ST9801-LR000829 9200 King Arthur Ddve
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
110
RESULTS OF FIELD DENSITY TESTS
TEST DATE
NO.
118 08/29/00
119 08/29/00
120 08/29/00
121 08/29/00
RETEST
OF
TEST
NXJIVIBER
TEST LOCATION LIFT/
DEPTH
Coppell Rd. at Sta. 31+00, SB Lane
Coppell Rd. at Sta. 28+50, SB Lane
Coppell Rd. at Sta. 26+00, SB Lane
Coppell Rd. at Sta. 24+50, SB Lane
PROCTOR FIELD FIELD PERCENT
TEST DENSITY MOISTURE OF
NO. PCF % SPECIFIED
COMPACTION
Grade 6915 116.0 9.8 96.7
Grade 6912 113.4 14.7 96.8
Grade 6912 111.0 15.4 96.5
Grade 6912 115.0 15.8 100.0
TESTS PERFORMED BY: M. Kashem
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D
2937
PROCTOR NO.:
6915 - 120.0 pcf@ 9.5% Moisture
6912 - 115.0 pcf@ 14.5% Moisture
SPECIFICATION: 95% Compaction @ Optimum +
DISTRIBUTION: City of Coppell - Larry Davis
SIG ' PAGE 1 OF 1
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED, AND APPLY ONLY TO THE SAMPLES TESTED.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH