ST0004-LR011018~ 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.: DC01-066-052
Report Date: 10/18/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 09/19/2001
Slump 5 in max Sampled By Adolph Ortiz
Air Content 3 % min 6 % max Weather Cloudy
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
~Field ~taiSet4t~l ;,, :~,-~.~ ~,~-: ,~ :~.~
Ticket Number: 814610 Time Batched: 12:55 pm Time Sampled: 2:00 pm
Slump: 3 in Air Content: 3.5 % Unit Weight: n/a
Concrete Temperature: 92° F Ambient Temperature: 88° F Yardage (c.y.): 29 of 29
Placement Location: Paving, North bound
Sample Location: Paving, North bound, 1999 yards behind Minyard's Dist., center right hand lane
Cylinder Age, Max Load Area Strength Fracture
Set ~t # Test Date (days) (lbs. force) (sq.in.) (psi) Type
1 09190101 09/26/2001 7 120510 28.27 4260 unbonded cap
1 09190102 1011712001 28 137610 28.27 4870 unbonded cap
1 09190103 10/17/2001 28 140300 28.27 4960 unbonded cap
1 09190104 Hold
28 day average 4920
Normal cylinder size: 6"x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C3~, C39, C138, C143, C172, C1064, and C617 or C1231.
................ ......
The results presented in this repo~ pe~ain only to the specific items tested. This repo~ was produced for t clusi e u reproduction of
this report, or any pa~ therein, is strictly prohibited without the express written consent 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) 485-8800 fax:(972) 488-8080
_--- /oncrete Compression Test Report
Client.~ The City of Coppell/ Report Distribution: (1) The City of Coppell
Project: Freeport Parkw~avement (1) Quantum Contracting
TMI Report No.: DC01-066-052
Report Date: 10/18/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 09/19/2001
Slump 5 in max Sampled By Adolph Ortiz
Air Content 3 % min 6 % max Weather Cloudy
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 814610 Time Batched: 12:55 pm Time Sampled: 2:00 pm
Slump: 3 in Air Content: 3.5 % Unit Weight: n/a
Concrete Temperature: 92° F Ambient Temperature: 88° F Yardage (c.y.): 29 of 29
Placement Location: Paving, North bound
Sample Location: Paving, North bound, 1999 yards behind Minyard's Dist., center right hand lane
Set Cf Cyl~der Age Max Load Area Strength Fracture
Test Date (days) (lbs. force) (sq.in.) (psi} Type
I 09190101 09/26/2001 7 120510 28.27 4260 unbonded cap
I 09190102 10/17/2001 28 137610 28.27 4870 unbonded cap
I 09190103 10/17/2001 28 140300 28.27 4960 unbonded cap
1 09190104 Hold
28 day average 4920
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C3'~, C39, C138, C143, CI 72, C1064, and C617 or C1231.
~ .62843
~ ~co~t ~ Pottit,
TERRA-MAR, INC. ~ --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 strictly prohibited without the express written consent of TMI.
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