Hard 8 BBQ-LR060726Rorie Engineering
Client: ATA
Mr Donnie Ward
2199E Dove Rd., Ste B
Southlake TX 76092
Project: Hard Eight Pit BBQ
688 Freeport Parkway
Coppell, Texas
Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
CONTRACTOR: ATA
TEST FOR: Select Fill
Reddish Brown Clayey Sand w/
Sandstone
CLASSIFICATION Select Fill
TEST METHOD ASTM D -698 ASTM D -4318
Method A
MATERIAL:
MAXIMUM DRY DENSITY, pcf: 120 0
OPTIMUM MOISTURE CONTENT, 10 5
REQUIREMENTS
LIQUID LIMIT 24
PLASTIC LIMIT 15
PLASTICITY INDEX: 9
Technician: Jeremy Watts
Report Distribution:
(1) ATA
Range 4 15
Test results on this report meet project
specifications as noted above
PROJECT DATA
DATE SAMPLED:
MATERIAL PREPARATION
RAMMER TYPE.
SAMPLED BY
SAMPLE LOCATION
REPORT OF TEST
130
126
Dry
Density
(pcf)
122
118
114
MOISTURE DENSITY RELATIONS
5
7
8908 Ambassador Row, Dallas, TX 75247
4221 Freidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
Report No.:
Project No.:
Date of Service:
Report Date:
07/22/2006
Moist
Mechanical
J Watts
Stockpile
MOISTURE DENSITY RELATIONS
261830
0611994
07/22/2006
07/26/2006
Zers air v i ids c
Spec'fic 1 avity
.irve
2.70
9 11 13 15
MOISTURE CONTENT
Michael Cox, SET
Project Manager
17
LIMITATIONS The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
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