ST0004-LR0111061T~RP~d~'~ 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.: DC01-066-069
Report Date: 11/06/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/05/2001
Slump 5 in max Sampled By Bobby Ratliff
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: 7777 Time Batched: 10:30 am Time Sampled: 11:15 am
Slump: 5.5 in* Air Content: 6.0 % Unit Weight:
Concrete Temperature: 84° F Ambient Temperature: 76° F Yardage (c.y.): 10 of 20
Placement Location: South bound Freeport Parkway paving repair
Sample Location: Lot #19
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 FPP10050101 10/12/2001 7 122810 28.27 4340 unbonded cap
1 FPP10050102 10/12/2001 7 118330 28.27 4180 unbonded cap
I FPP10050103 11/02/2001 28 140990 28.27 4990 unbonded cap
I FPP10050104 11/02/2001 28 141650 28.27 5010 unbonded cap
28 day average 5000
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 01231.
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.
mSSD Page I of I
~ 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.: DC01-066-084
Report Date: 11/06/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/25/2001
Slump 5 in max Sampled By Kedric Alexander
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: 996080 Time Batched: 1:10 pm Time Sampled: 2:00.pm
Slump: 4 in Air Content: 3.5 % Unit Weight: n/a
Concrete Temperature: 85° F Ambient Temperature: 81 ° F Yardage (c.y.): 30 of 40
Placement Location: Paving
Sample Location: Hole #30
Set # Cyl~der Age, Max Load Area Strength Fracture
Test Date (days) (lbs. force) (sq.in.) (ps~ Type
I FPP10250101 11/01/2001 7 153800 28.27 5440 unbonded cap
1 FPP10250102 11/22/2001 28
1 FPP10250103 11/22/2001 28
1 FPP10250104 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.
I£RR~-MAR, INC. ×/ ~cott r~. Pettit,
Sr. Vic~ Presiden; '
Tho rosults prosontod in this report podain oaly to tho spocific itoms testod, lhis ropo~ was producod for tho oxclusive use of tho cliont. Any reproduction
this repo~, or any pa~ therein, is strictly prohibitod without tho express written mnsent of
Page I of l
~ 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.: DC01-066-067
Report Date: 11/06/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/04/2001
Slump 5 in max Sampled By Kedric Alexander
Air Content 3 % rain 6 % max Weather PT. CLOUDY
Concrete Temperature n/a Supplier/Mix Hanson/7723
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 61 Time Batched: N/A Time Sampled: 10:35 am
Slump: 4 in Air Content: 4.0 % Unit Weight: , ....
Concrete Temperature: 85.5° F Ambient Temperature: 84° F Yardage (c.y.): 20 of 400
Placement Location: Paving South bound Freeport Parkway
Sample Location: Station 13+50
Age, Max Load Area Strength Fracture
Set # Cyl~der Test Date (days] (lbs. force) (sq.in.) (psg Type
I FPP10040101 10/11/2001 7 139520 28.27 4930 unbonded cap
1 FPP10040102 10/11/2001 7 131820 28.27 4660 unbonded cap
1 FPP10040103 11/01/2001 28 161500 28.27 5710 unbonded cap
1 FPP10040104 11/01/2001 28 160100 28.27 5660 unbonded cap
28 day average 5690
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 C. .
Sr~r~id~t
Tho results prosonted in this re~o~ pertain only to tho specific itoms tostod. This report was produced for the
this mpo~, or any pa~ therein, is strictly prohibited without tho oxpress written consont of
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