SS9701-LR 930610MAXIM ENGINEERS, INC. 2'342 Faberm · P.O. Box 59902 · Dalla., TX 75229
Engineering and Environmental Coneultants (214) 247-7575 · FAX (214) 484-5804
MOISTURE DF_ S1TY tlEIATIONSHIP BP. PORT
06/10/93
City of Coppell
0393000626
05/26/93
Grapevine Creek Sewer Branch, Phase I and II - Grapevine, Texas
Moisture/Density Relations of Soil
ASTM D 698D
Rammer Type ................................... Mechanical
Preparation Procedure ............................. Moist
Material Description ..............................
Brown silty day with much dark
brown and gray shale and
weathered limestone fragments
Material Origin .................................. On site
Liquid Limit .................................... 67
Plastic Limit .................................... 23
Plasticity Index .................................. 44
Maximin Density ................................ 98.4 lbs./cu.ft.
Optimum Moisture ............................... 21.7 percent
Technician: J. Rivem
/cey
City of Copper - Jim R. Ragsdill
City of Coppell - Garreth Campbell, Sr.
This report is foe tl~ ~le ~ ~ [h~ ¢i~nt ,ddressed. T~, ~ of oar company namz must receive our prio~ written consent. This report applies only to the ~1~