ST9801-LR001005TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050AblesLane, Dallas, Texas 75229 Phone:972-488-8800 Fax.'972-488-8080
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.:
Project:
Location:
Report No.:
1520COP03
Coppell Road Paving & Drainage
Lime Treated Paving Subgrade
126
RESULTS OF FIELD DENSITY TESTS
TEST DATE
NO.
RETEST
OF
TEST
NUMBER
TEST LOCATION LIFT/ PROCTOR
DEPTH TEST
NO.
FIELD FIELD PERCENT
DENSITY MOISTURE OF
PCF % SPECIFIED
COMPACTION
129 10/05/00
130 10/05/00
131 10/05/00
132 10/05/00
133 10/05/00
North Bound Coppell Rd. at Sta. 37+00
North Bound Coppell Rd. at Sta. 34+00
North Bound Coppell Rd. at Sta. 31+00
North Bound Coppell Rd. at Sta. 28+00
North Bound Coppell Rd. at Sta. 25+50
Grade 6915 114.0 12.7 95.0
Grade 6915 114.5 12.8 95.4
Grade 6915 114.6 13.5 95.5
Grade 6912 109.5 16.1 95.2
Grade 6912 109.5 16.2 95.2
TESTS PERFORMED BY: M. Kashem
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
REMARKS:
PROCTOR NO.:
6912 - 115.0 pcf~ 14.5% Moisture
6915 - 120.0 pcf~ 9.5% Moisture
SPECIFICATION: 95% Compaction @ Optimum +
DISTRIBUTION: City of Coppell - Larry Davis
SIGNED /'~
PAGE 1 OF 1
OUR LETTERS AND REPORTS ARE FOR TE 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 %VITHOUT 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:
127 Job No.: 1520COP03
Sidewalk on Coppell Road, Southbound Side
20' North of Parkway
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:
10/05/00
3000 psi @ 28 days
18 of 36
S. Adli
CP100501 CP100502 CP100503 CP100504
10/12/00 11/2/00 11/2/00 HOLD
89680
7 28 28 HOLD
3170
Temperature: Ambient 95 o F Mix 95 ° F Air Content 4.0 % Slump
,
Inches
Time of Sample: 1:00 PM
Source of Concrete: LMC-Mix 42
Pick-Up Charge: Yes
N/A Ticket No.: 7093667
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
Yield CF/CY
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 range
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, 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:
127 Job No.: 1520COP03
Sidewalk on Coppell Road, Southbound Side
20' North of Parkway
Coppell Road Paving and Drainage
Improvements
Ed Bell Construction
City of Coppell- Kenneth Griffin, P.E.
Cylinder Size: Area - 28.27 SO. IN.
CP100501
10/12/00
89680
7
3170
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP100502 CP100503
11/2/00 11/2/00
106410 95840
28 28
3740 3390
3570
10/05/00
3000 psi @ 28 days
18 of 36
S. Adli
CP100504
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
95 ° F
1:00 PM
LMC-Mix 42
Mix 95 ° F
Unit Weight
Yield
Air Content 4.0 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 7093667
PCF
5 * Inches
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 range
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 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.: 128 Job No.: 1520COP03
Location: Sidewalk on Coppell Road, Southbound Side
75' South of Minyard
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:
Quantity Represented:
Sampled By:
By Order Of:
Field Number: CP101001 CP101002
Test Date: 10/17/00 11/7/00
Maximum Load, LBS: 101560 118520
Age When Tested, Days: 7 28
Compressive Strength, PSh 3590 4190
Average Strength, PSh 4220
Type Break: Conical (U.N.O.)
Remarks:
CP101003
11/7/00
120180
28
4250
10/05/00
3000 psi @ 28 days
45 of 81
R. Shaheed
CP101004
DISCARD
Temperature: Ambient 75 ° F Mix 80 ° F Air Content 5.0 % Slump 4.75* Inches
Time of Sample: 10:35 AM Pick-Up Charge: Yes
Source of Concrete: LMC-Mix 38 N/A Ticket No.: 7093837
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 range
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.
Report No.:
Location:
Project:
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
128 Job No.: 1520COP03 Date Cast: 10/05/00
Sidewalk on Coppell Road, Southbound Side
75' South of Minyard
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.
Specification:
Quantity Represented:
Sampled By:
By Order Of:
3000 psi @ 28 days
45 of 81
R. Shaheed
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compresslye Strength, PSI:
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
CP101001 CP101002 CP101003 CP101004
10/17/00 11/7/00 11/7/00 HOLD
101560
7 28 28 HOLD
3590
Temperature: Ambient
Time of Sample:
Source of Concrete:
75 ° F
10:35 AM
LMC-Mix 38
Mix 80 ° F
Air Content 5.0 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 7093837
4.75* Inches
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
Unit Weight
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 range
PCF
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.