ST0102-LR021220R°neEn ill l
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
MOISTURE DENSITY RELATIONS
Client:
City of Coppell
Attn: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 166622
Project No.: 027176
Date of Service: I2/17/2002
Report Date: 12/20/2002
Services: Obtain a sample of material from the jobsiI¢, bring the sample back to thc laboratory and perform a moisture density relationship test in
accordance with ASTM Standards,
PROJECT DATA
CONTRACTOR: Tiseo Paving
TEST FOR: Utility Backfill
MATERIAL: Medium Brown Sandy Clay
w/Gravel
CLASSIFICA[ION: Utility Backfill
TEST METItOD: ASTM D-698 ASTM D-4318
Method A
DATE SAMPLED: 12/17/2002
MATERIAL PREPARATION: Moist
RAMMER TYPE: Mechanical
SAMPLED BY: Joe Jernigan
SAMPLE LOCATION: West end of Sanitary Sewer
REPORT OF TEST
MAXIMUM DRY DENSITY, pon ] 12.0
OPTIMUM MOISTURE CONTEN'I, %: ] 5.5
LIQUID lIMIT: 38
PEASTIC LIMIT: l 5
PLASTICITY INDEX: 23
MOISTURE DENSITY RELATIONS
tic Giavity 2.65[
/
\ ,
114
112
Dry
Density
(0cO
106
MOISTURE CONTENT (%)
Technician: Joe Jernigan
Report Distribution:
(1) City of Coppell
(I) Tiseo Paving Company
(1) Pacheco Ki/ch
(1) Wright Construction Company
/~fl Rone Engineers, Inc.
///~/ ~~' pJ?o~enc t MM a°n°adg ~Yr
LIMITATIONS I'be test results presented herein were prepared based upon the spccific samples provided for testing We assunle no responsibility for variation m quality
(composition, appearance, performance, etc) or any other t~ature of similar subject matter provided by persons or conditions over which we have no control Our letters and
reports are tbr the exclusive use of the clients to whom tbey arc addressed and sball not bc reproduced except m fulI wdbotlt tile written approval of Reno Engineers, [nc
06 Page 1 of 1