SS9701-LR 940630MAXIM ENGINEERS, INC. 2342 Fdoe~ · P.O. B~x 59~2 · Dallas, 'IX 75229
Engineering and Environmental Consultants (214) 247-7575 · FAX (214) 241-4931
IN-PLACE DENSITY OF SOIL
Ollent
Project Name
Density Test Method
06/30/94 Sample Date 06/24/94
City of Coppell Project Number 0393000626
Grapevine Creek Sewer Branch, Phase I and II - PO# 8616 - Grapevine, Texas
ASTM D2922 and D3017 Method of Compac~on ASTM D698
95 Project Moisture Req'd -2 to +4
Material Proctor Results
Numb~ Descrlp~on Ma~imum Dry Densl~ {l~f) Optlmum Moisture %
I Ught red sandy clay with gray sandstone 119.7 11.8
2 Reddish silty sandy clay with some dark brown shale 120.6 12.1
T#t Mated~J D~y D~lty Mcx~tu~ % of Maximum
Number Number (lb~cu. fL) Content (%) D~y
46 I 3' below 24" sanitary sewer at Station 9+80 104.7 11.3' 87.5**
grade
47 1 6' below 24' sanitary sewer at Station 9+80 105.5 12.3 88.1'*
grade
46 1 9' below 24' sanitary sewer at Station 9+80 113.0 13.7 94.4**
grade
49 1 12' below 24' sanitary sewer at Station 9+80 99.0 14.6 82.7**
grade
50 I 16' below 24' sanitary sewer at Station 9+80 108.7 12.7 90.8**
grade
51 I 20' below 24' sanitary sewer at Station 9+80 107.5 12.6 89.8**
grade
52 1 23' below 24' sanitary sewer et Station 9+80 111.3 13.2 93.0**
grade
* Does not meet project specifications for moisture content percent. /~0'~
** Does not meet project specifications for percent of maximum dry density.
Technician: P. Butler
/cey
City of Coppell - Jim R. Ragsdill
City of Coppell - Garreth Campbell, Sr.
This ~po~t b Ex' the sok use of the client addressed. The use of o~r company name must nece~ve our prior' written eoo~t. 'l'nb report apples only to the sample ~t~, and
dees not necessarily represent idefltkal ~ similar s~mp~es. 9487 (100738)