ST0004-LR011012~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Able$ 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.: DC01-066-050
Report Date: 10/12/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 09/14/2001
Slump 5 in max Sampled By John Lado
Air Content 3 % min 6 % max Weather Calm & Clear
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 819667 Time Batched: 11:41 am Time Sampled: 12:35 pm
Slump: 4 in Air Content: 1.9 %* Unit Weight: n/a
Concrete Temperature: 89° F Ambient Temperature: 91 ° F Yardage (c.y.): 10 of 20
Placement Location: Paving, Freeport Parkway, South bound
Sample Location: 300' North of the corner of Freeport Parkway & Burns Street
An asterisk (*) appears next to field data which does NOT meet specifications.
Set # Cyl~der Age, Max Load Area Strength Fracture
Test Date (days) (lbs. force) (sq.in.) (psi) Type
1 09140101 09/21/2001 7 129360 28.27 4570 unbonded cap
1 09140102 09/21/2001 7 135600 28.27 4800 unbonded cap
1 09140103 09/28/2001 14 144740 28.27 5120 unbonded cap
1 09140104 09/28/2001 14 160090 28.27 5660 unbonded cap
1 09140105 10/12/2001 28 163460 28.27 5780 unbonded cap
1 09140106 10/12/2001 28 168880 28.27 5970 unbonded cap
28 day average 5880
Normal cylinder size: 6" x 12" ...a,.-,~_~.?,_%~ ~-IS .~2 ]
Field and laboratory tests by TM I are per applicable ASTM Standards: C31, C39, C138, C143, C'i 72, C1064, and C617 or C1231. ,..,'""r',e~- ~ ~, ~
Contractor informed of Iow air content. ~,..~~~..
f._sco ,,
II=RRA-MAR, INC. ~ / s~tt u. F'et~ P.[.
Sr. Vice Pre%i0ent
The results presented in this report pertain only to the specific items teste0. 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 YMI.
mssp Page I ell