ST9801-LR001115TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
riO50 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080
Report No.:
Location:
Project:
CONCRETE COMPRESSION TEST REPORT
Contractor:
Reported To: City of Coppell- Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
154 Job No.: 1520COP03
Paving, Alley at Brooknell and Vineyard.
Sample location approx. 30'S. And 10'W. Of SW
corner of Bldg. 189.
Coppell Road Paving and Drainage
Improvements
Ed Bell Construction
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:
11/15/00
3000 psi @ 28 days
Quantity Represented: 4 of 4
Sampled By:
By Order Of:
C. Kalu
CP111501 CP111502 CP111503 CP111504
11/22/00 12/13/00 12/13/00 HOLD
104590
7 28 28 HOLD
3700
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Fly Ash:
Admixture(s):
61 o F
12:30 PM
LMC-Mix 42
Mix 66 ° F Air Content 9.5 * % Slump 4.5 * Inches
Pick-Up Charge:
N/A Ticket No.: 7095161
Unit Weight PCF
Yield
* Slump and air content exceed specified maximum values
Distribution: City of Coppell - Larry Davis
Ed Bell Construction - Robert Webber
Ed Bell Construction - Gary Pryor
Scott Maughn E I T Freese &Nichols Inc ~/~/p
age 1
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 10 "
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL W1THOUT 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:
154 Job No.: 1520COP03
Paving, Alley at Brooknell and Vineyard.
Sample location approx. 30'S. And 10'W. Of SW
corner of Bldg. 189.
Coppell 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.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
CPl11501 CPl11502 CPl11503
11/22/00 12/1350 12/13~0
104590 132440 137110
7 28 28
3700 4680 4850
11/15/00
3000 psi@28 days
4 of 4
C. Kalu
CP111504
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Fly Ash:
Admixture(s):
61 °F
12:30 PM
LMC-Mix 42
Mix 66 ° F
Unit Weight
Yield
* Slump and air content exceed specified maximum values
Distribution: City of Coppell - Larry Davis
Ed Bell Construction - Robert Webber
Ed Bell Construction - Gary Pryor
Scott Maughn, E.I.T. - Freese & Nichols, Inc.
Air Content 9.5 * % Slump
Pick-Up Charge:
N/A Ticket No.: 7095161
PCF
4.5 * Inches
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 TERRA-MAR, INC.
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables Lane, Da~as, Texas 75229 Phone:g72-488-8800 Fax:972-488-8080
CONCRETE COMPRESSION TEST REPORT
Report No.: 154 Job No.: 1520COP03
Location: Paving, Alley at Brooknell and Vineyard.
Sample location approx. 30'S. And 10'W. Of SW
corner of Bldg. 189.
Project: Coppell 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.
Date Cast:
Specification:
11/15/00
3000 psi @ 28 days
Quantity Represented: 4 of 4
Sampled By:
By Order Of:
C. Kalu
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
CPl11501 CPl11502 CPl11503
11~2/00 12/13~0 12/13/00
104590 132440 137110
7 28 28
3700 4680 4850
CPl11504
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Fly Ash:
Admixture(s):
61 ° F
12:30 PM
LMC-MiX 42
Mix 66 ° F
Unit Weight
Yield
* Slump and air conten-. exceed specified maximum values
Distribution:
City of Coppell - Larry Davis
Ed Bell Construction - Robert Webber
Ed Bell Construction - Gary Pryor
Scott Maughn, E.I.T. - Freese & Nichols, Inc.
Air Content 9.5 * %
Pick-Up Charge:
N/A Ticket No.:
PCF
Slump 4.5 * Inches
7095161
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 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:
(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:
154 Job No.: 1520COP03
Paving, Alley at Brooknell and Vineyard.
Sample location approx. 30'S. And 10'W. Of SW
corner of Bldg. 189.
Coppell Road Paving and Drainage
Improvements
Ed Bell Construction
City of Coppell - Kenneth Griffin, P.E.
Cylinder Size: Area - 28.27 SQ. IN.
CP111501
11/22/00
104590
7
3700
Date Cast:
Specification:
11/15/00
3000 psi @ 28 days
Quantity Represented: 4 of 4
Sampled By:
By Order Of:
CPl11502 CPl11503
12/13~0 12/1350
132440 137110
28 28
4680 4850
C. Kalu
CP111504
DISCARD
Temperature: Ambient 61 ° F Mix 66 o F Air Content 9.5 * % Slump 4.5 * Inches
Time of Sample: 12:30 PM Pick-Up Charge:
Source of Concrete: LMC-Mix 42 N/A
Ticket No.: 7095161
Fine Aggregate: Unit Weight
PCF
Coarse Aggregate:
Water: Yield
Fly Ash:
Admixture(s):
* Slump and air content exceed specified maximum values
Distribution: City of Coppell - Larry Davis
Ed Bell Construction - Robert Webber
Ed Bell Construction - Gary Pryor
Scott Maughn, E.I.T. - Freese & Nichols, Inc.
CF/CY
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 8E 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
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, PSh
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
CONCRETE COMPRESSION TEST REPORT
154 Job No.: 1520COP03
Paving, Alley at Brooknell and Vineyard.
Sample location approx. 30'S. And 10'W. Of SW
corner of Bldg. 189.
Coppell Road Paving and Drainage
Improvements
Ed Bell Construction
City of Coppell - Kenneth Gdffin, P.E.
Cylinder Size: Area - 28.27 SQ. IN.
CP111501
11/22/00
104590
7
3700
Date Cast:
Specification:
11/15/00
3000 psi @ 28 days
Quantity Represented: 4 of 4
Sampled By:
By Order Of:
CPl11502 CPl11503
12/13/00 12/13/00
132440 137110
28 28
4680 4850
C. Kalu
CP 111504
DISCARD
Temperature: Ambient 61 o F Mix 66 o F Air Content 9.5 * % Slump 4.5 *
Inches
Time of Sample: 12:30 PM Pick-Up Charge:
Source of Concrete: LMC-Mix 42 N/A
Ticket No.: 7095161
Fine Aggregate: Unit Weight
PCF
Coarse Aggregate:
Water: Yield
Fly Ash:
Admixture(s):
* Slump and air content exceed specified maximum values
Distribution: City of Coppell - Larry Davis
Ed Bell Construction - Robert Webber
Ed Bell Construction - Gary Pryor
Scott Maughn, E.I.T. - Freese & Nichols, Inc.
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 TERRA-MAR, INC.