ST0004-LR011114~ 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.: DC01-066-079
Report Date: 11/14/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/17/2001
Slump 5 in max Sampled By Mohammed A. Kashem
Air Content 3 % ~in 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: 971717 Time Batched: 7:30 AM Time Sampled: 8:30 AM
Slump: 3.5 in Air Content: 4.0 % Unit Weight: N/A
Concrete Temperature: 60° F Ambient Temperature: 52° F Yardage (c.y.): 80 of 180
Placement Location: Paving at south bound Freeport Parkway
Sample Location: at Hole ¢33, 110' N from Air Line N
Age Max Load Area Strength Fracture
Set # Cyl#der Test Date (days) (lbs. force) (sq.in.) (psi} Type
1 FPP10170101 10/24/2001 7 120890 28.27 4280 unbonded cap
1 FPP10170102 11/14/2001 28 149530 28.27 5290 unbonded cap
1 FPP10170103 11/14/2001 28 140200 28.27 4960 unbonded cap
1 FPP10170104 Hold
28 day average 5130
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 mpo~ pe~ain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this repod, or any part therein, is strictly prohibited without the express written ~nsent of TMI.
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~ 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.: DC01-066-078
Report Date: 11/14/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/17/2001
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: 971741 Time Batched: 10:15 AM Time Sampled: 10:50 AM
Slump: 3 in Air Content: 4.0 % Unit Weight: N/A
Concrete Temperature: 83° F Ambient Temperature: 81.9° F Yardage (c.y.): 160 of 180
Placement Location: Paving Freeport Parkway
Sample Location: Hole #33, North end
Cylipder Age, Max Load Area Strength Fracture
Set
#
Test Date (days) (lbs. force) (sq.in.) (psi} Type
1 FPP10170101 10/24/2001 7 129650 28.27 4580 unbonded cap
1 FPP10170102 11/14/2001 28 153500 28.27 5430 unbonded cap
1 FPP10170103 11/14/2001 28 153640 28.27 5430 unbonded cap
1 FPP10170104 Hold
28 day average 5430
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.
Sn ~c~r~id~t
The results presented in this repo~ pedain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this repod, or any part therein, is strictly prohibited without the express written consent of TMI.
OIMEM Page I of I