 1098.0 lbs./cu./yd Ado oz/100 CWT CAW Cons wW Cone and Shur Columnar
Sand Moisture:6.5% Stone Moisture: n/a
Shur
COMPRESSIVE STRENGTH DATA
Cylinder ID C 50 A C 50 B C 50 C C 50 D
Date Cast 6/24/00 6/24/00 6/24/00 6/24/00
CON
DateDate Tested 7/1/00 7/22/00 7/22/00 8/19/00 E"''
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl•Weight(lbs• ) 30.06 30.10 29.98 30.04
15120
Load (lbs• ) 88,890 143,660 145,840 not 0,`,
Qj
c` CENS
Stress (psi) 3,140 5,080 5,160 tested S, /O/NAL
y
Type of Fracture a a a
ll
Reviewed by: -";l A4;—Date: 7 Z 6/
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NISI or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
Eastern A Division of
katerials
Testing
Laboratory Eastern Materials Testing Laboratory
el a division of
VLAP#10315—o JAWORSKI GEOTECH, INC.JAWORSKI
GEO'MCH,INC.
CONCRETE DATA SUMMARY
Proj ct: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Cli nt: Target Stores SubContractor: Gargiulo Construction
Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/24/00 Cylinder Set No. : C47
Time: 5:40 Truck No. : 152
Class Concrete: 3,000 psi Ticket No. : 197162
44
Total Quantity 180 cy Batch Time: 4:38
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: no air
Measured: 2.0%
Location of Sample: Floor column line 4 B to C
Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
Floor column line D1 to 5, 5D to A, A5 to
Unit Weight: 151.76 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
3.5, 3.5A to B, B3.5 to 1.
Concrete Temperature: 72 degrees F
Cylind r Size: 6 x 12 inches Ambient Temp: 68 degrees F
End Area: 28.27 sq in Date Retrieved: 6/26/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic yard)
Ceml lbs./cu./yd Sand: 1668.0 lbs./cu
Types of Fracture./yd
a b c d eCem2455.0 lbs./cu./yd water: 147.2 lbs./cu./yd
Cem 3 80.0 lbs./cu./yd Ad 1 M/B 997 62.8 oz/cu./yd 1 t 1
Agg 1 1/2" 672.0 lbs./ctl./yd Ad2 oz/ctl./yd riAgg23/8" 128.0 lbs./ctl./yd Ad3 oz/cu./yd
Agg 3 3/4" 1100.0 lbs./ctl./yd A& oz/100 CWT.
Com Cove aid Cone sad Shcat Columaac
Sand Moisture:6.0% Stone Moisture: nh split Shin
COMPRESSIVE STRENGTH DATA
Cylinder ID C 47 A C 47 B C 47 C C 47 D
Date Cast 6/24/00 6/24/00 6/24/00 6/24/00
Date Tested 7/l/00 7/22/00 7/22/00 8/19/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.78 29.44 29.68 29.66
Load (lbs. ) 84,045
Stress (psi) 2,970
Type of Fracture a
Reviewed by:Date: 4061 a
The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NK AP designation doer not represent endorsement by the NISI or NVLAP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with thefollowing ASTM standards:
C 39,C 31,C 94,C 143,C 17Z C 192,C 231,C 617,and C 1231.
Eastern A Division ofFamHaterials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#1031s- JAWORSKI GEOTECH, INC,JAWORSKI
MOTECH,INC.
CONCRETE DATA SUMMARY
Proj ct: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Cli nt: Target Stores Subcontractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Placem nt Date: 6/24/00 Cylinder Set No. : C48
Time: 6:25 Truck No. : 172
Class Concrete: 3,000 psi Ticket No. : 197167
Total Quantity 180 cy Batch Time: 5:20
Batch Quantity: 10 cy Air: Specified: no airMthodofPlacement: chute
Measured: 1.25 $
Location of Sample: Floor column line 4 C to B
Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
Unit Weight: 150.03 lbs/cu./ft.
Floor column line D1 to 5, 5D to A, A5 to
Plastic Wt. : Cylinder Wt. : X3.5, 3.5A to B, B3.5 to 1.
Concrete Temperature: 72 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 68 degrees F
End Area: 28.27 sq in
Date Retrieved: 6/26/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Cem1 lbs./cu./yd Sand: 1664.0 lbs./cu Types of Fracture./yd
a b C d eCem2450.0 lbs./cu./yd water: 149.6 lbs./cu./yd
Cem 3 79.0 lbs./cu./yd Ad 1 M/B 997 62.8 oz/cu./yd 1
Agg 1 660.0 lbs./cu./yd Ad2 oz/cu./yd
XAgg2125.0 lbs./cu./yd Ad3 oz/cu./yd A it
Agg 3 1100.0 lbs./cu./yd Ad4 oz/100 CWT.
Cone Cow aria Cone aad Spar Columear
Sand Moisture:6.0% Stone Moisture: IV,,i SO,Shan
COMPRESSIVE STRENGTH DATA
Cylinder ID C 48 A C 48 B C 48 C C 48 D
Date Cast 6/24/00 6/24/00 6/24/00 6/24/00
Date Tested 7/1/00 7/22/00 7/22/00 8/19/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.44 29.46 29.44 29.52
Load (lbs. ) 86,220
Stress (psi) 3,050
Type of Fracture a
Reviewed by: x Date:
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEasternMaterials Testing
a division ofJaworski Geotech,Inc. Use ofthe N117.4P designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and noother attribution may be made. Sampling and testing were performed in general accordance with thefollowing ASTM standards:
C39,C31,C94,C143,C172,C192,C231,C.617,and C1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315- JAWORSKI GEOTECH, INC.JAWORSKI
CONCRETE DATA SUMMARY
cEoTEcH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Cli nt: Target Stores SubContractor: Gargiulo Construction
Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Plac m nt Date: 6/24/00 Cylinder Set No. : C49
Time: 7:54 Truck No. : 134
Class Concrete: 3,000 psi Ticket No. : 4442
Total Quantity 180 cy Batch Time: 6:18
Batch Quantity: 10 cy
M thod of Placement: chute
Air: Specified: no air
Measured: 1.25 %
Location of Sample: Floor column line 3 C to B
Slump Specified: 4.0" max
Measured: 4.5,,
Total Location of Placement:
Floor column line DI to 5, 5D to A, A5 to
Unit Weight: 152.88 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X3.5, 3.5A to B, B3.5 to 1.
Concrete Temperature: 74 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 68 degrees F
00-
End Area: 28.27 sq in Date Retrieved: 6/26/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cuboc yard)
Ceml lbs./cu./yd sand: 1686.0 lbs./cu./yd Type:of Fracture
Cem2 452.0 lbs./cu./yd water: not available lbs./cu./yd a b C d e
Cem 3 530.0 lbs./cu./yd Ad 1 Reo 64.0 oz/cu./yd t t
Agg 1 657.0 lbs./cu./yd Ad2 u/mi./yd X A itAgg278.3 Ibs./cu./yd Ada oz/cu./yd t
Agg 3 1902.0 lbs./cu./yd AN OZ/100 CW"l'
Coat Croce acid Gone and Shin Columear
Sand Moisture: n/a Stone Moisture: n/a Split shay
COMPRESSIVE STRENGTH DATA
Cylinder ID C 49 A C 49 B C 49 C C 49 D
Dat Cast 6/24/00 6/24/00 6/24/00 6/24/00
Date Tested 7/l/00 7/22/00 7/22/00 8/19/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 30.00 29.94 29.98 29.92
Load (lbs. ) 87,011
Stress (psi) 3,080
Type of Fracture a
Reviewed by: )/-3 Date: ilk)/ao
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Ilse oftheNVLAP designation does not represent endorsement by the NIST orNYLAP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with the following ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-o JAWORSKI GEOTECH, INC.
JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Construction
Supplier: Aiudi Concrete JGI Representative: J.E. Anderson
PLACEMENT DATA
Plac ment Date: 6/24/00 Cylinder Set No. : C50
Time: 9:15 Truck No. : 134
Class Concrete: 3,000 psi Ticket No. : 4449
Total Quantity 180 cy Batch Time: 8:17
Batch Quantity: 10 cy Air: Specified: no airMethodofPlacement: chute
Measured: 1.75 %
Location of Sample: Floor column line 2-D to C
Slump Specified: 4.0" max
Measured: 4.0"
Total Location of Placement:
Floor column line D1 to 5, 5D to A, A5 to
Unit Weight: 153.19 lbs/cu./ft.
3.5, 3.5A to B, B3.5 to 1.Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 74 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 68 degrees F
End Area: 28.27 sq in Date Retrieved:
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to l cultic yard)
Ceiul lbs./cu./yd Sand: 1677.0 lbs./cu./yd Types of Fmctue
Cein2 451.0 lbs./ctl./yd Water: 132.5 lbs./cti./yd a b C d e
Cem 3 80.0 lbs./cu./yd Ad I Reo 64.0 oz/cu./yd t t t
Agg 1 669.0 lbs./ctl./yd Ad2 oz/ctl./ydX AAgg2114.0 lbs./cu./yd Ad3 oz/ctl./yd
Agg 3 1098.0 lbs./cti./yd Ado oz/100 CWT.
Cone Cone&W Cone and Shut Columaat
Sand Moisture:6.5% Stone Moisture: n/a Split Shan
COMPRESSIVE STRENGTH DATA
Cylinder ID C 50 A C 50 B C 50 C C 50 D
Date Cast 6/24/00 6/24/00 6/24/00 6/24/00
Date Tested 7/l/00 7/22/00 7/22/00 8/19/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 30.06 30.10 29.98 30.04
Load (lbs. ) 88,890
Stress (psi) 3,140
Type of Fracture a
Reviewed by: 16 31 Date: G
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NISTorNVLAP.Reports are relevant only to
items tested,and no other attribution may he inade. Sampling and testing were performed in general accordance with the following ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
Eastern A Division of
Uaterials
Testing
Laboratory Eastern Materials Testing Laboratory
a dit,ision of
VLAP#10315-o JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Proj ct: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Helder M. Nunes
Supplier: Tilcon JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/30/00 Cylinder Set No. : C51
Time: 9:50 Truck No. : 113
Class Concrete: 4,000 psi Ticket No. : 140818
Total Quantity 20 cy Batch Time: 8:47
Batch Quantity: 10 cy
M thod of Placement: chute
Air: Specified: 5-7$
Measured: 5.•5%
Location of Sample: Sidewalk A-9
Slump Specified: 4.0" max
Measured: 2.5"
Total Location of Placement:
Unit Weight: 149.21 lbs/cu./ft.
Sidewalk A-9 to 5, southwest side of
Plastic Wt. : Cylinder Wt. : X
building
Concrete Temperature: 78 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 72 degrees F
End Area: 28.27 sq in Date Retrieved: 7/5/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic yard)
Celn1 610.0 lbs./ctilyd sand: 1414.0 lbs./ctl./yd Type:of Fracture
Celn2 lbs./ctt./yd Water: 233.2 lbs./ctt./yd a b C d e
Cem 3 Ibs./cti./yd Ad 1 Darex 5.6 oz/ctl./yd 1 1
Agg 1 3/8" 632.0 Ibs./ctl./yd Ad2 Hycol 18.5 o7Jct1./yd A 11Agg23/4" 1126.0 Ibs./cti./yd Ad3 ozJcti./yd 11
Agg 3 Ibs./cti./yd AN 07J100 CWT
Comae Cone aid C w aaA Shur Columeac
Sand Moisture:4.7% Stone Moisture: lt/a Split shay
COMPRESSIVE STRENGTH DATA
Cylinder ID C 51 A C 51 B C 51 C C 51 D
Date Cast 6/30/00 6/30/00 6/30/00 6/30/00
Date Tested 7/7/00 7/28/00 7/28/00 8/25/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.28 29.62 29.50 29.32
Load (lbs. ) 110,840
Stress (psi) 31920
Type of Fracture a
Reviewed by--- Date: 7 ,,1
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech.Inc. (Ise ofthe Nl'I-IP designation does not represent endorsement by the N1STor NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were?performed in general accordance with the following ASTM standards:
C.39,C:31,C 94,C 143,C.172,C 192.C 231,C 617,and C 1231.
A Division of
Eastern
Materials 1,
Labora tory
Testing Eastern Materials Testing Laboratory
a division of
VLAP#10315-JAWORSKI GEOTECH, INC. JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Helder M. Nunes
Supplier: Tilcon JGI Representative: J.E. Anderson
PLACEMENT DATA
Placement Date: 6/30/00 Cylinder Set No. : C51
Time: 9:50 Truck No. : 113
Class Concrete: 4,000 psi Ticket No. : 140818
Total Quantity 20 cy Batch Time: 8:47
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: 5-7$
Measured: 5.5%
Location of Sample: Sidewalk A-9
Slump Specified: 4.011 max
Measured: 2.5f1
Total Location of Placement:
Sidewalk A-9 to 5, southwest side of
Unit Weight: 149.21 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
building
Concrete Temperature: 78 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 72 degrees F
End Area: 28.27 sq in
Date Retrieved: 7/5/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic,yard)
Cem 1 610.0 lbs./cu./yd S an d: 1414.0 lbs./cu./yd
Types of Fracture
Cem2 lbs./cu./yd Water: 233.2 lbs./cu./yd a b C d e
Cem 3 lbs./cu./yd Ad 1 Darex 5.6 oz/cu./yd t
EAgg13/811632.0 lbs./cu./yd Ad2 Hycol 18.5 oz/cu./ydXAgg23/4" 1126.0 lbs./cu./yd Ad3 oz/cu./yd t 1
Agg 3 lbs./cu./yd Ad4 oz/100 CWT v \4
Coac Coac grid Coat and Skit Columnar
Sand Moisture: 4.7% Stone Moisture: n/a Split Shcu
COMPRESSIVE STRENGTH DATA
Cylinder ID C 51 A C 51 B C 51 C C 51 D
Date Cast 6/30/00 6/30/00 6/30/00 6/30/00
Date Tested 7/7/00 7/28/00 7/28/00 8/25/00
tX Cl llllll/iiiii,_CEJ.
Specimen Age 7 days) ( 28 days) ( 28 days) (5 6 days) q- Q• G
C 1.Weight(lbs. ) 29.28 29.62 29.50 29.32y
Load (lbs. ) 110, 840 130,610 137,730 not 15120
Stress (psi) 3, 920 4,620 4,870 tested IIIIIi Cr
Type of Fracture a a a
Reviewed by: /j— _ Date: G
The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NISTor NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
Eastern A Division ofFaMaterials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of o
NVEA-P#10315-JAWORSKI GEOTECH, INC.
JAWORSKI
CONCRETE DATA SUMMARY GEOTECH, INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Helder M. Nunes
Supplier: Tilcon JGI Representative: M. Kraemer
PLACEMENT DATA
Placement Date: 7/5/00 Cylinder Set No. : C52
Time: 10:35 Truck No. : 434
Class Concrete: 4,000 psi Ticket No. : 236890
Total Quantity 50 cy Batch Time: 9:46
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: 5-7%
Measured: 5.25 %
Location of Sample: North sidewalk
Slump Specified: 4.011 max20' east of side entrance
Measured: 3.0"
Total Location of Placement:
North sidewalk Unit Weight: 147.99 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 84 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 80 degrees FDateRetrieved- 7/8/00EndArea: 28.27 sq in
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic,yard).
Cem 1 612.0 lbs./cu./yd Sand: 1428.0 lbs./cu./yd
Types of Fracture
Cem2 lbs./cu./yd Water: 252.2 lbs./cu./yd a b c d e
Cem 3 lbs./cu./yd Ad 1 Darex 5.7 oz/cu./yd FAgg13/8" 646.0 lbs./cu./yd Ad2 Hycol 18.6 oz/cu./yd X 1111Agg23/4" 1138.0 lbs./cu./yd Ad3 oz/cu./yd
Agg 3 lbs./cu./yd AN oz/100 CWT
Coxc Comic&M Cam and Shur Columna(
Sand Moisture: 5.6% Stone Moisture: n/a Split Shay
COMPRESSIVE, STRENGTH DATA
Cylinder ID C 52 A C 52 B C 52 C C 52 D
Date Cast 7/5/00 7/5/00 7/5/00 7/5/00
Date Tested 7/12/00 8/2/00 8/2/00 8/30/00
Y ..Specimen Age 7 days) ( 2 8 days) ( 2 8 days) (5 6 days)
Cyl.Weight (lbs. ) 29.04 29.10 29.10 29.12
Load (lbs. ) 98,679 106,680 107,380 132,790 1+ ` ,.itt,to • ./
Stress (psi) 3,490 3,770 3,800 4,700
10
Type of Fracture a a a a
Reviewed by: 1)4 6 I/-/-- Date: (,
c 3 I
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NISTor NVLAP.Reports are relevant only to
items tested,and no other attribution may bemade. Sampling and testing wereperformed in general accordance with thefollowing ASTMstandards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-0 JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Helder M. Nunes
Supplier: Tilcon JGI Representative: M. Kraemer
PLACEMENT DATA
Placement Date: 7/5/00 Cylinder Set No. : C52
Time: 10:35 Truck No. : 434
Class Concrete: 4,000 psi Ticket No. : 236890
Total Quantity 50 cy Batch Time: 9:46
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: 5-7%
Measured: 5.25
Location of Sample: North sidewalk
2 Slump Specified: 4.0" max
0' east of side entrance
Measured: 3.0"
Total Location of Placement:
North sidewalk
Unit Weight: 147.99 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 84 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 80 degrees F
End Area: 28.27 sq in Date Retrieved: 7/8/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Cem l 612.0 lbs./cu./yd S a n d: 1428.0 lbsku./yd
Types of Fracture
a dCem2lbs./cu./yd Water: 252.2 lbs./cu./yd
b c e
Cem 3 lbs./cudyd Ad I Darex 5.7 oz/cu./yd
Agg 1 3/8" 646.0 lbs./cu./yd Ad2 Hycol 18.6 oz/cu./yd ri
Agg 2 3/4" 1138.0 lbs./cu./yd Ad3 oz/cu./yd
Agg 3 lbsku./yd Ad4 oz/100 CWT`Conc Conc and Cone and Shea( Columnar
Sand Moisture:5.6% Stone Moisture:n/a soft Shear
COMPRESSIVE STRENGTH DATA
Cylinder ID C 52 A C 52 B C 52 C C 52 D
Date Cast 7/5/00 7/5/00 7/5/00 7/5/00 C N
Date Tested 7/12/00 8/2/00 8/2/00 8/30/00 o,• •1.Jp bird c
Specimen Age 7 days) ( 2 8 days) ( 28 days) (5 6 days)CO Q 1sih e o
anCyl.Weight (lbs. ) 29.04 29.10 29.10 29.12an
60Load (lbs. ) 98, 679 106,680 107,380
Stress (psi) 3,490 3,770 3, 800 4 JQ i
Type of Fracture a a a
Reviewed by:-O' , C:i -rr— Date: S—_>/`?/ac,
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
Q diNision of
VLAP#10315-0 JAWORSKI GEOTECH, INC.
JAWORSKI
CONCRETE DATA SUMMARY GEOTECH, INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover ConstructionClient: Target Stores SubContractor: Helder M. Nunes
Supplier: Tilcon JGI Representative: M. Kraemer
PLACEMENT DATA
Placement Date: 7/5/00 Cylinder Set No. : C52
Time: 10:35 Truck No. : 434
Class Concrete: 4,000 psi Ticket No. : 236890
Total Quantity 50 cy Batch Time: 9:46
Batch Quantity: 10 cy •
Method of Placement: chute Air: Specified: 5-7
Location of Sample: North sidewalk
Measured: 5.25 %
20' east of side entrance Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
North sidewalk Unit Weight: 147.99 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 84 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 80 degrees F
End Area: 28.27 sq in Date Retrieved: 7/8/00
BATCH TICKET INFORM ON
Method of Compression: Neoprene Caps
reduced to 1 Cubic yard.)
Cem1 612.0 lbs./cu./yd sand: 1428.0 lbs./ctl./yd Types of Fracture
Celn2 lbs./ctl./yd water: 252.2 lbs./ctl./yd a b C d e
Cein 3 Ibs./ctl./yd Ad I Darex 5.7 o7Jct1./ydAgg13/8" 646.0 Ibs./ctl./yd Ad2 Hycol 18.6 o7Jct1./yd EAgg23/4" 1138.0 lbs./ctl./yd Ad3 wdctl./yd ./\ j l l
Agg 3 lbs./ctt./ d Ado 11yo7J100CWT-,
Com Cone aid Cone aad shay Co(umftarSandMoisture:5.6% Stone Moisture: n/a sp;i shear
COMPRESSIVE STRENGTH DATA
Cylinder ID C 52 A C 52 B C 52 C C 52 D
Date Cast 7/5/00 7/5/00 7/5/00 7/5/00
Date Tested 7/12/00 8/2/00 8/2/00 8/30/00
Sp cimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cy1.Weight(lbs. ) 29.04 29.10 29.10 29.12
Load (lbs. ) 98,679
Stress (psi) 3,490
Typ of Fracture a
Revi wed by: --:::2-Y. Date: -7 dJ
The information stated on this report may not he reproduced except in its entirely without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc (Ise ofthe N117-AI'desrl natuon does not represent endorsement by the NISI or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and lestin1;were performed in general accordance with the following ASTM standards:C'.39,C 31,C'.94,C 143,C 172,C 192,('231.(`617.and C 1231.
i
Eastern A Division of
WLAP
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of#
10315-0 JAWORSKI GEOTECH, INC.JAWORSKI
CONCRETE DATA SUMMARY GEOTECH, INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Helder M. Nunes
Supplier: Tilcon JGI Representative: M. Kraemer
PLACEMENT DATA
Placement Date: 7/6/00 Cylinder Set No. : C53
Time: 10:00 Truck No. : ill
Class Concrete: 4, 000 psi Ticket No. : 140897
Total Quantity 20 cy Batch Time: 8:48
Batch Quantity:. 10 cy Air: Specified: 5-7%Method of Placement: chute
Measured: 6.0%
Location of Sample: Northern sidewalk
4 Slump Specified: 5.0" max0' west of front entrance
Measured: 5.0"
Total Location of Placement:
Northern sidewalk Unit Weight: 145.64 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 83 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees FDateRetrieved: 7/8/00EndArea: 28.27 sq in
Method of Compression: Neoprene Caps
BATCH TICK_F.T INFORMATION(reduced to 1 cubic yard)
Cem 1 612.5 lbs./cu./yd Sand: 1412.0 lbs./cu./yd
Types of Fracture
a b d eCem2lbs./cu./yd Water: 238.0 lbs./cu./yd
Cem 3 lbs./cu./yd Ad 1 Darex 5.7 oz/cu./yd EAgg13/811634.0 lbs./cu./yd Ad2 Hycol 18.5 oz/cu./ydAgg23/4 1130.0 lbs./cu./yd Ad3 oz/cu./yd
Agg 3 lbs./cis./yd Ado Oz/100 CWT`
COM Cam aw Cone aad Shur Columnar
Sand Moisture: 4.4% Stone Moisture: 0.0% Sher
COMPRESSIVE STRENGTH DATA
Cylinder ID C 53 A C 53 B C 53 C C 53 D
Date Cast 7/6/00 7/6/00 7/6/00 7/6/00 a•G`E`-r .
a'.. .ONNct
Date Tested 7/13/00 8/3/00 8/3/00 8/31/00 CT '<<JA Igo,• ,, `
Specimen Age 7 days) ( 28 days) ( 28 days) (5 6 days)
C,QQ
Cyl.Weight(lbs. ) 28.58 28.78 28.66 28.50 r
Load (lbs. ) 92,054 113,800 100,160 117,160 9•'•, 7560 !
O,• IC NSEQ.• c,`
Stress (psi) 3,260 4,020 3,540 4,140 S1' AL.EN\oA
Type of Fracture a a d a
Reviewed by:/ G 1-(-- Date: 9 ff 'V'/
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Concrete
Supplier: Aiudi JGI Representative: M. Kraemer
PLACEMENT DATA
Placement Date: 7/6/00 Cylinder Set No. : C54
Time: 1:05 Truck No. : 134
Class Concrete: 3, 000 psi Ticket No. : WH 3997
Total Quantity 33 cy Batch Time: 12:09
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: no air
Measured: 1.25
Location of Sample: Floor slab A.5, 3
Slump Specified: 4.0" max
Measured: 4 .0"
Total Location of Placement:
Floor slab Unit Weight: 152.06 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 85 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 75 degrees FDateRetrieved: 7/8/00EndArea: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Cem 1 452.0 Ibs./cu./yd S a n d: 1674.0 lbs./cu./yd
Types of Fracture
a b c d eCem279.0 lbs./cu./yd Water: 141.5 lbs./cu./yd
Cem 3 lbs./cu./yd Ad 1 Reo 64.0 oz/cu./yd
Agg 1 660.0 lbsdculyd Ad2 oz/cu./yd ri I 1
Agg 2 1122.0 lbs./cu./yd Ad3 oz/cu./yd
Agg 3 123.0 lbs./cu./yd Ado oz/100 CWT'Conc Cone uid Cone and Shcar Columnar
Sand Moisture: 6.0% Stone Moisture: 0.0% S011 Shur
COMPRESSIVE STRENGTH DATA
Cylinder ID C 54 A C 54 B C 54 C C 54 D
Date Cast 7/6/00 7/6/00 7/6/00 7/6/00
Date Tested 7/13/00 8/3/00 8/3/00 8/31/00
Specimen Age 7 days) ( 28 days) ( 28 days) (56 days)
Cyl.Weight(lbs. ) 29.84 29.70 29.68 29.70
Load (lbs. ) 105, 990 119,140 119, 140 not o ••
tp
Stress (psi) 3,750 41210 4,210 tested
N,
Type of Fracture a a a
Reviewed by: Date: (f
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by theNISIor NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing wereperformed in general accordance with thefollowing ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
A Division of
Eastern
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-JAWORSKI GEOTECH, INC. JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Helder M. Nunes
Supplier: Tilcon JGI Representative: M. Kraemer
PLACEMENT DATA
Placement Date: 7/6/00 Cylinder Set No. : C53
Time: 10:00 Truck No. : 111
Class Concrete: 4,000 psi Ticket No. : 140897
Total Quantity 20 cy Batch Time: 8:48
Batch Quantity: 10 cy
Method of Placement: chute
Air: specified: 5-7$
Measured: 6.0%
Location of Sample: Northern sidewalk
40' west of front entrance
Slump Specified: 5.0" max
Measured: 5.0"
Total Location of Placement:
Northern sidewalk
Unit weight: 145.64 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 83 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 70 degrees F
End Area: 28.27 sq in
Date Retrieved: 7/8/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Types of Fracture
Cem 1 612.5 lbs./cu./yd Sand: 1412.0 lbs./cu./yd a b c d e
Cem2 lbs./cu./yd Water: 238.0 lbs./cu./yd
Cem 3 lbs./cu./yd Ad I Darex 5.7 oz/cu./yd
Agg 1 3/8" 634.0 lbs./cu./yd Ad2 Hycol 18.5 oz/cu./yd jAgg23/4" 1130.0 lbs./cu./yd Ad3 oz/cu./yd L L I 1
Agg 3 lbs./cu./yd Ado oz/100 CWT Goat Gamic aria Cam&rA Shcat Cotumaac
Sand Moisture: 4.4% Stone Moisture: 0.0% Svut Shur
COMPRESSIVE STRENGTH DATA
Cylinder ID C 53 A C 53 B C 53 C C 53 D 0 O rrof
Date Cast 7/6/00 7/6/00 7/6/00 7/6/00
low
Date Tested 7/13/00 8/3/00 8/3/00 8/31/00 C');'
G't
Specimen Age 7 days) ( 2 8 days) ( 2 8 days) (5 6 days)low me
15120 'L..
C 1.Wei ht(lbs.) 28.58 28.78 28.66 28.50 t 4.-',, ' ',eY9
Load (lbs.) 92,054 113,800 100,160
d1A1!!11
Stress (psi) 3,260 4,020 3,540
Type of Fracture a a d
J
Reviewed by: Date: (f I l
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NISTorNVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
A Division of
EasternFWLAP
Materials
TestinLaboratory Eastern Materiels Testing Laboratory
a division of
10315-o JAWORSKI GEOTECH, INC. JAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Helder M. Nunes
Supplier: Tilcon JGI Representative: M. Kraemer
PLACEMENT DATA
Placement Date: 7/6/00 Cylinder Set No. : C53
Time: 10:00 Truck No. : III
Class Concrete: 4,000 psi Ticket No. : 140897
Total Quantity 20 cy Batch Time: 8:48
Batch Quantity: 10 cy Air: Specified: 5-7%Method of Placement: chute
Measured: 6.0%
Location of Sample: Northern sidewalk
40' west of front entrance Slump Specified: 5.0" max
Measured: 5.0"
Total Location of Placement:
Northern sidewalk
Unit Weight: 145.64 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 83 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees F
End Area: 28.27 sq in
Date Retrieved: 7/8/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic,,> >rd)
Cem 1 612.5 lbs./ctl./yd Sand: 1412.0 lbs./ctl./yd Types of Fracture
Celn2 lbs./ctl./yd water: 238.0 lbs./ctl./yd a b C d e
Cem 3 lbs./ctl./yd Ad 1 Darcx 5.7 oz/ctl./yd
Agg 1 3/8" 634.0 lbs./ctl./yd Ad2 Hycol 18.5 oz/ctl./yd X 1 L j
Agg 2 3/4" 1130.0 lbs./ctl./yd Ad3 oz/cu./yd
Agg 3 lbs./cu./yd Ado 07J100 CWT.
Cow ("root aid rw aad Shin Cdumau
Sand Moisture:4.4% Stone Moisture: 0.0% SOO Shur
COMPRESSIVE STRENGTH DATA
Cylinder ID C 53 A C 53 B C 53 C C 53 D
Date Cast 7/6/00 7/6/00 7/6/00 7/6/00
Date Tested 7/13/00 8/3/00 8/3/00 8/31/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 28.58 28.78 28.66 28.50
Load (lbs. ) 92,054
Stress (psi) 3,260
Type of Fracture a
Reviewed by:Date:
The information stated on this report may not be reproduced except in its entirely without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NO AP designation does not represent endorsement by the NIST or NVL AP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and tasting were performed in general accordance with thefollowing ASTM standards:
C:39,C 31,C 94,C 143,C:172,C 192,C 231.C 617.and C 1231.
A Division of
Eastern
Materials
Testin
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-o JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Concrete
Supplier: Aiudi JGI Representative: M. Kraemer
PLACEMENT DATA
Placement Date: 7/6/00 Cylinder Set No. : C54
Time: 1:05 Truck No. : 134
Class Concrete: 3,000 psi Ticket No. : WH 3997
Total Quantity 33 cy Batch Time: 12:09
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: no air
Measured: 1.25 $
Location of Sample: Floor slab A.5, 3
Slump Specified: 4.0" max
Measured: 4.0"
Total Location of Placement:
Floor slab
Unit Weight: 152.06 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 85 degrees F
Ambient Temp: 75 degrees F
Cylinder Size: 6 X 12 inches
Date Retrieved: 7/8/00
End Area: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic 3 lyd)
Celnl 452.0 lbs./ctl./yd sand: 1674.0 lbs./ctl./yd Types of Fracture
Cem2 79.0 lbs./ctl./yd water: 141.5 lbs./ctl./yd a b C d e
Cem 3 lbs./cu./yd Ad 1 Reo 64.0 ozlcu./yd t 1
Agg 1 660.0 lbs./ctl./yd Ad2 ozlcu./yd 1 j
Agg 2 1122.0 lbs./cti./yd Ad3 oz/cti./yd X 11
Agg 3 123.0 Ibs./ctl./yd Ad-1 oz/100 CWT; `
1
COW Goat aid Coat MW Shag Cotae au
Sand Moisture:6.0% Stone Moisture: 0.0% spGi Sha(
COMPRESSIVE STRENGTH DATA
Cylinder ID C 54 A C 54 B C 54 C C 54 D
Date Cast 7/6/00 7/6/00 7/6/00 7/6/00
Date Tested 7/13/00 8/3/00 8/3/00 8/31/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.84 29.70 29.68 29.70
Load (lbs. ) 105,990
Stress (psi) 3,750
Type of Fracture a
Reviewed byl-- Date: 714
The information stated on this report may not be reproduced crcept in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski(.ieotech,Inc. (Ise of the N17.4P designation does not represent endorsement by the NI.ST or NPL AP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with the following ASTW standards:
C'.39,C31,C94,C'.143,C172,C192,('231.C617.andC1231.
A Division ofEastern
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a di 4si on of
o _eo oeC'eVLAP#10315-o JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Concrete
Supplier: Aiudi JGI Representative: M. Kraemer
PLACEMENT DATA
Placement Date: 7/8/00 Cylinder Set No. : C55
Time: 11:35 Truck No. : 131
Class Concrete: 3,000 psi Ticket No. : 197660
Total Quantity 20 cy Batch Time: 10:17
Batch Quantity: 10 cy Air: Specified: no airMethodofPlacement: chute
Measured: 1.25 %
Location of Sample: Floor slab A.5, 2.2
Slump Specified: 4.0" max
Measured: 4.5"
Total Location of Placement:
Floor slab
Unit Weight: 151.45 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 81 degrees F
Cylinder Size: 6 X 12 inches
Ambient Temp: 75 degrees F
End Area: 28.27 sq in
Date Retrieved: 7/12/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic yard)
Ceml AtlanticR 454.0 lbs./ctl./yd Sand: 1676.0 lbs./ctl./yd Types of Fracture
Cem2 New Cem 89.0 lbs./cu./yd Water: 134.4 lbs./cu./yd a b c d e
Cem 3 Ibs./ctl./yd Ad I MB 997 62.9 orJcu./yd NAgg11/2"TR 660.0 lbs./cu./yd Ad2 oz/cu./yd j 11
Agg 2 3/8"TR 120.0 lbs./ctl./yd Ada orJctl./yd A / 11
Agg 3 3/4"TR 1092.0 lbs./cu./yd Ado o7J100 CWT.
Cone Cone aid C'W AVA Shur Colufflaac
Sand Moisture:6.9% Stone Moisture: 0.0% SgAn Shur
COMPRESSIVE STRENGTH DATA
Cylinder ID C 55 A C 55 B C 55 C C 55 D
Date Cast 7/8/00 7/8/00 7/8/00 7/8/00
Dat Tested 7/15/00 8/5/00 8/5/00 9/2/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 29.72 29.80 29.70 29.82
Load (lbs. ) 81,177
Stress (psi) 2,870
Type of Fracture a
Reviewed by3--. Date: '7// 7/0J
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Waterials Testing
a division ofJaworskt Geotech,Inc. Ilse of the NI,LIP designation does not represent endorsement by the NISI or NIVLAP.Reports are relevant only to
items tested,and no other attribution may he made. Sampling and tasting were performed in general accordance with the followinAASTM standards:
C:39,C'.31,C94,C:143,C172,C'192,C231.('617.and C1231.
Eastern A Division of
lwlalerials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-JAWORSKI GEOTECH, INC.JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH, INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Concrete
Supplier: Aiudi JGI Representative: M. Kraemer
PLACEMENT DATA
Placement Date: 7/8/00 Cylinder Set No. : C55
Time: 11:35 Truck No. : 131
Class Concrete: 3, 000 psi Ticket No. : 197660
Total Quantity 20 cy Batch Time: 10:17
Batch Quantity: 10 cy Air: Specified: no airMethodofPlacement: chute
Measured: 1.25
Location of Sample: Floor slab A.5, 2.2
Slump Specified: 4.0" max
Measured: 4.5"
Total Location of Placement:
Floor slab Unit Weight: 151.45 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 81 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 75 degrees FDateRetrieved- 7/12/00EndArea: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Cem 1 AtlanticR 454.0 lbs./cu./yd S a n d: 1676.0 lbs./culyd
Types of Fracture
a b c d eCem2NewCem89.0 lbs./cu./yd Water: 134.4 lbs./cu./yd
Cem 3 lbs./cu./yd Ad 1 MB 997 62.9 oz/cu./yd i
Agg 1 1/2"TR 660.0 lbs./cu./yd Ad2 oz/cu./yd
Agg 2 3/8"TR 120.0 lbs./cu./yd Ad3 oz/cu./yd
Agg 3 3/4"TR 1092.0 lbs./cu./yd AM oz/100 CWT coM Cone aria Cone and St c:f Columnar
Sand Moisture:6.9% Stone Moisture: 0.0% Split
COMPRESSIVE STRENGTH DATA
Cylinder ID C 55 A C 55 B C 55 C C 55 D
Date Cast 7/8/00 7/8/00 7/8/00 7/8/00 GO Nkr
Date Tested 7/15/00 8/5/00 8/5/00 9/2/00 0JAW
Specimen Age 7 days) ( 2 8 days) ( 28 days) (56 days) J);CJ
Cyl.Weight(lbs. ) 29.72 29.80 29.70 29.82 R
Load (lbs. ) 81, 177 106,680 102,730 not p EN
Stress (psi) 2, 870 3,770 3,630 tested NA
Type of Fracture a a a
Reviewed by:Date: /7/CX/
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NISTor NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
Eastern A Division of
Materials
Testin
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Concrete
Supplier: Aiudi JGI Representative: J. Anderson
PLACEMENT DATA
Placement Date: 7/13/00 Cylinder Set No. : C56
Time: 5:40 Truck No. : 163
Class Concrete: 3,500 psi Ticket No. : 4730
Total Quantity 100 cy Batch Time: 4:56 -
Batch Quantity: 10 cy Air: Specified: 5-7%Method of Placement: chute Measured: 6.5%
Location of Sample: Loading dock exterior slab
Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
Loading dock exterior slab Unit Weight: 146.46 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 78 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 62 degrees F
End Area: 28.27 sq in
Date Retrieved: 7/14/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Types of Fracture
Cem 1 570.0 lbs./cu./yd Sand: 1438.0 lbs./cu./yd a b C d e
Cem2 lbs./cu./yd Water: 184.5 lbs./cu./yd
Cem 3 lbs./cu./yd Ad 1 Air 5.0 oz/cu./yd
Agg 1 1/2" 648.0 lbs./cu./yd Ad2 Reo 38.8 oz/cu./yd A i t
Agg 2 3/8" 741.0 lbs./cu./yd Ad3 oz/cu./yd
Agg 3 3/4" 1812.0 lbs./cu./yd Ado ozJ100 CWT Cork Colic aid Coat and $hc:r Cdumaar
Sand Moisture: n/a Stone Moisture: n/a
Split Sht:r
COMPRESSIVE STRENGTH DATA
Cylinder ID C 56 A C 56 B C 56 C C 56 D
F
Date Cast 7/13/00 7/13/00 7/13/00 7/13/00 J••. OlV11I ,
Date Tested 7/20/00 8/10/00 8/10/00 9/7/00 AW0,9•.®mot`a
c I sf.eSpecimenAge7days) ( 28 days) ( 28 days) (56 days) CO
Cyl.Weight(lbs.) 28.74 28.50 28.78 28.62 Q
OQ; 17
Load (lbs.) 86,112 110,440 94,130 0.'••! E •••••
Stress (psi) 3,050 3,910 3,330
Type of Fracture a a d
Reviewed by: ,--- Date: ' /YC)v
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
Eastern A Division of
Uaterials
Testing
Laboratory Eastern Materials Testing Laboratory
a division q/ oa
NVLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: Gargiulo Concrete
Supplier: Aiudi JGI Representative: J. Anderson
PLACEMENT DATA
Placement Date: 7,13,00 Cylinder Set No. : C57
Time: 7:10 Truck No. : 108
Class Concrete: 3,500 psi Ticket No. : 4735
Total Quantity 100 cy Batch Time: 5:57
Batch Quantity: 10 cy
Air: Specified: 5-7%Method of Placement: chute
Measured: 6.0%
Location of Sample: Loading dock exterior slab Slump Specified: 4.0" max
Measured: 3.75"
Total Location of Placement:
Unit Weight: 147.07 lbs/cu./ft.Loading dock exterior slab
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 76 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 62 degrees FDateRetrieved: 7/14/00EndArea: 28.27 sq in
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Types of Fracture
Cem 1 572.0 lbs./cu./yd Sand: 1443.0 lbs./cu./yd a b c d eCem2lbs./cu./yd Water: 179.5 lbs./cu./yd
Cem 3 lbs./cu./yd Ad 1 Air 4.9 oz/cu./yd
Agg 1 1/2" 651.0 lbs./cu./yd Ad2 Reo 39.2 oz/cu./yd
1X, A Fill
Agg 2 1050.0 lbs./cu./yd Ad3 oz/cu./yd
Agg 3 930.0 lbs./cu./yd AN oz/100 CWT Cow Ca c acid Cock avA Ska, Columnu
Sand Moisture: n/a Stone Moisture: n/a so;(Shut-
COMPRESSIVE STRENGTH DATA
Cylinder ID C 57 A C 57 B C 57 C C 57 D 11811118100
Date Cast 7/13/00 7/13/00 7/13/00 7/13/00 F•G......
Date Tested 7/20/00 8/10/00 8/10/00 9/7/00 Q" •y JAIV,Q° o
Specimen Age 7 days) ( 2 8 days) ( 28 days) (56 days)
Cyl.Weight(lbs. ) 28.86 28.90 28.90 28.54 O o A:
Load (lbs.) 90,175 105,910 105,317 not ENS° ,.••' •°
Aw
Stress (psi) 3,190 3,750 3,720 tested poRl ; `'~
Type of Fracture a a a
Reviewed by: 14— Date: g///Y Chu
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NISTorNVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192.C 231,C 617,and C 1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division o1
VLAP#10315-JAWORSKI GEOTECH, INC. JAWORSKI
CONCRETE DATA SUMMARY
GEOTECH, INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Concrete
Supplier: Aiudi JGI Representative: J. Anderson
PLACEMENT DATA
Placement Date: 7/13/00 Cylinder Set No. : C56
Time: 5:40 Truck No. : 163
Class Concrete: 3,500 psi Ticket No. : 4730
Total Quantity 100 cy Batch Time: 4:56
Batch Quantity: 10 cy Air: Specified: 5-7%Method of Placement: chute
Measured: 6.5%
Location of Sample: Loading dock exterior slab
Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
Loading dock exterior slab Unit Weight: 146.46 lbs/cu•/ft•
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 78 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 62 degrees F
End Area: 28.27 sq in Date Retrieved: 7/14/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic,Yard)
Cem 1 570.0 lbs./cu./yd Sand: 1438.0 lbs./cu./yd
Types of Fracture
a b C d eCem2lbs./cu./yd Water: 184.5 lbs./cu./yd
Cem 3 lbs./cu./yd Ad 1 Air 5.0 oz/cu./yd t
Agg 1 1/2" 648.0 lbs./cu./yd Ad2 Reo 38.8 oz/cu./yd ri it
Agg 2 3/8" 741.0 lbs./cu./yd Ad3 oz/cu./yd
11
Agg 3 3/4" 1812.0 lbs./cu./yd AM oz/100 CWT' '4 V
Cone Gonc anQ Cone and r Cdumnu
Sand Moisture: n/a Stone Moisture: n/a Split st"l`
COMPRESSIVE STRENGTH DATA
Cylinder ID C 56 A C 56 B C 56 C C 56 D
Date Cast 7/13/00 7/13/00 7/13/00 7/13/00
Date Tested 7/20/00 8/10/00 8/10/00 9/7/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl•Weight(lbs• ) 28.74 28.50 28.78 28.62
Load (lbs• ) 86,112
Stress (psi) 3,050
Type of Fracture a
Reviewed by: ,e-- Date: ?
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,andno other attribution may be made. Sampling and testing wereperformed in general accordance with thefollowing ASTMstandards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617.and C 1231.
r
Eastern A Division of
Materials
Laboratory Eastern Materials Testing Laboratory
a division of O
0
NVLAP#10315-0 JAWORSKI GEOTECH, INC. 1-0.000
JAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Concrete
Supplier: Aiudi JGI Representative: J. Anderson
PLACEMENT DATA
Placement Date: 7/13/00 Cylinder Set No. : C56
Time: 5:40 Truck No. : 163
Class Concrete: 3,500 psi Ticket No. : 4730
Total Quantity 100 cy Batch Time: 4:56
Batch Quantity: 10 cy Air: Specified: 5-7%Method of Placement: chute
Measured: 6.5%
Location of Sample: Loading dock exterior slab Slump Specified: 4.0" max
Measured: 3.0"
Total Location of Placement:
Loading dock exterior slab Unit Weight: 146.46 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 78 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 62 degrees FDateRetrieved: 7/14/00EndArea: 28.27 sq in
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Ceml 570.0 lbs./cu./yd Sand: 1438.0 lbs./cu./yd
Types of Fracture
a b c d e
Cem2 lbs./cu./yd Water: 184.5 lbs./cu./yd
Cem 3 lbs./cu./yd Ad 1 Air 5.0 oz/cu./yd
Agg 1 1/2" 648.0 lbs./cu./yd Ad2 Reo 38.8 oz/cu./yd X
Agg 2 3/8" 741.0 lbs./cu./yd Ad3 oz/cu./yd E t I
Agg 3 3/4" 1812.0 lbs./cu./yd Ado ozJ 100 CWT Comae Com aiW Cope avA Sku Colamnac
Sand Moisture: n/a Stone Moisture: n/a Split Shar
COMPRESSIVE STRENGTH DATA
Cylinder ID C 56 A C 56 B C 56 C C 56 D
Date Cast 7/13/00 7/13/00 7/13/00 7/13/00 is '`4e-0
Date Tested 7/20/00 8/10/00 8/10/00 9/7/00 4JIVN C o,
E
Specimen Age 7 days) ( 2 8 days) ( 2 8 days) (5 6 days) j:•QQ 0,9.O
Cyl.Weight(lbs.) 28.74 28.50 28.78 28.62
7 ' N 17560Load (lbs.) 86,112 110,440 94,130 105,790 0 '•
Stress (psi) 3,050 3,910 3,330 3,740 G
e of Fracture a a
NAL N •
Type d a
Reviewed by: Date: 1!J!
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
I
I `
tf
Eastern
A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-o JAWORSKI GEOTECH, INC.
JAWORSKI
CONCRETE DATA SUMMARY coTECH,INC.
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Concrete
Supplier: Aiudi JGI Representative: J. Anderson
PLACEMENT DATA
Plac m nt Date: 7/13/00 Cylinder Set No. : C57
Time: 7:10 Truck No. : 108
Class Concrete: 3,500 psi Ticket No. : 4735
Total Quantity 100 cy Batch Time: 5:57
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: 5-7$
Measured: 6.0%
Location of Sample: Loading dock exterior slab Slump Specified: 4.0" max
Measured: 3.75"
Total Location of Placement:
Unit Weight: 147.07 lbs/cu./ft.
Loading dock exterior slab Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 76 degrees F
Cylinder Size: 6 X 12 inches Ambient Temp: 62 degrees F
End Area: 28.27 sq in
Date Retrieved: 7/14/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION (reduced to 1 cubic yard)
f
Ceml 572.0 lbs./cu./yd sand: 1443.0 lbs./cu./yd Types of Fracture
Cem2 lbs./cu./yd water: 179.5 lbs./cu./yd a b c d e
Cem 3 ibs./cu./yd Ad l Air 4.9 ovkt yd t
Agg 1 1/2" 651.0 lbs./cuJ),d Ad2 Reo 39.2 o-/Jcti./Yd \
Agg 2 1050.0 lbs./cu./yd Ada o;,Jcu./yd .\ ik %1Agg3930.0 lbs./cll./yd Ado ozJ100 CWT t I I
Sand Moisture: tl/a Stone Moisture: li/,l
Co c Goacsrd Cdamaa
Spla Sit"(
COMPRESSIVE STRENGTH DATA
Cylinder ID C 57 A C 57 B C 57 C C 57 D
Date Cast 7/13/00 7/13/00 7/13/00 7/13/00
Date Tested 7/20/00 8/10/00 8/10/00 9/7/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl.Weight(lbs. ) 28.86 28.90 28.90 28.54
Load (lbs. ) 90, 175
Stress (psi) 3,190
Type of Fracture a
Reviewed by: / Date: ',7
The information statedon this report may not he reproduced ercept in its entirely without the express written consent ofEasternMaterials Testing
a division ofJaworski Geotech.Inc. Use of the Nl 7:1'de.signatcon dot's not represent endorsement by the NIST or NHAP.Reports are relevant only to
items tested,and no other attribution may he made. Samphn,i!and lesting were per/brined to general accordance with thefollowing ASTM standards:i
C39,C.31,C94,C143,C172,C/92,('231,('017.and C/231.
F
A Division of
Eastern
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315- JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Concrete
Supplier: Aiudi JGI Representative: J. Anderson
PLACEMENT DATA
Placement Date: 7/17/00 Cylinder Set No. : C58
Time: 10:10 Truck No. : 134
Class Concrete: 3,000 psi Ticket No. : 4848
Total Quantity 20 cy Batch Time: 9:16
Batch Quantity: 10 cy Air: Specified: no air
Method of Placement: chute Measured: 2.5%
Location of Sample: Column line A-1
Slump Specified: 4.0^ max
Measured: 4.0"
Total Location of Placement:Unit Weight: 151.05 lbs/cu./ft•
Front entrance, column line A-1 Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 80 degrees F
Cylinder Size: 6 x 12 inches
Ambient Temp: 78 degrees F
End Area: 28.27 sq in
Date Retrieved: 7/21/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Types of Fracture
Cem 1 452.0 lbs./cu./yd Sand: 1689.0 lbs./cu./yd a b C d e
Cem2 79.0 lbs./cu./yd Water: 130.0 lbs./cu./yd
Cem 3 lbs./cu./yd Ad 1 Reo 63.6 oz/cu./yd \ / 1
Agg 1 690.0 lbs./cu./yd Ad2 oz/cu./yd xx ri
Agg 2 102.0 lbs./cu./yd Ad3 oz/cu./yd
Agg 3 1101.0 lbs./cu./yd Ado oz/100 CWT ' Comic Cow aril Com and Skar Column&(
Sand Moisture:6.8% Stone Moisture: n/a splt1 Shur
COMPRESSIVE STRENGTH DATA
Cylinder ID C 58 A C 58 B C 58 C C 58 D
Date Cast 7/17/00 7/17/00 7/17/00 7/17/00
Date Tested 7/24/00 8/14/00 8/14/00 9/11/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl•Weight(lbs• ) 29.64 29.58 29.46 29.64
Load (lbs• ) 79,793
Stress (psi) 2,820
Type of Fracture
7!
as
CReviewedby: / G' Date: 7 oC)
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing ASTM standards:
C 39.C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division o1
00 O ae OHOp pipVLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: Gargiulo Concrete
Supplier: Aiudi JGI Representative: J. Anderson
PLACEMENT DATA
Placement Date: 7/17/00 Cylinder Set No. : C58
Time: 10:10 Truck No. : 134
Class Concrete: 3,000 psi Ticket No. : 4848
Total Quantity 20 cy Batch Time: 9:16
Batch Quantity: 10 cy Air: Specified: no airMethodofPlacement: chute
Measured: 2.5°s
Location of Sample: Column line A-1
Slump Specified: 4.0" max
Measured: 4.0"
Total Location of Placement:
Unit Weight: 151.05 lbs/cu./ft.Front entrance, column line A-1
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 80 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 78 degrees FDateRetrieved: 7/21/00EndArea: 28.27 sq in
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Cem 1 452.0 lbs./cu./yd S a n d: 1689.0 lbs./cu./yd
Types of Fracture
a b d eCem279.0 lbs./cu./yd Water: 130.0 lbs./cu./yd
Cem 3 lbs./cu./yd Ad 1 Reo 63.6 oz/cu./yd ElAgg1690.0 lbs./cu./yd Ad2 oz/cu./yd
Agg 2 102.0 lbs./cu./yd Ad3 oz/cu./yd I I
Agg 3 1101.0 lbs./cu./yd Ad4 oz/100 CWT' CAM Coac aw GoeK_VA Ski( Cdumaat
Sand Moisture:6.8% Stone Moisture: n/a i
COMPRESSIVE STRENGTH DATA
Cylinder ID C 58 A C 58 B C 58 C C 58 D
Date Cast 7/17/00 7/17/00 7/17/00 7/17/00
AW0 X
Date Tested 7/24/00 8/14/00 8/14/00 9/11/00 0:C!
e
Specimen Age 7 days) ( 28 days) ( 28 days) (56 days)Q
1
e
Cyl.Weight(lbs. ) 29.64 29.58 29.46 29.64 0;' ! ENS• z
Load (lbs.) 79,793 106,580 105,590 not et aa•
Stress (psi) 2,820 31770 3,730 tested
Type of Fracture a a a
Revi wed by: 111e el4l— Date:
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NISI or NVLAP.Reports are relevant only to
LC3s
tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowingASTM standards:
9.C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
A Division ofEastern
Materials
Test ing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315- JAWORSKI GEOTECH, INC. JAWORSKI
GEOTECH,INC.
CONCRF_.TF. DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: H.M. Nunes
Supplier: Tilcon JGI Representative: J. Anderson
PLACEMENT DATA
Placement Date: 7/18/00 Cylinder Set No. : C59
Time: 9:46 Truck No. : 132
Class Concrete: 4,000 psi Ticket No. : 237326
Total Quantity 20 cy Batch Time: 8:51
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: 5-7
Measured: 5.0%
Location of Sample: Front entrance sidewalk
Slump Specified: 4.0" max
Measured: 3.5"
Total Location of Placement:
Front entrance sidewalk
Unit Weight: 146.87 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 74 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees F
End Area: 28.27 sq in
Date Retrieved: 7/21/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Types of Fracture
Cem 1 610.0 lbs./cu./yd Sand: 1396.0 lbs./cu./yd a b c d e
Cem2 lbs./cu./yd Water: 213.2 lbs./cu./yd
Cem 3 lbs./cu./yd Ad 1 Darex 5.7 oz/cu./yd \ 1
LA/Agg 1 3/8" 648.0 lbs./cu./yd Ad2 oz/cu./ydAgg23/4" 1130.0 lbs./cu./yd Ad3 oz/cu./yd I 1
Agg 3 lbs./cu./yd Ado oz/100 CWT co c Go c a,a cue and Spur Columnar
Sand Moisture:3.7% Stone Moisture: n/a
Split Sher
COMPRESSIVE STRENGTH DATA
Cylinder ID C 59 A C 59 B C 59 C C 59 D
Date Cast 7/18/00 7/18/00 7/18/00 7/18/00 C0 N,r;,
Date Tested 7/25/00 8/15/00 8/15/00 9/12/00
q,
iA,0191
Specimen Age 7 days) ( 2 8 days) ( 28 days) (5 6 days) yam g
A e
Cyl.Weight(lbs. ) 28.82 28.92 28.90 28.98
Load (lbs.) 98,382 131,110 125,250 not S,•
Stress (psi) 3,480 4,640 4,430 tested
Type of Fracture a a a
Reviewed by: l/- - Date: a- /` (d
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing wereperformed in general accordance with thefollowing ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
A Division of
Eastern
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
NVLAP#10315-JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH, INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: H.M. Nunes
Supplier: Tilcon JGI Representative: J. Anderson
PLACEMENT DATA
Placement Date: 7/18/00 Cylinder Set No. : C59
Time: 9:46 Truck No. : 132
Class Concrete: 4,000 psi Ticket No. : 237326
Total Quantity 20 cy Batch Time: 8:51
Batch Quantity: 10 cy Air: Specified: 5-7%
Method of Placement: chute Measured' 5.0%
Location of Sample: Front entrance sidewalk Slump Specified- 4.0" max
Measured: 3.5"
Total Location of Placement: Unit Weight: 146.87 lbs/cu-/ft-
Front entrance sidewalk Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 74 degrees F
Ambient Temp: 70 degrees F
Cylinder Size: 6 x 12 inches Date Retrieved' 7/21/00
End Area: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Types of Fracture
Cem 1 610.0 lbs./cu./yd Sand: 1396.0 lbs./cu./yd a b C d e
Cem2 lbs./cu./yd Water: 213.2 lbs./cu./yd
Cem 3 lbs./cu./yd Ad 1 Darex 5.7 oz/cu./yd \
Agg 1 3/8" 648.0 lbs./cu./yd Ad2 oz/cu./yd A
Agg 2 3/4" 1130.0 lbs./cu./yd AD oz/cu./yd /
Agg 3 lbs./cu./yd Ad4 oz/100 CWT ' Comae CAW aM Gaye and Saar Columnar
Sand Moisture: 3.7% Stone Moisture: n/a
Spla Shur
COMPRESSIVE STRENGTH DATA
Cylinder ID C 59 A C 59 B C 59 C C 59 D
Date Cast 7/18/00 7/18/00 7/18/00 7/18/00
Date Tested 7/25/00 8/15/00 8/15/00 9/12/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl-Weight(lbs- ) 28.82 28.92 28.90 28.98
Load (lbs- ) 98,382
Stress (psi) 3,480
Type of Fracture a
Reviewed by: /Date: 7 Z 6113J
The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
Eastern A Division of
Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315-JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH, INC.
CONCRETE. DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores SubContractor: H.M. Nunes
Supplier: Tilcon JGI Representative: J. Anderson
PLACEMENT DATA
Placement Date: 7/19/00 Cylinder Set No. : C60
Time: 8:50 Truck No. : 107
Class Concrete: 4,000 psi Ticket No. : 141308
Total Quantity 40 cy Batch Time: 8:02
Batch Quantity: 10 cy Air: Specified: 5-7%Method of Placement: chute
Measured: 5.5%
Location of Sample: Sidewalk front entrance
Slump Specified: 4.0" max
ramp Measured: 4.0"
Total Location of Placement:
Unit Weight: 149.41 lbs/cu•/ft•Front entrance ramp and north side sidewalk Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 72 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 75 degrees F
End Area: 28.27 sq in Date Retrieved: 7/21/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic,Yard)
Fracture
Cem 1 611.0 lbs./cu./yd S a n d: 1428.0 lbs./cu./yd
Types of
a b d e
Cem2 lbs./cu./yd Water: 222.4 lbs./cu./yd
Cem 3 lbs./cu./yd Ad 1 Darex 5.7 oz/cu./yd
Agg 1 3/8" 636.0 lbs./cu./yd Ad2 Hycol 18.5 oz/cu./yd n i
Agg 2 3/4" 1132.0 lbs./cu./yd Ad3 oz/cu./yd %
Agg 3 lbs./cu./yd Ado oz/100 CWT'V- 'Y V a 2
Comic COM aM Cam and Shc:r Columaat
Sand Moisture:5.6% Stone Moisture: n/a sp't Shur
COMPRESSIVE STRENGTH DATA
Cylinder ID C 60 A C 60 B C 60 C C 60 D
Date Cast 7/19/00 7/19/00 7/19/00 7/19/00
Date Tested 7/26/00 8/16/00 8/16/00 9/13/00
Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days)
Cyl•Weight(lbs• ) 29.32 29.46 29.22 29.44
Load (lbs• ) 87,604
Stress (psi) 3,100
Type of Fracture a
Reviewed b Y Date: ItywithoutTheinformationstatedonthisreportmaynotbereproducedexceptinitsentir the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NIST orNVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
Eastern A Division of
Materials
TestingF=m Laboratory Eastern Materials Testing Laboratory
a division of
NVLAP#10315-JAWORSKI GEOTECH, INC.JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Project: Target Project No. : 00141C
South Windsor, CT Contractor: Konover Construction
Client: Target Stores Subcontractor: H.M. Nunes
Supplier: Tilcon JGI Representative: J. Anderson
PLACEMENT DATA
Placement Date: 7/19/00 Cylinder Set No. : C60
Time: 8:50 Truck No. : 107
Class Concrete: 4, 000 psi Ticket No. : 141308
Total Quantity 40 cy Batch Time: 8:02
Batch Quantity: 10 cy
Method of Placement: chute
Air: Specified: 5-7
Measured: 5.5%
Location of Sample: Sidewalk front entrance
Slump Specified: 4.0" max
ramp Measured: 4.0"
Total Location of Placement:
Front entrance ramp and north side sidewalk
Unit Weight: 149.41 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 72 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: 75 degrees F
End Area: 28.27 sq in
Date Retrieved: 7/21/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Cem 1 611.0 lbs./cu./yd S a n d: 1428.0 lbs./cu./yd
Types of Fracture
a b c d eCem2lbs./cu./yd Water: 222.4 lbs./cu./yd
Cem 3 lbs./cu./yd Ad I Darex 5.7 oz/cu./yd I
LAgg13/8" 636.0 lbs./cu./yd Ad2 Hycol 18.5 oz/cu./yd LKAgg23/4" 1132.0 lbs./cu./yd Ad3 oz/cu./yd i
Agg 3 lbs./cu./yd Ad4 oz/100 CWT `Cons Cone MW Cone an0 Shin Columnar
Sand Moisture:5.6% Stone Moisture:n/a Sp"Shur
COMPRESSIVE STRENGTH DATA
Cylinder ID C 60 A C 60 B C 60 C C 60 D
Date Cast 7/19/00 7/19/00 7/19/00 7/19/00
Date Tested 7/26/00 8/16/00 8/16/00 9/13/00 A' .' JAty*',oO
Specimen Age 7 days) ( 28 days) ( 28 days) (56 days)
Cyl.Weight(lbs. ) 29.32 29.46 29.22 29.44
Load (lbs. ) 87,604 140,400 142, 180 not
C NSV®
Stress (psi) 3,100 4, 970 5,030 tested S;S O 4t a'
Type of Fracture a a a
Reviewed by:/G Date: crr-- /
The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing
a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.