SS9701-LR 931110MAXIM ENGINEERS, INC. 2342 Faben~ · P.O. Box 59902 · Dallae, 'IX
Engineering end Environmental Con~ultents (214) 247-7575 · FAX (214) 484-5804
IN-PLACE DENSITY OF SOIL
Report Date
C~ient
Project Name
Density Test Method
11/10/93 Sarople Date 11/06/93
City of Coppell proj~t Number 0393000626
Grapevine Creek Sewer Branch, Phase I and II - PO# 8616 - Grapevine, Texas
ASTM D2922 and D3017 Me,od of CompacUo~ ASTM D698
95% Project Moisture Req'd +--4
Material Proctor Results
Number De~c~ Maximum Dry Density (pof) Op~mum Moisture %
1 Dark brown sandy clay with calcareous nodules 109.2 16.0
Tent Material % of Maximum
Number Number Dry Deoelty
(~b~/cu. ~) c.~xfant (~)
39 I Final Sanitation sewer on east bank of creak 104.5
approx. 20' west end 90' northof west end of
Rockwall
40 I Final
Sanitation sewer on east bank of creek
approx. 35' west of 220' north of west end of
Reck'wall
18.9 95.7
104.9 18.7 96.0
All densities meet project specifications unless otherwise noted.
Technician: P. Nichols
/aes
City of Coppell - Jim R. Ragsdilt
City of Coppell - Garreth Campbell, Sr.
This report is for the sole use of.the.cl'.~n, t a.dd.mssed. T~e use of our company name must receive our prior written consent This repo~ applies ouly to the ,am~leo36~e~2ted147a~!