ST9801-LR000718~,.fi~C',LTI Eqlmseml ra.
9200 King Arthur Drive
Dallas. Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.:
Project:
Location:
Report No.:
1520COP03
Coppell Road Paving & Drainage
Paving Subgrade
66
RESULTS OF LIME TREATED BASE FIELD GRADATIONS
TEST DATE
NO.
RETEST
OF
TEST
NUMBER
TEST LOCATION LIFT/ PERCENT PERCENT
DEPTH PASSING PASSING
I 3/4" No. 4
SIEVE SIEVE
10 07/18/00
11 07/18/00
12 07/18/00
13 07/18/00
14 07/18/00
15 07/18/00
10
Coppell Rd. at Sta. 14+50, SB Lane
Coppell Rd. at Sta. 11+50, Centerline
Coppell Rd. at Sta. 8+50, NB Lane
Coppell Rd. at Sta. 5+50, Centerline
Coppell Rd. at Sta. 2+50, NB Lane
Coppell Rd. at Sta. 14+50, SB Lane
TESTS PERFORMED BY: Mohammed Kashem
REMARKS: * Percent Passing Does Not Conform to Specifications.
DISTRIBUTION: City ofCoppell - Larry Davis
Grade 100% ~
Grade 100% 65.9%
Grade 100% 67.5%
Grade 100% 62.0%
Grade 100% 63.5%
Grade 100% 64.0%
TEST METHODS: TEX 101E
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED. AND APPLY ONLY TO THE iAMPLES 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:
65 Job No.: 1520COP03
Coppell Road, Concrete RipRap at Sta. 3+15.54
Contractor: Ed Bell Construction
Reported To: City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN.
Field Number: CP071801
Test Date: 07/25/00
Maximum Load, LBS: 82470
Age When Tested, Days: 7
Compressive Strength, PSh 2920
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/18/00
3500 psi @ 28 days
10of10
C. Kalu
CP071802 CP071803 CP071804
08/15/00 08/15/00 HOLD
28 28 HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
103 ° F
2:30 PM
Pioneer/9339
Mix 99 o F Air Content 5.00 % Slump 2.50 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Unit Weight
613519
Yield CF/CY
City of Coppell - Larry Davis ~ ~' pa~l,~'
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 THEr 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.
billemile CI.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631,4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
65 Job No.: 1520COP03
Coppell Road, Concrete RipRap at Sta. 3+15.54
Contractor: Ed Bell Construction
Reported To: 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, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/18/00
3500 psi @ 28 days
10 of 10
C. Kalu
CP071801 CP071802 CP071803 CP071804
07/25/00 08/15/00 08/15/00 DISCARD
82470 108070 106340
7 28 28 DISCARD
2920 3820 3760
3790
Temperature: Ambient 103 ° F Mix 99 ° F Air Content 5.00 % Slump 2.50 Inches
Time of Sample: 2:30 PM Pick-Up Charge: Yes
Source of Concrete: Pionee~9339 N/A Ticket No.: 613519
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Yield ~;:~"'~"~.~..~..~.~
.... ....
Test Meth~s: ASTM C 31, C 39, C 173, C 192, C 231 and C 10~
OUR LE'I'I'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:
65 Job No.: 1520COP03
Coppell Road, Concrete RipRap at Sta. 3+15.54
Contractor: Ed Bell Construction
Reported To: 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, PSI:
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/18/00
3500 psi @ 28 days
10 of 10
C. Kalu
CP071801 CP071802 CP071803 CP071804
07/25/00 08/15/00 08/15/00 HOLD
82470
7 28 28 HOLD
2920
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
103 ° F Mix 99 ° F Air Content 5.00 % Slump
2:30 PM Pick-Up Charge: Yes
Pioneer/9339 N/A Ticket No.: 613519
Unit Weight PCF
2.50 Inches
Yield CF/CY
City of Coppell - Larry Davis ~ ~ Pa~l~'
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 THEAPPROVAL 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:
65 Job No.: 1520COP03
Coppell Road, Concrete RipRap at Sta. 3+15.54
Contractor: Ed Bell Construction
Reported To: 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:
Compressire Strength, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
07/18/00
3500 psi @ 28 days
10 of 10
C. Kalu
CP071801 CP071802 CP071803 CP071804
07/25/00 08/15/00 08/15/00 DISCARD
82470 108070 106340
7 28 28 DISCARD
2920 3820 3760
3790
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
103 o F Mix 99 o F Air Content 5.00 % Slump 2.50 Inches
2:30 PM Pick-Up Charge: Yes
Pioneer/9339 N/A Ticket No.: 613519
City of Coppell- Larry Davis
Unit Weight PCF
Yield CF/CY
Signe
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LE'I'rERS 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 QUALI'P( OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH.
~,.tZZ,O~'J',tC,/I [llglleedng Ge.
9200 King Arthur Drive
DalLas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.:
Project:
Location:
Report No.:
1520COP03
Coppell Road Paving & Drainage
Paving Subgrade
66
RESULTS OF LIME TREATED BASE FIELD GRADATIONS
TEST DATE
NO.
RETEST
OF
TEST
NUMBER
TEST LOCATION HFT/ PERCENT PERCENT
DEPTH PASSING PASSING
13~" No. 4
SIEVE SIEVE
10 07/18/00
11 07/18/00
12 07/18/00
13 07/18/00
14 07/18/00
15 07/18/00
10
Coppell Rd. at Sta. 14+50, SB Lane
Coppell Rd. at Sta. 11+50, Centerline
Coppell Rd. at Sta. 8+50, NB Lane
Coppell Rd. at Sta. 5+50, Centerline
Coppell Rd. at Sta. 2+50, NB Lane
Coppell Rd. at Sta. 14+50, SB Lane
TESTS PERFORMED BY: Mohammed Kashem
REMARKS: * Percent Passing Does Not Conform to Specifications.
DISTRIBUTION: City of Coppell - Larry Davis
Grade 100% 58.7%*
Grade 100% 65.9%
Grade 100% 67.5%
Grade 100% 62.0%
Grade 100% 63.5%
Grade 100% 64.0%
TEST METHODS: TEX 101E
PAGE 1 OF 1
OUR LETTERS AND REFO RTS 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 TE QU~d, II'I' OF APPAREN'FLY IDENTICAL OR SIMILAR SAMPLFe$
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT rN FULL W1THOUT THE APPROVAL OF STANTECH