ST9801-LR001031TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080
Report No.:
Location:
Project:
Contractor:
Reported To:
(6 x 12 Inch) Nominal
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSI:
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
CONCRETE COMPRESSION TEST REPORT
148 Job No.: 1520COP03
Curb at entrance to The Mansions from Coppell
Road
Coppell Road Paving and Drainage
Improvements
Ed Bell Construction
City of Coppell- Kenneth Griffin, P.E.
Cylinder Size: Area - 28.27 SQ. IN
CP103107
11 ~07~00
94340
7
3340
Date Cast:
Specification:
10/31/00
3000 psi @ 28 days
Quantity Represented: 6 of 6
Sampled By:
By Order Of:
CP103108 CP103109
11~8/00 11~8/00
126950 122380
28 28
4490 4330
4410
M. Kashem
CP103110
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
70 o F Mix 80 ° F Air Content 4.0 % Slump
12:45 PM Pick-Up Charge:
T×l-Mix 9601 N/A Ticket No.: 2771591
Unit Weight PCF
5-1/2' Inches
Water: Yield CF/CY
Fly Ash:
* Slump exceeds specified range.
Distribution: Ci~ of Coppell- Lar~ Davis
Ed Bell Construction - Robe~ Webber
Ed Bell Construction - Ga~ P~or
Scott Maughn, E.I.T. - Freese & Nichols, Inc.
Sig~
f 1
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 TERRA-MAR, INC.
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
frO50 Ables Lane, Daftas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
147 Job No.: 1520COP03
Pavement, Coppell Road N.B. at Mansions by
the Lake Intersection - 15' N. of center of intsctn.
Coppeil Road Paving and Drainage
Improvements
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: CP103103
Test Date: 11/07/00
Maximum Load, LBS: 94910
Age When Tested, Days: 7
Compresslye Strength, PSI: 3360
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP103104 CP103105
11~8/00 11/28~0
127610 122000
28 28
4510 4320
4420
10/31/00
3000 psi @ 28 days
20 of 40
C. Shurtleff
CP103106
DISCARD
Temperature: Ambient 79 ° F Mix 81 ° F Air Content 6.0 % Slump
Inches
Time of Sample: 10:50 AM Pick-Up Charge:
Source of Concrete: LMC-Mix 42 N/A
Ticket No.: 3115523
Fine Aggregate: Unit Weight
PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
Yield
City of Coppell- Larry Davis
Ed Bell Construction - Robert Webber
Ed Bell Construction - Gary Pryor
Scott Maughn, E.I.T. - Freese & Nichols, Inc.
* Slump exceeds specified maximum. Contractor notified.
CF/CY
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 106;~''~'/ Page I '
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 TERRA*MAR, INC.
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONG VIEW AUSTIN
11050 Ables Lane, Dallas, Texas 75229 Phone.'972-488-8800 Fax:972-488-8080
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
147 Job No.: 1520COP03
Pavement, Coppell Road N.B. at Mansions by
the Lake Intersection - 15' N. of center of intsctn.
Coppell Road Paving and Drainage
Improvements
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, PSI:
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
10/31/00
3600 psi @ 28 days
20 of 40
C. Shurtleff
CP103103 CP103104 CP103105 CP103106
11/07/00 11/28/00 11/28/00 HOLD
94910
7 28 28 HOLD
3360
Temperature: Ambient 79 ° F Mix 81 ° F Air Content 6.0 % Slump
6 * Inches
Time of Sample: 10:50 AM Pick-Up Charge:
Source of Concrete: LMC-Mix 42 N/A
Ticket No.: 3115523
Fine Aggregate: Unit Weight
PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
Yield
City of Coppell - Larry Davis
Ed Bell Construction - Robert Webber
Ed Bell Construction - Gary Pryor
Scott Maughn, E.I.T. - Freese & Nichols, Inc.
* Slump exceeds specified maximum. Contractor notified.
CF/CY
1064
Si
Page 1 1
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C
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 TERRA-MAR, INC
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
148 Job No.: 1520COP03
Curb at entrance to The Mansions from Coppell
Road
Coppell Road Paving and Drainage
Improvements
Ed Bell Construction
City of Coppell- Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
Field Number: CP103107
Test Date: 11/07/00
Maximum Load, LBS: 94340
Age When Tested, Days: 7
Compressive Strength, PSI: 3340
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
10/31/00
3500 psi @ 28 days
Quantity Represented: 6 of 6
Sampled By:
By Order Of:
M. Kashem
CP 103108 CP103109 CP103110
11/28/00 11/28/00 HOLD
28 28 HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
70 ° F
12:45 PM
TXI-Mix 9601
Mix 80 ° F Air Content 4.0 % Slump 5-1/2 Inches
Pick-Up Charge:
N/A Ticket No.:
PCF
Unit Weight
2771591
Yield CF/CY -_~"~,~ I-q
~ - .62843
Ed Bell Construction - Robe~ Webber ~ ~ ~ ~
Ed Bell Construction - Ga~ P~or ; ~
Scoff Maughn, EI.T. - Freese & Nichols, Inc.
Si~ned
Page I 1
Test Methods: ASTM C 31. C 39, C 173, C 192, C 231 and C 1064
OUR LE~ERS AND REPORTS ~E FOR THE ~CLUSIVE USE OF THE CLIENT TO ~OM THEY ARE ADDRESSED AND ~ NLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALI~ OF APPARENTLY IDENTICAL OR SIMI~R S~PLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF TERRA--MAR, INC.