PA9901-LR130425 FUGRO CONSULTANTS, INC.
1-rtliP^Rm. 1, m
GRIN
2880 Virgo lane, Dallas, Texas 75229 REEEBONEti�
Phone: 972 484-8301 Fax 972 620-7328 1"���
IN-PLACE MOISTURE DENSITY TEST RESULTS
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• Client: Northstar Builders Report Date: 4/25/2013
Project: Coppell Biodiversity Project No: 4013-2020
Tech: John Heim Date Performed: 4/23/2013
Test t Test Location Depth si Wet Field Dry Proctor Percent
No. Lift ❑ Density Moisture Density No. Proctor
_ Pc) (%) •cf) Den
1 NE corner of building slab(natural) -3 127.1 10.0 115.5 8315 r
2 SW corner of building slab(natural) -3 120.8 9.1 110.7 8315 97.0
ii
.4 i
1k
Proctor No:
Description Opt. Moisture Max. D semen Its
8315 Light Brown Clayey Sand 12.8 114.1
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Specs. Gauge No: 12 • Test Methods: ASTM D 6938
Dens. (%) Min 95 Std. Density Count: 2386 ASTM D 698
Moist.(%), -4 to+4 Std.Moist Count: 556
Trans.De th in. : _
Remarks:
Copies: FUGRO CONSULTANTS,INC.
TBPE Firm Registration No.F-299
• D ."1::" .„--..--
. David A. Belcher, P.E. .
The results shown on this report ore for the excluslvo urn of the chant for whom they were obtelnod and apply only to Rle samples tested and/Or Ihspecfed.They are not Intended to be
indicative of the Qualities of apperontl ldenllaal prCducte.The uee Of our name must receive prior written appro'CL Rapers mot be reproduced to twit:onIt[eIY. •
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