SS9701-LR 930609MAXIM ENGINEERS, INC. 2342 Faben. · P,O. Box 59902 · D~diel, TX 75229
Engineering end Environmer~l Coneultents (214) 247-7575 · FAX (214) 484-5804
IN-PLACE DENS1TY OF SOIL
Re~ Date
Client
Project Name
D~ Te~t Method
Pmj~'t ~:~s~y P~q'd
City of Coppell Proj*c~ Number
Grapevine Creek Sewer Branch, Phase I and II - Grapevine, Texas
ASTM D2922 and D3017 M~hod ~ Compaca=n
06/02/93
0393000626
ASTM D698
-2 to +5
Material Proctor Results
Number Deecrip6on
1 Dark brown silty clay with some limestone fragments and
yellow clay balls
Ma~dmum Dry Density (pc'/) Op~mum Mo~tu~· %
102.6 19.4
Teet MatedeJ I.llt
Numbe~ Number
5 1 10' below
grade
6 1 Final
7 I Final
Sanitary sewer line, station 26+20
Sanitary sewer mine, station 23+10
Sanitary sewer line, station 20+15
Dry Oensity Moi~ure % of Maximum
Obi/cu. fL) Cogent (%) Dry Den~y
98.6 19.1 96.1
97.9 19.7 95.4
98.7 20.6 96,2
All densities meet project specifications unless otherwise noted.
Technician: L. Amason
/cay
City of Coppall - Jim R. Ragedill
CH of Coppell - Garreth Campbell, Sr.
~bis retMflis for the sob use ~ ~he.cl~n. t ~l.d..ms~d. 31te useofourcompanynamemust recetveour pfiorwritteaconsent. ~ltts re~lp~)~e~ oely to the stmple tested, and