SS9701-LR 930804 MAXIM ENGINEERS, INC. 2342 Fabens · P.O. Box 59902 · Dallas, '13( 75229
Engineering and Environmental Consultents (214) 247-7575 · FAX (214) 484-5804
IN-PLACE DENSITY OF SOIL
~"~' ~ \ Sample Date 08/03/93
Date
08/04/93
["~ (~:)C~ ~, Project Number
C~ient City of Coppell 0393000626
Project Name Grapevine Creek Sewer Branch, Phase I and II - PO~ 8616 - Grapevine, Texas
Density Test Method ASTM D2922 and D3017 Method of Compaction ASTM D698
Project Density Req'd 90+ Project Moisture Req'd Opt +4
'."Rela~ii3ns :~:ii:.:.~-!:::iill . :.;:~:!~::!i'i' .:;::~:::.:. ":'. -
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Material Proctor Results
Number Description Maximum Dry Density (pc0 Optimum Moisture %
I Dark yellow brown sandy clay with grey clay balls 116.4 13.6
-:-. .... ::':::']1
Test Material Lift Location Dry Density Moisture % of Maximum
Number Number (lbs/cu. ff.) Content (%) Dry Density
8 I Final Sanitary sewer line, station 46.1.00 115.8 10.5 99.5
9 I Final Sanitary sewer line, station 48.1.00 112.0 13.6 96.2
10 1 Final Sanitary sewer line, station 51 +00 112.6 13.2 97.0
11 1 Final Sanitary sewer line, station 56.1.00 111.7 14.5 95.9
12 I Final Sanitary sewer line, station 60.1.00 111.0 15.2 95.4
All densities meet project specifications unless otherwise noted.
Technician: T. Pickens
/bk
City of Coppell - Jim R. Ragsdill
City of Coppell - Garreth Campbell, Sr.
Th~ repor~ is for the sole use of [he client addressed. The use of our company name must receive our prior w'r~[ten consenL This report applies only to tim sample tested, and
does not necessarily represent identical or similar samples. 5564 (100645)
MAXIM EN(~NF~'~'~, INC.