SS9701-LR 930603MAXIM ENGINEERS, INC. 2342 Feben$ · P.O. Box 58~)2 · D~II~, TX 75229
Engineering and Environmental Con~ult~n~ (214) 247-7575 · FAX (214) 484-5804
MOISTURE DENSITY BI~.IATIONSHIP BF. PORT
06/03/93 s,~,~ ~ 05/19/93
city of Coppe.
0393000626
Grapevine Creek Sewer Branch, Phase I and II - Grapevine, Texas
Moisture/Density Relations of Soil
ASTM D698A
Results
Rammer ~pe ...................................
Preparation Procedure .............................
Material Description ..............................
Unified Soil Classification ...........................
Material Origin .................................
Liquid Limit ...................................
Plastic Limit ...................................
Plasticity Index .................................
Percent Passing No. 200 Sieve ......................
Maximum Density ...............................
Optimum Moisture
Mechanical
Moist
Dark brown silty day with some
limeswne fragments and yellow day
balls
GH
On site
50
16
34
80 percent
102.6 lbs./cu.ff.
............................... 19.4 percent
Technician: J. Rivera
/cey
City of Coppell - Jun R. Ragsdill
City of Coppell - Garreth Campbell, Sr. --