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DR1201-LR130628 JUL-17-2013 01:48 P.02/14 Texas C \ 1 T, Inca AVA . 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.1-rev. (213-0135) Method:ASTM D6938 D698 Page 1 of 1 Client:The Fain Group 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:June 28,2013 2. Yellowish Brown Clayey Sand 120.9 12.2 (Select Fill) Report Date:July 17,2013 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(%) (%) 1 4 6 Approximately 6'Over-excavated 98.9 20.2* 101.0 Subgrade,20'E.of W.End • 2 1 6 Approximately 6'Over-excavated 88.2 12.9* 90.3*.00•••••• Subgrade,50'E.of W.End . *Test results did not 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: 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.