ST9801-LR000831 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
104 Job No.: 1520COP03
Coppell Rd. SB Lane, at entrance to "The
Mansions"
Coppell Road Paving and Drainage
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:
Compressive Strength, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
08/31/00
3500 psi @ 28 days
40 of 450
Mo Yahyazadeh
CP083101 CP081002 CP081003 CP081004
09/05/00 09/28/00 09/28/00 HOLD
107140
5 28 28 HOLD
3790
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
95 o F Mix 92 ° F Air Content 4.8 % Slump
8:40 AM Pick-Up Charge: Yes
LMC - 42 Ticket No.: 07-091795
0.5 Inches
City of Coppell- Larry Davis
Unit Weight PCF
Yield CF/CY
S of 1
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 214/631-4372 Fax 214/631-J~380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
105 Job No.: 1520COP03
Coppell Rd. SB Lane, 80' S. of entrance to "The
Mansions"
Coppell Road Paving and Drainage
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:
08/31/00
3500 psi @ 28 days
138 of 450
Mo Yahyazadeh
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
CP083105
09/0550
82840
5
2930
CP081006
09~8/00
28
CP081007
09/2850
28
C P081008
HOLD
HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
100 ° F
10:30 AM
LMC - 42
Mix 95 ° F
Air Content 5.2 %
Pick-Up Charge: Yes
Ticket No.:
Slump
07-091815
5.0 Inches
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight PCF
Yield CF/CY
1 of I
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 W1THOUT 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:
Project:
Contractor:
Reported To:
106 Job No.: 1520COP03
Coppell Rd. SB Lane, at Intersection with
Westminster
Coppell Road Paving and Drainage
Ed Bell Construction
City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSI:
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
08/31/00
3500 psi @ 28 days
80 of 150
Mo Yahyazadeh
CP083109 CP081010 CP081011 CP081012
09/05/00 09/28/00 09/28/00 HOLD
92160
5 28 28 HOLD
3260
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
105 ° F Mix 102 ° F Air Content 4.5 % Slump 3.0 Inches
1:20 PM Pick-Up Charge: Yes
LMC - 42 Ticket No.: 03-110851
City of Coppell - Larry Davis
Unit Weight PCF
Yield CF/CY
:: -
Si
Test Methods: 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 214/6314372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
107 Job No.:
Coppell Rd~ SB Lane, at Sta. 27+50
Coppell Road Paving and Drainage
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.NO.)
Remarks:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
08/31/00
3500 psi @ 28 days
140 of 200
Mo Yahyazadeh
CP083113 CP081014 CP081015 CP081016
09/05/00 09~8100 09/28/00 HOLD
85660
5 28 28 HOLD
3030
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
105 ° F
3:15 PM
LMC - 42
City of Coppell- Larry Davis
Mix
103 ° F Air Content 5.2 % Slump 4.0 Inches
Pick-Up Charge: Yes
Ticket No.: 07-091865
Unit Weight PCF
Yield CF/CY
Page 1 of
1
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LE'FrERS 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,
bllmrial b.
9200 King Arthur Drive
Dallas. Texas 75247-3610
Phone 214/631-4372 Fax 214t631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
108 Job No.:
Coppell Rd. SB Lane, at Sta. 24+00
Coppell Road Paving and Drainage
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:
Compressive Strength, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
CP083117
09/07/00
104670
7
3700
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP081018
09/28/00
28
CP081019
09/28/00
28
08/31/00
3500 psi @ 28 days
220 of 220
Mo Yahyazadeh
CP081020
HOLD
HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
105 o F
5:35 PM
LMC - 42
Mix
102
oF
Air Content 5.2 %
Pick-Up Charge: Yes
Ticket No.:
Slump
07-091884
3.0 Inches
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell- Larry Davis
Unit Weight
Yield
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
Prone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
104 Job No.: 1520COP03
Coppell Rd. SB Lane, at entrance to "The
Mansions"
Coppell Road Paving and Drainage -
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:
Field Number: CP083101 CP081002 CP081003
Test Date: 09/05/00 09/28/00 09/28/00
Maximum Load, LBS: 107140 127340 130020
Age When Tested, Days: 5 28 28
Compressive Strength, PSh 3790 4500 4600
Average Strength, PSh 4550
Type Break: Conical (U.N.O.)
Remarks:
08/31/00
3500 psi @ 28 days
40 of 450
Mo Yahyazadeh
CP081004
DISCARD
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
95 ° F Mix 92 o F Air Content 4.8 % Slump
8:40 AM Pick-Up Charge: Yes
LMC - 42 Ticket No.: 07-091795
0.5 Inches
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
cement:
Fly Ash:
Admi~ure(s):
Distribution: Ci~ of Coppell - Lar~ Davis
~ e
Page
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LETrERS 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.
~,tCLfl~rweGJ~ Elllllffill El.
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
105 Job No.: 1520COP03
Coppell Rd. SB Lane, 80' S. of entrance to "The
Mansions"
Coppell Road Paving and Drainage
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:
Field Number: CP083105 CP081006 CP081007
Test Date: 09/05/00 09/28/00 09/28/00
Maximum Load, LBS: 82840 102300 107830
Age When Tested, Days: 5 28 28
Compressive Strength, PSI: 2930 3620 3810
Average Strength, PSh 3720
Type Break: Conical (U.N.O.)
Remarks:
08/31/00
3500 psi @ 28 days
138 of 450
Mo Yahyazadeh
CP081008
DISCARD
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
100 o F Mix 95 o F Air Content 5.2 % Slump
5.0
Inches
10:30 AM Pick-Up Charge: Yes
LMC - 42 Ticket No.: 07-091815
City of Coppell - Larry Davis
Unit Weight PCF
Yield CF/CY
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LEERS 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.
billgrill GL
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4,372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
106 Job No.: 1520COP03
Coppell Rd. SB Lane, at Intersection with
Westminster
Coppell Road Paving and Drainage
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:
Field Number: CP083109 CP081010 CP081011
Test Date: 09/05/00 09/28/00 09/28/00
Maximum Load, LBS: 92160 125460 122540
Age When Tested, Days: 5 28 28
Compressive Strength, PSI: 3260 4440 4330
Average Strength, PSh 4390
Type Break: Conical (U.N.O.)
Remarks:
08/31/00
3500 psi @ 28 days
80 of 150
Mo Yahyazadeh
CP081012
DISCARD
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
105 ° F
1:20 PM
LMC - 42
Mix
102
oF
Air Content 4.5 % Slump
Pick-Up Charge: Yes
Ticket No.: 03-110851
3.0 Inches
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight
Yield
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LEFFERS 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.
OJi' '8'C'Jfl Emilmetal Gw.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4-380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
107 Job No.: 1520COP03
Coppell Rd. SB Lane, at Sta. 27+50
Coppell Road Paving and Drainage
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:
Field Number: CP083113 CP081014 CP081015
Test Date: 09/05/00 09/28/00 09/28/00
Maximum Load, LBS: 85660 114660 120470
Age When Tested, Days: 5 28 28
Compressive Strength, PSI: 3030 4060 4260
Average Strength, PSh 4160
Type Break: Conical (U.N.O.)
Remarks:
08/31/00
3500 psi @ 28 days
140 of 200
Mo Yahyazadeh
CP081016
DISCARD
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
105 o F
3:15 PM
LMC - 42
Mix
103 o F Air Content 5.2 % Slump 4.0 Inches
Pick-Up Charge: Yes
Ticket No.: 07-091865
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1(
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:
Project:
Contractor:
Reported To:
108 Job No.: 1520COP03
Coppell Rd. SB Lane, at Sta. 24+00
Coppell Road Paving and Drainage
Ed Bell Construction
City of Coppell - Kenneth Griffin, P.E.
(6 x 12 inch) Nominal Cylinder Size: Area - 28.27 SO. IN.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
Field Number: CP083117 CP081018 CP081019
Test Date: 09/07/00 09/28/00 09/28/00
Maximum Load, LBS: 104670 139970 136310
Age When Tested, Days: 7 28 28
Compressive Strength, PSh 3700 4940 4820
Average Strength, PSh 4880
Type Break: Conical (U.N.O.)
Remarks:
08/31/00
3500 psi @ 28 days
220 of 220
Mo Yahyazadeh
CP081020
DISCARD
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
105 o F
5:35 PM
LMC - 42
Mix 102 o F
Air Content 5.2 % Slump
Pick-Up Charge: Yes
Ticket No.: 07-091884
3.0 Inches
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Unit Weight
Yield
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
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.