ST9801-LR000429 (2) 9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/8314372 Fax 2t4/1131-4380
Mr. Kenneth Griffm, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.: 1520COP03
Project: Coppell Road Paving & Drainage
Location: Paving Subgrade
Report No.: 38
RESULTS OF FIELD DENSITY TESTS
TEST DATE RETEST TEST LOCATION HFT/ PROCTOR
NO. OF DEPTH TEST
TEST NO.
NUMBER
93 04/29/00 Coppell Rd. at Sta. 52+00, Westbound Lane
94 04/29/00 Coppell Rd. at sta. 50+50, Eastbound Lane
TESTS PERFORMED BY: Mohammed Kashem
REMARKS:
PROCTOR NO.:
SPECIFICATION:
DISTRIBUTION:
1 - 118.5 pcf@ 10.9% Moisture
6479 - 106.2 pcf@ 17.2% Moisture
6519 - 110.5 pcf@ 10.4% Moisture
6805 - 122.0 pcf@ 10.6% Moisture
6911 - 115.0 pcfat 15.0% Moisture
6912-122.5 pcfat 10.5% Moisture
6915 - 120.0 pcfat 9.5% Moisture
95% Compaction @ -2% to +2% Moisture
City of Coppell - Larry Davis
FIELD FIELD PERCENT
DENSITY MOISTURE OF
PCF % SPECIFIED
COMPACTION
Grade 6915 118.9 8.5 99.1
Grade 6915 114.3 9.5 95.2
TESTMETHODS: ASTMD 2922, D 3017, D 1558, D2167
OR D 2937
PAGE 1 OF 1
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIEN'r TO WHOM THEY ARE ADDRESSED, AND APPLY ONLY TO TIE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF TIE QUALITY OF APPARENTLY IDENTICAL OR SIM]I..AR SAMPLES
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH
I li' T r