SS9701-LR 940715MAXIM ENGINEERS, INC. 2342 Fdoan~ · P.O. Box 59902 ·Della*, 'IX 75229
Engineering and Environmental Coneultant* (214) 247-7575 · FAX (214) 241-4931
MOISTURE DENSIT RELATIONSHIP REPORT
07/15/94 s~p~ D.~ 07/12/94
City of Coppell ;g (~ ~ 4 [
0393000626
Grapevine Creek Sewer Branch, Phase I and II - PO# 8616 - Grapevine, Texas
Moisture/Density Relations of Soil
ASTM D 698 C
Resul~
Rammer Type ...................................
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
Dry
Silty sandy reddish brown day with
dark brown shale and gravel
GL
Sanitm3r sewer 24", Station 15+67
25
12
13
35.5 percent
123.8 lbs./cu.ff.
10.5 percent
Technidan: J. Allen
/CEY
City of Coppell - Jim R. Ragsdill
City of Coppell - Garreth Campbell, Sr.
report Is for the sole .~e ~ [he .die. ut ,d.d ..r~sed. T¥ u~e of our company name must receive o~r prior writhe, eo~e,l. This report appliesooly ~o the sam~sd)
MAXIM ENGINEERS, INC. 2342 Fdoen~ · P.O. Box 58902 · D~dl~, TX 75229
Engin~tng ~ Environmental Cor~ult~nt~ (214) 247-7575 · FAX (214) 241-4931
MOISTURE DENSITY RS ATIONSHIP REPORT
To
07/15/94 s.mp~e o,~ 07/08/94
0393000626
Grapevine Creek Sewer Branch, Phase I and II - PO# 8616 - Grapevine, Texas
Moisture/Density Relations of Soil
ASTM D 698 C
P.~ults
Rammer Type ...................................
Preparation Procedure .............................
Material Description ..............................
Unified Soil Classification ...........................
Material Origin ..................................
Liquid Limit ....................................
Plastic Limit ....................................
Plasticity Index ..................................
Maximum Density ................................
Optirmun Moisture .......... .....................
Mechanical
Dry
Reddish brown silty sandy clay with
gravel, dark brown shale and
asphalt particles
CL-IvlL
On site
21
14
7
127.0 lbs./cu.ft.
9.8 percent
Technician: F. Calvillo
/CEY
City of Copper - J'Lrn R. Ragsdill
City of Copper - Garreth Campbell, Sr.