ST0004-LR011026~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
? ? - Concrete Compression Test Report
Client: The City of Coppell Report Distribution: (1) The City of Coppell
Project: Freeport Parkway Pavement (1) Quantum Contracting
Repair
TMI Report No.: DC01-066-058
Report Date: 10/26/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 09/27/2001
Slump 5 in max Sampled By Kedric Alexander
Air Content 3 % rain 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 820976 Time Batched: n/a Time Sampled: 12:25 pm
Slump: 3 in Air Content: 4.0 % Unit Weight: n/a
Concrete Temperature: 86° F Ambient Temperature: 90° F Yardage (c.y.): 30 of 60
Placement Location: Paving, Freeport Parkway
Sample Location: 60' East from the NE corner of the building and 60' North
Age, Max Load Area Strength Fracture
Set # Cyl#der Test Date (days) (lbs. force) (sq.in.) (psi} Type
I 09270101 10/04/2001 7 133530 28.27 4720 unbonded cap
I 09270102 10/25/2001 28 159990 28.27 5660 unbonded cap
1 09270103 10/25/2001 28 164240 28.27 5810 unbonded cap
1 09270104 Hold
28 day average 5740
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
TERRA-MAR, INC.
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
01SSD Page I o£~
~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
Concrete Compression Test Report
Client: The City of Coppell Report Distribution: (1) The City of Coppell
Project: Freeport Parkway Pavement (1) Quantum Contracting
Repair
TMI Report No.: DC01-066-058
Report Date: 10/26/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 09/27/2001
Slump 5 in max Sampled By Kedric Alexander
Air Content 3 % min 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 820976 Time Batched: n/a Time Sampled: 12:25 pm
Slump: 3 in Air Content: 4.0 % Unit Weight: n/a
Concrete Temperature: 86° F Ambient Temperature: 90° F Yardage (c.y.): 30 of 60
Placement Location: Paving, Freeport Parkway
Sample Location: 60' East from the NE corner of the building and 60' North
Cyl~der Age. Max Load Area Strength Fracture
Set
Test Date (days) (lbs. force) (sq.in.) (psi~ Type
I 09270101 10/04/2001 7 133530 28.27 4720 unbonded cap
1 09270102 10/25/2001 28 159990 28.27 5660 unbonded cap
I 09270103 10/25/2001 28 164240 28.27 5810 unbonded cap
I 09270104 Hold
28 day average 5740
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or 01231.
F. SCOTT M. PETTIT
TERRA-MAR, INC.
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
olSSD Page 1 of l