ST9801-LR001109TERRA-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:
151 Job No.: 1520COP03
Driveway Pavement, Mansions by the Lake Exit
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, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
11/09/00
3000 psi @ 28 days
6 of 6
C. Shu~leff
CPl10901 CPl10902 CPl10903 CPl10904
11/17/00 12/07~0 12/07/00 HOLD
68670
7 28 28 HOLD
2430
Temperature: Ambient 50 ° F Mix 61 ° F Air Content 7.2 * % Slump 6.5 * Inches
Time of Sample: 12:10 PM Pick-Up Charge:
Source of Concrete: TXI-Mix 9601 N/A
Ticket No.: 2774125
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Yield CF/CY
* 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.
Page Y of 1
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 W~THOUT 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:
151 Job No.: 1520COP03
Driveway Pavement, Mansions by the Lake Exit
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: CP110901 CP110902 CP110903
Test Date: 11/17/00 12/07/00 12/07/00
Maximum Load, LBS: 68670 103000 104970
Age When Tested, Days: 7 28 28
Compressive Strength, PSh 2430 3640 3710
Average Strength, PSI: 3680
Type Break: Conical (U.N.O.)
Remarks:
11/09/00
3000 psi @ 28 days
6 of 6
C. Shurtleff
C P 110904
DOSCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
50 ° F
12:10 PM
TXI-Mix 9601
Mix 61 ° F Air Content 7.2 * % Slump 6.5 * Inches
Pick-Up Charge:
N/A Ticket No.:
PCF
Unit Weight
2774125
Water: Yield CF/CY
Cement:
Fly Ash:
Admixture(s):
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.
.
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 106
OUR LE~ERS AND REPORTS ARE FOR ~E EXCLUSIVE USE OF THE CLIENT TO ~OM THEY ~E ADDRESSED AND APPLY ONLY TO THE S~PLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALI~ OF ~P~E~LY 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
Report No.:
Location:
Project:
Contractor:
Reported To:
CONCRETE COMPRESSION TEST REPORT
151 Job No.: 1520COP03
Driveway Pavement, Mansions by the Lake Exit
Coppoll Road Paving and Drainage
I m p rovements
Ed Bell Construction
City of Coppoll - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
Field Number: CP110901
Test Date: 11/17/00
Maximum Load, LBS: 68670
Age When Tested, Days: 7
Compressive Strength, PSI: 2430
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order O~.
CPl10902 CPl10903
12/07/00 12/07/00
103000 104970
28 28
3640 3710
3680
11/09/00
3000 psi @ 28 days
6 of 6
C. Shurtleff
CP 110904
DOSCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
50 o F Mix 61 o F Air Content 7.2 * % Slump
12:10 PM Pick-Up Charge:
TXI-Mix 9601 N/A Ticket No.: 2774125
Unit Weight PCF
6.5 * Inches
Yield CF/CY
Cement: .~_~~. 0F .~'~, .~
Fly Ash: -, -
Admixture(s):
* Slump and air content exceed specified maximum values
Distribution: Ci~ of Coppell- La~ Davis
Ed Bell Construction - Robe~ Webber :~'
Ed Bell Constm~ion - Ga~ P~or "" ' ---~
Sco~ Maughn, E.I.T. - Freese & Nichols, Inc.
S'
Test Methods: AS~ C 31, C 39, C 173, C 192, C 231 and C 106
OUR LE~ERS AND REPORTS ARE FOR ~E ~CLUSIVE USE OF THE CLIENT TO ~OM ~EY ARE ADDRESSED ~D APPLY ONLY TO ~E S~PLES TESTED,
TEST RESULTS ~E NOT NECESSARILY INDICATNE OF ~E QUALI~ OF ~P~EN~Y IDENTI~ OR SIMI~R ~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:
Contractor:
Reported To:
151 Job No.: 1520COP03
Driveway Pavement, Mansions by the Lake Exit
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: CP110901 CP110902 CP110903
Test Date: 11/17/00 12/07/00 12/07/00
Maximum Load, LBS: 68670 103000 104970
Age When Tested, Days: 7 28 28
Compressive Strength, PSh 2430 3640 3710
Average Strength, PSI: 3680
Type Break: Conical (U.N.O.)
Remarks:
11/09/00
3000 psi @ 28 days
6 of 6
C. Shurtleff
CP110904
DOSCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
50 ° F
12:10 PM
TXI-Mix 9601
Mix 61 o F Air Content 7.2 * % Slump 6.5 * Inches
Pick-Up Charge:
N/A Ticket No.:
PCF
Unit Weight
2774125
Water: Yield CF/CY
Cement: ~..O.F T( '~~
* Slump and air content exceed specified maximum values '~;~ ~ 62843
S' ~ "~'
Distribution: City of Coppell- Larry Davis '~i? %~-
Ed Bell Construction - Robert Webber t' ':' '~?
Ed Bell Construction - 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 106
OUR LE~ERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF ~E CLIENT TO ~OM THEY ARE ~DRESSED AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INOICATNE OF THE QUALI~ OF APPARENTLY IDENTICAL OR SIMI~R 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:
151 Job No.: 1520COP03
Driveway Pavement, Mansions by the Lake Exit
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: CP110901 CP110902 CP110903
Test Date: 11117/00 12/07/00 12/07/00
Maximum Load, LBS: 68670 103000 104970
Age When Tested, Days: 7 28 28
Compressive Strength, PSI: 2430 3640 3710
Average Strength, PSI: 3680
Type Break: Conical (U.N.O.)
Remarks:
11/09/00
3000 psi @ 28 days
6 of 6
C. Shurtleff
CP110904
DOSCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
50 ° F
12:10 PM
TXI-Mix 9601
Mix 61 o F Air Content 7.2 * % Slump 6.5 * Inches
Pick-Up Charge:
N/A Ticket No.:
PCF
Unit Weight
2774125
Water: Yield CF/CY
Cement:i ~'~ ~'
Fly Ash: ~~~ '
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. ~
S'
Test Methods: ASTM C 31, C 39, C 173. C 192, C 231 and C 106
OUR LE~ERS AND REPORTS ARE FOR THE BCLUSIVE USE OF THE CLIE~ TO ~OM THEY ARE ADDRESSED AND APPLY ONLY TO THE S~PLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATNE OF ~E QUALI~ OF ~PARENTLY IDENTICAL OR SIMI~R S~PLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL ~THOUT THE APPROVAL OF TER~-MAR, INC.
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONG VIEW AUSTIN
11050 Ables Lane, Dallas, Texas75229 Phone:972-488-8800 Fax:972-488-8080
Report No.:
Location:
Project:
Contractor:
Reported To:
CONCRETE COMPRESSION TEST REPORT
151 Job No.: 1520COP03
Driveway Pavement, Mansions by the Lake Exit
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: CP110901
Test Date: 11/17/00
Maximum Load, LBS: 68670
Age When Tested, Days: 7
Compressive Strength, PSh 2430
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CPl10902 CPl10903
12/07/00 12/07/00
103000 104970
28 28
3640 3710
3680
11/09/00
3000 psi @ 28 days
6 of 6
C. Shurtleff
C P 110904
DOSCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
50 o F Mix 61 ° F Air Content 7.2 * % Slump
12:10 PM Pick-Up Charge:
TXI-Mix 9601 N/A Ticket No.: 2774125
Unit Weight PCF
6.5* Inches
Yield CF/CY
Cement:
Fly Ash:10 ~/~'" ~'
Admixture(s):
Distribution: Ci~ of Coppell- Lar~ Davis
Ed Bell Constation - Ga~ P~or
Sco~ Maughn, EI.T. - Freese & Nichols, Inc.
S' a9
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C
OUR LE~ERS AND REPORTS ~E FOR THE ~CLUSIVE USE OF THE CLIENT TO ~OM THEY ARE ADDRESSED AND APPLY ONLY TO THE S~PLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICAT~ 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.
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
l fO5OAblesLane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
Project:
Contractor:
Reported To:
151 Job No.: 1520COP03
Driveway Pavement, Mansions by the Lake Exit
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: CP110901
Test Date: 11/17/00
Maximum Load, LBS: 68670
Age When Tested, Days: 7
Compressive Strength, PSh 2430
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CPl10902 CPl10903
12/07/00 12~7~0
103000 104970
28 28
3640 3710
3680
11/09/00
3000 psi @ 28 days
6 of 6
C. Shurtleff
CP 110904
DOSCARD
Temperature: Ambient 50 ° F Mix 61 ° F Air Content 7.2 * % Slump
6.5 * Inches
Time of Sample: 12:10 PM Pick-Up Charge:
Source of Concrete: TXI-Mix 9601 N/A
Ticket No.: 2774125
Fine Aggregate: Unit Weight
PCF
Coarse Aggregate:
Water: Yield
Cement:
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
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:
151 Job No.: 1520COP03
Driveway Pavement, Mansions by the Lake Exit
Coppell Road Paving and Drainage
Improvements
Ed Bell Construction
City of Coppall - 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:
Compressire Strength, PSi:
Average Strength, PSi:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CPl10901 CPl10902 CPl10903
11117~0 12/07/00 12/07/00
68670 103000 104970
7 28 28
2430 3640 3710
3680
11109/00
3000 psi @ 28 days
6 of 6
C. Shurtleff
CP 110904
DOSCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
50 ° F Mix 61 o F Air Content 7.2 * % Slump
12:10 PM Pick-Up Charge:
TXI-Mix 9601 N/A Ticket No.: 2774125
Unit Weight PCF
6.5 * Inches
Yield CF/CY
Cement: ~...~OF ~..'-~
Fly Ash: ~
Admixture(s):
* Slump and air content exceed specified maximum values
Distribution: CiW of Coppell - Larw Davis ~:; . i
Ed Bell Construction - Robe~ Webber '~ · ~
Ed Bell Construction - GaW P~or :" ' -~~
Sco~ Maughn, E.I.T. - Freese & Nichols, Inc.
S' ag
Test Methods: ASN C 31, C 39, C 173, C 192, C 231 and C 106
OUR LE~ERS AND REPORTS ARE FOR ~E ~CLUStVE USE OF ~E CLIENT TO ~OM ~ ~E ADDRESSED AND ~PLY ONLY TO THE S~PLES TESTED.
TEST RESULTS ARE NOT NECES~RILY INDICATNE OF THE QUAL~ OF ~P~EN~Y IDENTICAL 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 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:
151 Job No.: 1520COP03
Driveway Pavement, Mansions by the Lake Exit
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: CP110901 CP110902 CP110903
Test Date: 11/17/00 12/07/00 12/07/00
Maximum Load, LBS: 68670 103000 104970
Age When Tested, Days: 7 28 28
Compressive Strength, PSI: 2430 3640 3710
Average Strength, PSh 3680
Type Break: Conical (U.N.O.)
Remarks:
11/09/00
3000 psi @ 28 days
6 of 6
C. Shurtleff
CP110904
DOSCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
50 ° F
12:10 PM
TXI-Mix 9601
Mix 61 ° F Air Content 7.2 * % Slump 6.5 * Inches
Pick-Up Charge:
N/A Ticket No.:
PCF
Unit Weight
2774125
Water: Yield CF/CY
Fly Ash:
Adm,xt,.re<s>:
* Slump and air content exceed specified m~imum values
Distribution: CiW of Coppell - Lar~ Davis ':~ ·
Ed Bell Construction - Robe~ Weber
Ed Bell Construction - Ga~ PWor '* ' '~~
Sco~ Maughn, E.I.T. - Fr~se & Nichols, Inc.
S' ag
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 106
OUR LE~ERS AND REPORTS ARE FOR THE ~CLUS~ USE OF ~E CLIENT TO ~OM THEY ARE ADDRESSED AND APPLY ONLY TO THE S~PLES ~SED.
TEST RESULTS ARE NOT NECES~LY INDI~T~ OF ~E QU~I~ OF APPAREN~Y IDENTICAL OR SIMI~R S~PLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL W1THOUT THE APPROVAL OF TERRA-MAR, INC.