ST0004-LR010731~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
- DALLAS FORTWORTH HOUSTON AUSTIN LONGVIEW ~
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
__ Concrete Compression Test Report
The City of Coppell Report Distribution: (1) The City of Coppell
Freeport Parkway Pavement (1) Quantam Contracting
Repair
II Report No.: DC01-06
Date: 07/311
Test Data
Strength 4000 psi @ 28 Days Placement Date 07/17/2001
Slump 5 in max Sampled By Zuhair Shubbar
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: 866709 Time Batched: 12:50 pm Time Sampled: 1:55 pm
Slump: 5.5 in* Air Content: 8.5 %* Unit Weight: n/a
Concrete Temperature: 94° F Ambient Temperature: 97° F Yardage (c.y.):
Placement Location: Paving, Freeport Pkwy.
Sample Location: Station 2+50, West side of North bound lane, Freeport Pkwy.
An asterisk (*) appears next to field data which does NOT meet specifications.
Age. Max Load Area Strenqth Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (ps~ Type
1 07170101 07/24/2001 7~ 99530 28.27 3520 unbonded cap
I 07170102 07/24/2001 ~ 101770 28.27 ~ unbonded cap
1 07170103 07/31/2001 113270 28.18 ~ unbonded cap
1 07170104 07/31/2001 113580 28.18 unbonded cap
1 07170105 08/14/2001
1 07170106 08/14/2001 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.
// r Sr. Vice Presiden~ '
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 stdctly prohibited without the express written consent of TMI.
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~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
, DALLAS FORT WORTH HOUSTON AUSTIN LONGVlEW
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) Quantam Contracting
Repair
TMI Report No.: DC01-066-021
Report Date: 07/31/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 07/17/2001
Slump 5 in max Sampled By Zuhair Shubbar
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: 819350 Time Batched: 2:54 pm Time Sampled: 3:40 pm
Slump: 3 in Air Content: 3.0 % Unit Weight: n/a
Concrete Temperature: 95° F Ambient Temperature: 97° F Yardage (c.y.):
Placement Location: Paving, Freeport Pkwy.
Sample Location: Station 5+00, East side of North bound lane of Freeport Pkwy.
Age. Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psO Type
2 07170107 07/24/2001 7 128970 28.27 4560 unbonded cap
2 07170108 07/24/2001 7 131530 28.27 4650 unbonded cap
2 07170109 07/31/2001 14 146130 28.18 5190 unbonded cap
2 07170110 07/31/2001 14 153180 28.18 5440 unbonded cap
2 07170111 08/14/2001 28
2 07170112 08/14/2001 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.
~ 8GOTT M. PETTIT
........
Sr. Vice Pmsidoht
The meults presented in this report pertain only to the $1~ciflc iteme 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.
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