ST9801-LR001102TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS.
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
1050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppeli, Texas 75019-4409
Project No.:
Project:
Location:
Report No.:
1520COP03
Coppell Road Paving & Drainage
Sidewalk Subgrade
149
RESULTS OF FIELD DENSITY TESTS
TEST DATE
NO.
PETEST
OF
TEST
NUMBER
TEST LOCATION LIFT/
DEPTH
PROCTOR FIELD FIELD PERCENT
TEST DENSITY MOISTURE OF
NO. PCF % SPECIFIED
COMPACTION
134 11/02/00
Sidewalk Subgrade N.B. Coppeli Rd. at20'
N. of Westminster
Grade 6919 105.7 10.4 95.7
TESTS PERFORMED BY: R. Yarbrough
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D
2937
PROCTOR NO.:
6519 - 110.4 pcf@ 10.4% Moisture
SPECIFICATION: 95% Compaction @ Optimum +2 to -2%
DISTRIBUTION:
City ofCoppell - Larry Davis
Ed Bell Construction - Robert Webber
Ed Bell Construction - Gary Pryor
Freese & Nichols - Scott Maughn, E.I.T.
SIGNED
PAGE I OF I
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OFTHE CLIENT TO WHOM THEY ARE ADDRESSED. AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF i-MAR, INC.