ST9801-LR000828 (2)~tl$'/~Jlre'G'Jrl Fillwill
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/6314372 Fax 214/631-4380
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
103
RESULTS OF FIELD DENSITY TESTS
TEST DATE
NO.
RETEST
OF
TEST
NUMBER
TEST LOCATION LIFT/ PROCTOR FIELD FIELD PERCENT
DEPTH TEST DENSITY MOISTURE OF
N0. PCF % SPECIFIED
COMPACTION
115 08/28/00
116 08/28/00
117 08/28/00
Coppell Rd. at Sta. 37+75, SB Lane
Coppell Rd. at Sta. 35+00, SB Lane
Coppell Rd. at Sta. 32+50, SB Lane
TESTS PERFORMED BY: M. Kashem
REMARKS:
PROCTORNO.:
6915 - 120.0 pcf@ 9.5% Moisture
SPECIFICATION: 95% Compaction @ Optimum +
DISTRIBUTION: City of Coppell - Larry Davis
Grade 6915 114.4 10.2 95.3
Grade 6915 116.2 10.3 96.8
Grade 6915 117.9 11.1 98.2
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D
2937
X .................- ':-O0
SIGNED
PAGE 1 OF 1
OUR LETTERS AND P,E]~ORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO ViBOM 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 STANTECH