ST9801-LR001110TERRA-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:
152 Job No.: 1520COP03
Sidewalks, N.B. Coppell Road, Sta. 40+00
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.
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:
11/10/00
3000 psi @ 28 days
20 of 40
M. Ardito
CPl11001 CPl11002 CPl11003 CPl11004
11/17/00 12~8~0 12/08/00 DISCARD
87280 100750 90010
7 28 28
3090 3560 3180 /
Temperature: Ambient 65 ° F Mix 75 ° F Air Content 7.2 * % Slump 6.5 * Inches
Time of Sample: 12:10 PM Pick-Up Charge:
Source of Concrete: LMC-Mix 38 N/A Ticket No.: 7095063
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Cement:
* Slump and air content exceed specified maximum values
Distribution: Ci~ of Coppell - Lar~ Davis
Ed Bell Construction - Robe~ Webber
Ed Bell Construction - Ga~ P~or
Sco~ Maughn, E.I.T. - Freese & Nichols, Inc.
.
Page 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 BCLUSIVE USE OF THE CLIENT TO ~OM THEY ARE ADDRESSED ~D APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QU~I~ OF APP~ENTLY IDENTIC~ OR SIMI~R S~PLES.
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 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:
152 Job No.: 1520COP03
Sidewalks, N.B. Coppell Road, Sta. 40+00
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:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSI:
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
CPl11001 CPl11002 CPl11003
11/1750 12/0850 12/0850
87280 100750 90010
7 28 28
3090 3560 3180
11/10/00
3000 psi @ 28 days
20 of 40
M. Ardito
CP111004
DISCARD
Temperature: Ambient 65 o F Mix 75 o F Air Content 7.2 * % Slump 6.5 * Inches
Time of Sample: 12:10 PM Pick-Up Charge:
Source of Concrete: LMC-Mix 38 N/A Ticket No.: 7095063
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Cement: ~.~, .~~~ ~.
* Slump and air content exceed specified maximum values
Distribution: Ci~ of Coppell - Lar~ Davis '~' ~.~
Ed Bell Construction - RobeR Webher
Ed Bell Construction - Ga~ P~or
Sco~ Maughn, E.I.T. - Freese & Nichols, Inc.
e
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 106
OUR LE~ERS AND REPORTS ARE FOR THE EXCLUS~ USE OF THE CLIENT TO ~ THEY ~E ADDRESSED ~D APPLY ONLY TO THE S~PLES ESTED.
~ST RESULTS ARE NOT NECESSARILY INDICAT~E OF ~E QU~I~ OF ~PARE~Y I~NTIC~ OR SIMI~ S~PLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL W~THOUT 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:
152 Job No.: 1520COP03
Sidewalks, N.B. Coppell Road, Sta. 40+00
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:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSI:
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
CPl11001 CPl11002 CPl11003
11/17/00 12/08/00 12/08/00
87280 100750 90010
7 28 28
3090 3560 3180
11 / 10/00
3000 psi @ 28 days
20 of 40
M. Ardito
CP111004
DISCARD
Temperature: Ambient 65 ° F Mix 75 o F Air Content 7.2 * % Slump 6.5 * Inches
Time of Sample: 12:10 PM Pick-Up Charge:
Source of Concrete: LMC-Mix 38 N/A
Ticket No.: 7095063
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water: Yield CF/CY
Cement: ~'~
Distribution: Ci~ of Coppell - Lar~ Davis : _~E~
Ed Bell Construction - Robe~ Webber
Ed Bell Construction - Ga~ P~or , '
Sco~ Maughn, E.I.T. - Fr~se & Nichols, Inc.
S'
Page 1 of 1
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 10
OUR LE~ERS AND REPORTS ~E FOR THE EXCLUS~ USE OF THE CLIENT TO ~OM THEY ARE ADDRESSED AND APPLY ONLY TO THE S~PLES TESTED.
TEST RESULTS ~E NOT NECESSARILY INDICA~ OF THE QUALI~ OF ~PARENTLY IDENTICAL OR SIMI~R S~PLES.
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 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:
!52 Job No.: 1520COP03
Sidewalks, N.B. Coppell Road, Sta. 40+00
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.
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, PSI:
Type Break: Conical (U.N.O.)
Remarks:
CPl11001 CPl11002 CPl11003
11/17/00 12/08/00 12/08/00
87280 100750 90010
7 28 28
3090 3560 3180
11 / 10/00
3000 psi @ 28 days
20 of 40
M. Ardito
CP111004
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
65 ° F
12:10 PM
LMC-Mix 38
Mix 75 ° F Air Content 7.2 * % Slump 6.5 * Inches
Pick-Up Charge:
N/A Ticket No.:
PCF
Unit Weight
7095063
* Slump and air content exceed specified maximum values
Distribution: Ci~ of Coppell - Lar~ Davis
Ed Bell Constm~ion - Robe~ Webber
Ed Bell Constm~ion - Ga~ P~or
Sco~ Maughn, E.I.T. - Freese & Nichols, Inc.
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 10 S' Page
OUR LE~ERS AND REPORTS ~E FOR THE ~CLUS~ USE OF THE CLIENT TO ~OM THEY ~E ADDRESSED AND ~PLY ONLY TO THE S~PLES TESTED.
TEST RESULTS ~E NOT NECESS~ILY INDICATIVE OF THE QUALI~ OF APP~EN~Y 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
f fO5OAblesLane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
152 Job No.: 1520COP03
Sidewalks, N.B. Coppell Road, Sta. 40+00
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:
11/10/00
3000 psi @ 28 days
20 of 40
M. Ardito
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compresslye Strength, PSh
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
CPl11001 CPl11002 CPl11003 CPl11004
11/17/00 12/08~0 12/08~0 HOLD
87280
7 28 28 HOLD
3090
Temperature: Ambient 65 ° F Mix 75 ° F Air Content 7.2 * % Slump 6.5 * Inches
Time of Sample: 12:10 PM Pick-Up Charge:
Source of Concrete: LMC-Mix 38 N/A
Ticket No.: 7095063
Fine Aggregate: Unit Weight
PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
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.
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.