ST9801-LR000621~~rf~'C',d['/E.!laeerlq Gt
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 750194409
Project No.:
Project:
Location:
Report No.:
1520COP03
Coppell Road Paving & Drainage
Culvert Backfill
57
RESULTS OF FIELD DENSITY TESTS
TEST DATE
NO.
98 06/21/00
99 06/21/00
100 06/21/00
RETEST
OF
TEST
NUMBER
TEST LOCATION LIFT/ PROCTOR FIELD FIELD PERCENT
DEPTH TEST DENSITY MOISTURE OF
NO. PCF % SPECIFIED
COMPACTION
Box Culvert, 100' East of SW Side Culvert
Box Culvert, 150' East of SW Side Culvert
Box Culvert, 200' East of SW Side Culvert
TESTS PERFORMED BY: Walter Phillips
2' BTOC 6402 113.3 15.2 100.7
Y BTOC 6805 118.1 12.1 96.8
Y BTOC 6402 114.6 15.1 101.9
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
REMARKS:
PROCTOR NO.: 6805 - 122.0 pcf@ 10.6% Moisture
6402 - 112.5 @ 13.4% Moisture
SPECIFICATION: 95% Compaction @ -2% to +2% Moisture
DISTRIBUTION: City ofCoppell - Larry Davis
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEy ARE ADDRESSED, AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF TI~ QUALITY OF APPARENTLY IDENTICAL OP, SIMILAR SAMPLES
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT I'N FULL WITHOUT THE APPROVAL OF STANTECH