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ST0004-LR010928 ~ GEOTECHNICAL, ENVIRONMr:NTAL 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 <CT 00-O~' (1)Quantum Contracting Repair TMI Report No.: DC01-066-050 Report Date: 09/28/2001 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 I 09140106 10/12/2001 28 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. Contractor informed of Iow air content. ~--~,.'~,~._..'_'.o!_~'.,t...~t~.' ' ~ ~~.~'" ~ ~,.~.._ ~ SCO~ ~ PE~IT // -- Sr. VicePre; The results presented in this report pertain only to the specific items tested. This report was produced~or 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. o~SSD Page I ofil