ST9801-LR000110 OJ'I J'wBC',II ill!lneerllll h.
9200 King Arthur Ddve
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 75019.4409
Project No.:
Project:
Location:
Report No.:
1520COP03
Coppell Road Paving & Drainage
Utility Trench Backfffi
15
RESULTS OF FIELD DENSITY TESTS
TEST DATE RETEST TEST LOCATION LIFt/ PROCTOR
NO. OF DEPTH TEST
TEST NO.
NUMBER
42 01/10/00 21" RCP @ Sta. 2+50 "LAT 14B"
43 01/10/00 21" RCP @ Sta. 2+50 "LAT 14B"
44 01/10/00 21" RCP @ Sta. 2+50 "LAT 14B"
TESTS PERFORMED BY: John Moreland
REMARKS:
PROCTOR NO.: I - 118.5 pcf@ 10.9% Moisture
6402 - 112.5 pcf@ 13.4% Moisture
SPECIFICATION: 95% Compaction @ -2% to +2% Moisture
DISTRIBUTION: City of Coppell - Larry Davis
F~,Lr) FIELD PERCENT
DENSITY MOISTURE OF
PCF % SPECIFIED
COMPACTION
Final 1 113.0 9.5 95.4
-2' 1 112.9 9.4 95.3
-Y 1 113.8 10.4 96.0
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
OUR L~T'I~RS AND REPORT~ AR~ FOR ~ EXCLUSIVE USE OF ~ CLIENT TO WHOM THeY AR~ ADDRF,8$ED, AND AI~LY ONLY TO THE $Ak, IPLES TESTED,
TF.~T RESULTS ~ NOT NECESSARILY INDICATIVF. OF T~ QUALrrY OF AI~AIENTLY IDENTICAL OR SI~7..AR SAM~LF, S
TI-I~S REPORT SHALL NOT BE REPRODUCED EXCEFT IN PULL WITHOUT ~ APPROVAL OF STANTECH