SS9701-LR 940707MAXIM ENGINEERS, INC. 2342 Faben8 · P.O. Box 50002 · DIlI~, TX
Englnee~ng w~l Envlronmefd~ Cormultant8 (214) 247-7575 · FAX (214) 241.4931
IN-PLACE DENSITY' OF SOIL
07/07/94 8ample Date 0~/2~/94
City of Coppell Project Numb~ 0393000626
Grapevine Creek Sewer Branch, Phase I and II - PO# 8616 - Grapevine, Texas
ASTM D1556 Sand Cone M~hod of C=ml~=ao~ ASTM 1:)698
95+ ProJ~t Mc~tur~ R~'d ±3
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Material Proctor Results
1 Reddish brown silty sandy clay with some brown and gray 118.5 12.9
shale
* 62 I Retest 53, dated 06/29/94 109.5 12.0 92.4
* Does not meet required project specifications.
Technician: S. Totler
/cay
City of Coppell - Jim R. Ragsdill
City of Coppell - Garreth Campbell, Sr.
This report is ~m' Ihe sole use o~..die .cl~. t ~1, d ~reswed. T'pe USe of our company name must receive our prior written mt. This report applies only to die sample tested, and