SS9701-LR 931108MAXIM ENGINEERS, INC. 2342 Fabens · P.O. Box 59902 · Dallas, 'tX 75229
Engineering and Environmental Consultants (214) 247-7575 · FAX (214) 4845804
IN-PLACE DENS1TY OF SOIL
Repor~ De~
Client
Project Name
Densk'y Test Me~hod
Project Density Req'd
11/08/93 Sample Date 11/04/93
City of Coppell Project Numb~ 0393000626
Grapevine Creek Sewer Branch, Phase I and II - PO# 8616 - Grapevine, Texas
ASTM D2922 and D3017 Method of Compectkm ASTM D698
95% Project Moisture Req'd --+4
Material Proctor Results
Numbe~ Description Ma06mum Dry Density (pcf) Optimum Moisture %
I Dark brow~ sandy clay with calcareous nodules 109.2 16.0
Test Material Lift Locafio~ Dry Densiiy Moisture % of Ma~dmum
Number Number (lbs/cu. ft.) ~ (%) Dry Density
37 I 1' below
grade
38 1 1' below
grade
Storm sewer on east bank of creek approx. 104.6 18.5 95.8
160' north of railroad
Storm sewer on east bank of creek approx. 104.6 19.1 95.8
290' north of railroad
All densities meet project specifications unless otherwise noted.
Technician: P. Nichols
/aas
City of Coppell - Jim R. Ragsdill
City of Coppell - Garreth Campbell, Sr.
This repo~ is for ~e sole use o.f the .clleat &,dd,.~. ~n,e use of our company Mime must ~¢e~ve our prior written col~eat. T~is