ST9801-LR001113TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
f f050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
153 Job No.: 1520COP03
Sidewalks, N.E. Corner of Coppell Road and
Parkway Blvd., at corner
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:
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:
11 / 13/00
3000 psi @ 28 days
10 of 20
W. Kirby
CP111301 CP111302 CP111303 CP111304
11/20/00 12/11/00 12/11/00 HOLD
86520
7 28 28 HOLD
3060
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
51 °F
12:15 PM
LMC-Mix 38
Mix 71 o 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
Air Content 7.5 * %
Pick-Up Charge:
N/A Ticket No.:
PCF
Slump 4.5 * Inches
7095112
Scott Maughn, E.I.T. - Freese & Nichols, Inc.
CF/CY
Sign
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
Report No.:
Location:
Project:
CONCRETE COMPRESSION TEST REPORT
153 Job No.: 1520COP03
Sidewalks, N.E. Corner of Coppell Road and
Parkway Blvd., at corner
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.
Field Number: CP111301
Test Date: 11/20/00
Maximum Load, LBS: 86520
Age When Tested, Days: 7
Compressive Strength, PSI: 3060
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CPl11302 CPl11303
12/11/00 12/11/00
113160 116210
28 28
4000 4110
4060
11/13/00
3000 psi@28 days
10 of 20
W. Kirby
CP111304
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
51 ° F
12:15 PM
LMC-Mix 38
Mix 71 o F Air Content 7.5 * % Slump 4.5 * Inches
Pick-Up Charge:
N/A Ticket No.:
PCF
Unit Weight
7095112
Water: Yield C F/CY
Cement:
Fly Ash: S
Admi~ure(s):
* Slump and air content exceed specified maximum values ~:
Distribution: Ci~ of Coppell - La~ Davis
Ed Bell Construction - Robe~ Webber ' ~'~
Ed Bell Construction - Ga~ P~or
Sco~ Maughn, E.I.T. - Freese & Nichols, Inc. '
.
age 1 of 1
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 10
OUR LE~ERS AND REPORTS ARE FOR THE ~CLUSIVE USE OF THE CLIE~ TO ~OM THEY ARE ADDRESSED ~D APPLY ONLY TO THE S~PLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF ~E QU~ OF APPARENTLY IDENTIC~ OR SIMI~ S~PLES.
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:
153 Job No.: 1520COP03
Sidewalks, N.E. Corner of Coppell Road and
Parkway Blvd., at corner
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: CP111301 CP111302 CP111303
Test Date: 11/20/00 12/11/00 12_/11/00
Maximum Load, LBS: 86520 113160 116210
Age When Tested, Days: 7 28 28
Compressive Strength, PSI: 3060 4000 4110
Average Strength, PSI: 4060
Type Break: Conical (U.N.O.)
Remarks:
11/13/00
3000 psi @ 28 days
10 of 20
W. Kirby
CP111304
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
51 ° F Mix 71 o F Air Content 7.5 * % Slump
12:15 PM Pick-Up Charge:
LMC-Mix 38 N/A Ticket No.: 7095112
Unit Weight PCF
4.5 * Inches
Water: Yield CF/CY
Cement:
Fly Ash:
* Slump and air content exce~ specified maximum values
Distribution: Ci~ of Coppell - La~ Davis
Ed Bell Construction - Robe~ Webber ~;~"
Ed Bell Constmctbn - Ga~ P~or
Sco~ Maughn, E.I.T. - Freese & Nichols, Inc.
S'
age 1 of 1
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 10
OUR LE~ERS ~D REPORTS ~E FOR THE BCLUSNE USE OF THE CLIENT TO ~OM THEY ARE ~DRESSED AND APPLY ONLY TO THE S~PLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATI~ ~ 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.
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:
CONCRETE COMPRESSION TEST REPORT
153 Job No.: 1520COP03
Sidewalks, N.E. Corner of Coppell Road and
Parkway Blvd., at corner
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 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:
CPl11301
11~0/00
86520
7
3060
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP111302
12/11/00
113160
28
4000
4060
CPl11303
12/11/00
116210
28
4110
11/13/00
3000 psi @ 28 days
10 of 20
W. Kirby
CPl11304
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
51 o F
12:15 PM
LMC-Mix 38
Mix 71 °F
Unit Weight
Yield
* Slump and air content exceed specified maximum values
Distribution: City of Coppell - Larry Davis
Ed Bell Construction - Robert Webbet
Ed Bell Construction - Gary Pryor
Air Content 7.5 * %
Pick-Up Charge:
N/A Ticket No.:
PCF
Slump 4.5 * Inches
7095112
CF/CY
Scott Maughn, E.I.T. - Freese & Nichols, Inc.
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C
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:
153 Job No.: 1520COP03
Sidewalks, N.E. Corner of Coppell Road and
Parkway Blvd., at corner
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.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
Field Number: CP111301 CP111302 CP111303
Test Date: 11/20/00 12/11/00 12/11/00
Maximum Load, LBS: 86520 113160 116210
Age When Tested, Days: 7 28 28
Compressive Strength, PSI: 3060 4000 4110
Average Strength, PSI: 4060
Type Break: Conical (U.N.O.)
Remarks:
11/13/00
3000 psi @ 28 days
10 of 20
W. Kirby
CPl 11304
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
51 o F
12:15 PM
LMC-Mix 38
Mix 71 o F Air Content 7.5 * % Slump 4.5 * Inches
Pick-Up Charge:
N/A Ticket No.:
PCF
Unit Weight
7095112
Cement:
Fly Ash:
'- ....... ~ ' P~TTIT""'
* Slump and air content exceed specified maximum values
Distribution: City of Coppell- Larry Davis '-~: ,-9, '"'
Ed Bell Construction - Robert Webher ~ '<'~
Ed Bell Construction - Gary Pryor r
Scott Maughn, E.I.T. - Freese &Nichols, Inc. ,
S' ed
age 1 of 1
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 TERRA-MAR, INC.