DR1201-LR130806 AUG-22-2013 21:54 P.01
Texas CMT, Inc.
Construction Materials Testing GEE Consultants,. Inc.
and Environmental Consulting
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF IN—PLACE DENSITY AND MOISTURE OF SOIL
Density Report No.18 (213-0134) Method:ASTM D6938 D698 Page 1 of 1
Client:City of Coppell Material Description Maximum Optimum
Dry Density Moisture
Project: Creekview Drive Roadway (Lbs./cu.ft.) Content
Improvements 2013 (Percent)
1. Reddish Brown Clay 97.7 22.9
Test Date:August 6,2013 2. Yellowish Brown Clayey Sand 120.9 12.2
(Select Fill)
Report Date:August 6,2013 3. Dark Brown Clay 99.5 22.9
4. Brown,Tan and Yellowish 97.9 23.7
Required Density(%):Min.95% Brown Clay
Required Moisture(%):
Clays:OMC+O to+4%;
Sand and/or Select Fill:OMC-3 to+3% .
•
Test No. Material Probe Location/Elevation(and/or)Lift In-Place In-Place • Percent
No. Depth Dry Density Moisture Compaction •
(inches) (Lbs/Cu.Ft.) Content(%) (%)
42 2 8 Eastbound Lane, 12'N.of S.End,Sta. 115.7 11.1 095.7
0+90,Select Fill,2' Lift •G9.4 43 2 8 Eastbound Lane, 1'N.of S.End,Sta_3+50, 120.2 11.5
Select Fill,2nd Lift _ -/ _
44 2 8 Eastbound Lane,6'N.of S.End,Sta.4+50, 122.7 10.7 1!9�T.5
Select Fill,2"d Lift
• Test results meet project specifications
cc: Mr.Larry Davis-City of Coppell,Phone: 972-304-3684;via Fax:972-304-3570
Mr.George Marshall-City of Coppell,Phone:972-304-3562;via E-mail:gMarshall @coppelltx.gov
Mr.Rod Lacy-The ain roup,Phone: 817-927-4388;via E-mail:rlacy @faingp.com
(2tifs____________
Texas CMT Inc. TBPE Firm: F-4521 Reviewed by:
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas CMT,Inc. The use of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.
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