ST0004-LR010813 (4) T~JJJ~B.m~JJ~JJ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
? ?050 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) Quantam Contracting
Repair
TMI Report No.: DC01-066-029
Report Date: 08/13/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 07/26/2001
Slump 5 in max Sampled By Zuhair Shubbar
Air Content 3 % min 6 % max Weather Pt. Cloudy / Windy
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 937162 Time Batched: 12:55 pm Time Sampled: 1:30 pm
Slump: 5.5 in* Air Content: 8.0 %* Unit Weight: n/a
Concrete Temperature: 96° F Ambient Temperature: 97" F Yardage (c.y.): 50 of 150
Placement Location: Paving
Sample Location: North bound lane of Freeport Pkwy., at Station 3+00
An asterisk (*) appears next to field data which does NOT meet specifications.
Cylinder Age. Max Load Area Strength Fracture
Set # # Test Date (days) (lbs. force) (sq.in.) (psi] Type
1 07260101 08/02/2001 7 102380 28.27 36,~,-.,~ unbonded cap
2 07260102 08/02/2001 7 89810 28.27 ~ unbonded cap
3 07260103 08/09/2001 14 116000 28.27 unbonded cap
4 07260104 08/09/2001 14 110010 28.27 unbonded cap
5 07260105 08/23/2001 28
6 07260106 08/23/2001 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.
TER~-MAR, INC.
The results presented in this report pe~ain only to the specific items tested. This repo~ was produced for the exclusive use of the client. Any reproduction of
t~is report, or any pa~ therein, is strictly prohibited without the express written consent of TMI.
Pase I o1'2