SS9301-LR 930603 MAXIM ENGINEERS, INC. 2 Fabens · P.O. Box 59902 · Dallas, TX 75229
Engineering and Environmental Consultants (214) 247-7575 · FAX (214) 484-5804
MOISTURE DENSITY RELATIONSHIP REPORT
.e,~,. Oa,e 06/03/93 Sample Date 05/19/93
To City of Coppell
Project # 0393000626
P~oje~ Grapevine Creek Sewer Branch, Phase I and II - Grapevine, Texas
Identification Moisture/Density Relations of Soil
Test Pr,~g'edure ASTM D698A
Result~
Rammer Type ................................... Mechanical
Preparation Procedure ............................. Moist
Material Description .............................. Dark brown silty clay with some
limestone fragments and yellow clay
balls
Unified Soil Classification ........................... CH
Material Origin .................................. On site
Liquid Limit .................................... SO
Plastic Limit .................................... 16
Plasticity Index .................................. 34
Percent Passing No. 200 Sieve ....................... 80 percent
Maximum Density ................................ 102.6 lbs./cu.ft.
Optimum Moisture ............................... 19.4 percent
Technician: J. Rivera
/cey
City of Coppell - Jim R. Ragsdill
l'his report is for the sole use of the cl e it addressed. Tile use of our c'om }any na ne must receiveour prior written consent. This relx)rt appliesonlv to the sample tested, and
does not necessarily represent identical or similar samples. []iA ' 4355 (200066)
MAXIM n~C;lNn~. IHt_