ST9801-LR000720 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-J~-.-.-.-.-.-.-.-.-.~0
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.:
Project:
Location:
Report No.:
1520COP03
Coppell Road Paving & Drainage
Lime Treated Paving Subgrade
71
RESULTS OF FIELD DENSITY TESTS
TEST DATE
NO.
115 07/20/00
116 07/20/00
117 07/20/00
118 07/20/00
119 07/20/00
120 07/20/00
i 21 07/20/00
RETEST
OF
TEST
NUMBER
TEST LOCATION
Coppell Rd. at Sta. 6+30, SB Lane
Coppell Rd. at Sta. 5+90, SB Lane
Coppell Rd. at Sta. 6+10, NB Lane
Coppell Rd. at Sta. 6+50, NB Lane
Coppell Rd. at Sta. 2+75, NB Lane
Coppell Rd. at Sta. 4+62, SB Lane
Coppell Rd. at Sta. 5+25, NB Lane
LWT/ PROCTOR FIELD FIELD PERCENT
DEPTH TEST DENSITY MOISTURE OF
NO. PCF % SPEC/FIED
COMPACTION
Grade 7109 115.0 14.4 99.1
Grade 7109 112.2 15.0 96.7
Grade 7109 117.7 15.2 101.5
Grade 7109 116.0 14.2 100.0
Grade 7109 113.5 13.1 97.8
Grade 7109 110.6 13.1 95.3
Grade 7109 114.9 13.0 99.0
TESTS PERFORMED BY: M. Kashem
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D
2937
REMARKS: *Percent Moisture is Below Specifications; **Percent Compaction is Below Specification.
PROCTOR NO.: 7109 - 116.0 @ 13.0% Moisture
SPECIFICATION: 95% Compaction @ Optimum +
DISTRIBUTION: City ofCoppell - Larry Davis
) _
SIGNED OF 1
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR S[]~]I,AR SAMPLES
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH