ST0004-LR011107~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
, 11050 Ab/es 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.: DC01-066-074
Report Date: 11/07/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/09/2001
Slump 5 in max Sampled By Eddie Miller
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: 971512 Time Batched: 1:53 PM Time Sampled: 2:15 PM
Slump: 4 in Air Content: 3.5 % Unit Weight: n/a
Concrete Temperature: 85° F Ambient Temperature: 75° F Yardage (c.y.): 160 of 200
Placement Location: Paving, South bound lane of Freeport Pkwy. at Station 2+40
Sample Location: In median, North of Southwestern Pkwy.
Age, Max Load Area Stren,(:lth Fracture
Set # Cyl#der Test Date (days) (lbs. force) (sq.in.) (psi~ Type
2 FPP10090105 10/16/2001 7 150390 28.27 5320 unbonded cap
2 FPP10090106 11/06/2001 28 161000 28.27 5690 unbonded cap
2 FPP10090107 11/06/2001 28 156040 28.27 5520 unbonded cap
2 FPP10090108 Hold
28 day average 5610
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.
S~ ~r~id~t
The results presented in this repo~ pekin only to the specific items tested. This repo~ was produced for the exclusive use of ~e client. Any reproduction of
this repo~, or any ~a~ therein, is strictly prohibited without the express wriEen consent of TMI.
l'r~R~z.~ 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.: DC01-066-072
Report Date: 11/06/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/08/2001
Slump 5 in max Sampled By Mohammed A. Kashem
Air Content 3 % min 6 % max Weather CLEAR
Concrete Temperature n/a Supplier/Mix Hanson/N/A
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 009629 Time Batched: 11:34 AM Time Sampled: 12:45 PM
Slump: 4.5 in Air Content: 5.1% Unit Weight: N/A
Concrete Temperature: 72° F Ambient Temperature: 66° F Yardage (c.y.): 10 of 20
Placement Location: Paving at SB Freeport Parkway
Sample Location: At Hole #22 at S end
Set # Cyl~der Age, Max Load Area Strength Fracture
Test Date (days) (lbs. force) (sq.in.) (psi} Type
1 FPP10080101 10/15/2001 7 92600 28.27 3270 unbonded cap
1 FPP10080102 11/05/2001 28 117360 28.27 4150 unbonded cap
1 FPP10080103 11/05/2001 28 121240 28.27 4290 unbonded cap
1 FPP10080104 Hold
28 day average 4220
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.
_
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TER~-MAR, INC.
Sr. V~ ~esident
The results presented in this report peAain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this repod, or any part therein, is strictly prohibited without the express written consent of TMI.
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