ST9801-LR000614~~"~BC'Z'~ ia!lleerlal b.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631.4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Contractor:
Reported To:
54 Job No.: 1520COP03
Cover for Drain System, 60' West of Coppell Rd.
at Parkway Drive
Ed Bell Construction
City of Coppell - Kenneth Griffin, P.E.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/14/00
4500 psi @ 28 days
80 of 100
M. Ardito
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
Field Number: CP061401 CP061402 CP061403
Test Date: 06/21/00 07/12/00 07/12/00
Maximum Load, LBS: 1081400 121890 118760
Age When Tested, Days: 7 28 28
Co mpressive Strength, PSh 3810 4310* 4200*
Average Strength, PSh 4260*
Type Break: Conical (U.N.O.)
Remarks: *28-day Strength results are below specifications.
CP061404
08/09/00
56
Temperature: Ambient 80 ° F Mix 70 ° F Air Content 3.00 % Slump 5.00
Inches
Time of Sample: , 11:30 AM Pick-Up Charge: Yes
Source of Concrete: Pioneer/9363 N/A Ticket No.: 509087
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Yield
..... .....
~1'~'._ 74644 .':.~ ~
sigr~-~r '
Distribution:
City of Coppell - Larry Davis
Page __
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
1 Of ~
OUR LETi'ERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES,
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Contractor:
Reported To:
54 Job No.: 1520COP03
Cover for Drain System, 60' West of Coppell Rd.
at Parkway Drive
Ed Bell Construction
City of Coppell - Kenneth Gdffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSI:
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/14/00
4500 psi @ 28 days
80 of 100
M. Ardito
CP061401 CP061402 CP061403 CP061404
06/21/00 07/12/00 07/12/00 HOLD
1081400
7 28 28 HOLD
3810
Temperature: Ambient 80 o F Mix 70 ° F Air Content 3.00 % Slump 5.00 Inches
Time of Sample: 11:30 AM Pick-Up Charge: Yes
Source of Concrete: Pioneer/9363 N/A Ticket No.: 509087
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Yield CF/CY
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH.
Post-it® Fax N~ 7671
Phone #
rZI~wBC, Z'I EIIIlerlll
9200 King Arthur Drive
Dallas, Texas 75247-3610
le 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Contractor:
Reported To:
54 Job No.: 1520COP03
Cover for Drain System, 60' West of Coppell Rd.
at Parkway Drive
Ed Bell Construction
City of Coppell - Kenneth Griffin, P.E.
(8 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/14/00
......................
80 of 100
M. Ardito
Field Number: CP061401 CP061402
Test Date: 06/21/00 07/12/00
Maximum Load, LBS: 1081400 121890
Age When Tested, Days: 7 28
Compressive Strength, PSI: 3810 ~}!~
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks: *28-day Strength results are below specifications.
CP061403
0~12/00
118760
28
CP061404
08/09/00
56
Temperature: Ambient
Time of Sample:
Source of Concrete:
80 ° F
11:30 AM
Pioneer/9363
Mix 70 o F
Air Content 3.00 %
Pick-Up Charge: Yes
N/A Ticket No.:
Slump 5.00 Inches
509087
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight
Yield
PCF
1 Of ~
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH.
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Contractor:
Reported To:
54 Job No.: 1520COP03
Cover for Drain System, 60' West of Coppell Rd.
at Parkway Drive
Ed Bell Construction
City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN.
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP061401 CP061402 CP061403
06~1/00 07/12/00 07/12/00
1081400 121890 118760
7 28 28
3810 4310' 4200*
4260*
Remarks: *28-day Strength results are below specifications.
06/14/00
4500 psi @ 28 days
80 of 100
M. Ardito
CP061404
08/09/00
56
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
80 ° F Mix 70 ° F Air Content 3.00 % Slump
11:30 AM Pick-Up Charge: Yes
Pioneer/9363 N/A Ticket No.: 509087
Unit Weight PCF
5.00 Inches
Yield
f*/' """*
..... .....
Ci~ of Coppell - La~ Davis
Sig
Page
Test Meffi~s: ASTM C 31, C 39, C 173, C 192, C 231 and C 10~
OUR LE~ERS AND REPORTS ARE FOR THE ~CLUSI~ USE OF THE CLIENT TO WHOM THEY ARE ~DESSED ~D APPLY ONLY TO THE ~MPLES TESTED.
TEST RESULTS ARE NOT NECE~RILY INDICATIVE OF THE QUALI~ OF APPARENTLY IDENTICAL OR SIMI~ ~MPLES.
THIS RE~RT S~L NOT BE REPRODUCED ~CE~ IN FULL WITHOUT THE ~PROVAL OF STANTECH.
~~I'fBCZ~ billetill b.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631.4372 Fax 214/831-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Contractor:
Reported To:
54 Job No.: 1520COP03
Cover for Drain System, 60' West of Coppell Rd.
at Parkway Drive
Ed Bell Construction
City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compresslye Strength, PSI:
Average Strength, PSh
Type Break: Conical (U.N.O.)
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/14/00
4500 psi @ 28 days
80 of 100
M. Ardito
CP061401 CP061402 CP061403 CP061404
06/21~0 07/12~0 07/12/00 08~9/00
1081400 121890 118760 128140
7 28 28 56
3810 4310' 4200* 4530
4260*
Remarks: *28-day Strength results are below specifications.
Temperature: Ambient 80 ° F Mix 70 ° F Air Content 3.00 % Slump 5.00 Inches
Time of Sample: 11:30 AM Pick-Up Charge: Yes
Source of Concrete: Pioneer/9363 N/A Ticket No.: 509087
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Test Meffi~s: ASTM C 31, C 39, C 173, C 192, C 231 and C 10~
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631.-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Contractor:
Reported To:
54 Job No.: 1520COP03
Cover for Drain System, 60' West of Coppell Rd.
at Parkway Drive
Ed Bell Construction
City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN.
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/14/00
4500 psi @ 28 days
80 of 100
M. Ardito
CP061401 CP061402 CP061403 CP061404
06/21/00 07/12/00 07/12/00 HOLD
1081400
7 28 28 HOLD
3810
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
80 o F
11:30 AM
Pioneer/9363
Mix 70 o F
Unit Weight
Air Content 3.00 %
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Slump 5.00 Inches
509087
City of Coppell - Larry Davis
Yield
CF/CY
,2,p
ig~n'~/' Pag~
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/63'1-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Contractor:
Reported To:
54 Job No.: 1520COP03
Cover for Drain System, 60' West of Coppell Rd.
at Parkway Drive
Ed Bell Construction
City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/14/00
4500 psi @ 28 days
80 of 100
M. Ardito
Field Number: CP061401
Test Date: 06/21/00
Maximum Load, LBS: 1081400
Age When Tested, Days: 7
Compressive Strength, PSh 3810
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks: *28-day Strength results are below specifications.
CP061402 CP061403
07/12/00 07/12/00
121890 118760
28 28
4310' 4200*
4260*
CP061404
08/09/00
56
Temperature: Ambient
Time of Sample: .
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
80 ° F
11:30 AM
Pioneer/9363
City of Coppell - Larry Davis
Mix 70 ° F Air Content 3.00 % Slump 5.00 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Unit Weight
Yield
509087
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH,