DR1201-LR130710 JUL-17-2013 01:50 P.10/14
/ AA Texas CMT, Inc.-A
•
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.9. (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 (LbsJcu.ft.) Content •
Improvements 2013 (Percent)
1. Reddish Brown Clay 97.7 22.9
Test Date:July 10,2013 2. Yellowish Brown Clayey Sand 120.9 12.2
(Select Fill)
Report Date:July 16,2013 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+0 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(%) (%)
24 2 8 Westbound Lane,Sta. 1+10,N.Curb Line, 122.0 11.6 100.9
4'h Lift of Select Fill
25 2 6 Westbound Lane,Sta.2+50,6'N.of C.L., 123.1 9.7 101.8
4th Lift of Select Fill
26 2 8 Westbound Lane, Sta.4+00,N.Curb Line, 119.3 11.4 . 98.7 •
4th Lift of Select Fill
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 Fain Group,Phone: 817-927-4388;via E-mail:rlacy @faingp.com
Texas CMT,Inc. TBPE Firm: F-4521 Reviewed by:
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ep eY reP PPr
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.