ST9801-LR000613CLIENT:
PROJECT:
REPORT DATE: 6/13/00
TMI REPORT #: DC99-510-046
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW LUBBOCK
1 ~050 Ables Lane, Dallas, Texas 75229 Phone:g72-488-8800
CONCRETE CORE COMPRESSION TEST REPORT
City of Coppell REPORT DISTRIBUTION:
Coppell Road (1520COP03) Coppell - Kenneth Griffin, P.E.
Coppall - Larry Davis
Placement Date: 3/08/00
Date Drilled: 5/26/00
Date Tested: 5/30/00
Age at Test:
Design Strength (psi): 4000
PROJECT DATA
Drilled By: Chris Cook
Moisture Condition at Time of Test:
Nominal Max. Size of Aggregate:
CONCRETE COMPRESSION TEST RESULTS
CONCRETE CORED IN ACCORDANCE WITH ASTM C42, CURED (IF APPLICABLE) PER ASTM C31,
TESTED PER ASTM C39, CAPPED PER ASTM C617
CORE I.D. CORE CAPPED
LENGTH LENGTH, L
(in.) (in.)
COP1 8.00 7.50
COP2 8.13 7.50
COP3 8.38 7.40
COP4 8.38 7.40
COP5 7.50 7.40
COP6 7.88 7.40
COP7* 7.88 7.40
COP8 8.75 7.50
DIAMETER DIAMETER AVERAGE AREA MAXIMUM L/D CORRECTION CORRECTED
I 2 DIAMETER, D LOAD FACTOR STRENGTH
(in.) (in.) (in.) (in2) (Ibs.) (psi)
3.72 3.72 3.72 10.87 53540 2.02 1.00 4930
3.72 3.72 3.72 10.87 40600 2.02 1.00 3740
3.72 3.72 3.72 10.87 50090 1.99 1.00 4610
3.72 3.72 3.72 10.87 42130 1.99 1.00 3880
3.72 3,72 3.72 10.87 61100 1.99 1.00 5620
3.72 3,72 3.72 10.87 51830 1.99 1.00 4770
3.72 3,72 3.72 10.87 30000 1.99 1.00 2760
3.72 3,72 3.72 10.87 46300 2.02 1.00 4260
CORE I.D.
COP1 Westbound
COP2 Westbound
COP3 Westbound
COP4 Westbound
COP5 Westbound
COP6 Westbound
COP7* Westbound.
COP8 Westbound
LOCATION OF DRILLED CORES
LOCATION
Right Lane at Sta. 51+50
Left Lane at Sta. 50+50
Right Lane at Sta. 49+25
Left Lane at Sta. 48+00
Right Lane at Sta. 46+50
Left Lane at Sta. 45+00
Right Lane at Sta. 43+50, Cored contained rebar
Left Lane at Sta. 41+00
Note: This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in its entirety, without ~
the written consent of TMI. Results apply only to above tests.
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TER~-MAR, INC.