ST0004-LR010905'~'~l~,l~l~li~ 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.: DC01-066-038
Report Date: 09/05/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 08/08/2001
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: 807931 Time Batched: 12:30 pm Time Sampled: 12:40 pm
Slump: 6.5 in* Air Content: 3.0 % Unit Weight: n/a
Concrete Temperature: 94° F Ambient Temperature: 98° F Yardage (c.y.): 30 of 40
Placement Location: Paving
Sample Location: Repair no. 15, pour 2, East bound lane of North Freeport Pkwy.
An asterisk (*) appears next to field data which does NOT meet specifications,
Cylinder Age Max Load Area Stren.clth Fracture
Set
Test Date (days) (lbs. force) (sq.in.) (psi) Type
1 08080101 08/15/2001 7 113860 28.27 4030 unbonded cap
I 08080102 o8/15/2OOl 7 108840 28.27 3850 unbonded cap
1 08080103 08/22/2001 14 126700 28.27 4480 unbonded cap
1 08080104 08/22/2001 14 124720 28.27 4410 unbonded cap
I 08080105 09/05/2001 28 138280 28.27 4890 unbonded cap
1 08080106 09/05/2001 28 132050 28.27 4670 unbonded cap
28 day average 4780 ~1t,.~,. ~/
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39. O138, O143, O172, 01064, and O617 or C123 ~l~ ~e~, ~~
II=RRA-MAR, INC. '~ Sr. Vice ~resident
/he results presented in this report pertain only to the specific items teste0. - his report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibite0 without the express written consent cf TMI.
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~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN I_ONGVIEW
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.: DC01-066-040
Report Date: 09/05/2001
Specifications Test Data
StrenGth 4000 psi @ 28 Days Placement Date 08/09/2001
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: 937688 Time Batched: 1:00 pm Time Sampled: 1:40 pm
Slump: 4.75 in Air Content: 4,5 % Unit Weight: n/a
Concrete Temperature: 94° F Ambient Temperature: 98° F Yardage (c.y.): 50 of 120
Placement Location: Paving
Sample Location: East bound of Nodh Freeport Pkwy., Station 0+50
Age, Max Load Area Strength Fracture
Set # CyIFder Test Date (days) (lbs. force) (sq.in.) (psi) Type
1 08090101 08/16/2001 7 109280 28.27 3860 unbonded cap
1 08090102 08/16/2001 7 112610 28.27 3980 unbonded cap
1 08090103 08/23/2001 14 118960 28.27 4210 unbonded cap
1 08090104 08/23/2001 14 123190 28.27 4360 unbonded cap
1 08090105 09/06/2001 28
1 08090106 09/06/2001 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.
I sco. .... ,,tmm,"--'"--'"
TERRA-MAR, INC.
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.
01SSD Page I of 2
~ 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.: DC01-066-040
Report Date: 09/05/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 08/09/2001
Slump 5 in max Sampled By 7uhair 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: 937694 Time Batched: 2:35 pm Time Sampled: 3:35 pm
Slump: 5 in Air Content: 4.6 % Unit Weight: n/a
Concrete Temperature: 99° F Ambient Temperature: 98° F Yardage (c.y.): 100 of 100
Placement Location: Paving
Sample Location: Intersection of Airline & Freeport Pkwy.
in
Age Max Load Area Strength Fracture
Set # Cyl#der Test Date (days) (lbs. force) (sq.in.) (psi) Type
2 08090107 08/16/2001 7 104240 28.27 3690 unbonded cap
2 08090108 08/16/2001 7 110050 28.27 3890 unbonded cap
2 08090109 09/06/2001 28
2 08090110 09/06/2001 28
2 08090111 Hold
2 08090112 Hold
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.
~ SCOTT M. PET'TIT
TERRA-MAR, INC.
The results presented in this report pertain only to the specific items tested. "his 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 TMt.
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