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DR1201-LR130919 SEP-20-2013 20:08 P.01 . A+-T Texas C\ T, 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 MOISTURE DENSITY RELATIONSHIP REPORT • Test Report Date: September 19, 2013 Project No: 213-0134 Client: City of Coppell Moisture Report No. 7 Sample Date: September 11, 2013 Project: Creekview Drive.Roadway Improv Pnte...1111 z Cnnnpli .TPxac . 7 Post-it®Fax 7671 Date paoe gs' ■ Identification: Moisture Density Relationship , To LARRY NW S From 7as cm�) Inic Test Procedure: ASTM-D698 ` Co./Dept.EA]G f S f' co.&E c 5'O L-T TM \ 9'Phone# l ( ?3o4 3 Phone#z,^ st—`o 615^ Test Results: Fax# ( �(_�J 7 F�# - `'1" 7 4912.. 304— 70 Z14-35z- 697a Method A Optimum Moisture Content 18.1 percent f/ j Maximum Density 107.3 pounds per cubic foot Rammer Type Manual - Material Description Yellowish Brown an. • • - Brown Clay with Gravel Material Origin Row #7 Gabion r Lift Moisture Preparation Procedure Air Dry Liquid Limit 43 ;,, Plastic Limit 14 yfr3/ei3 Plasticity Index (PI) 29 Percent Passing No. 200 U.S. Sieve 64 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 Mr. Ernie Fields - Walter P. Moore, Phone: 214-740-6251; via E-mail: efields @walterpmoore.com Mr. Mark North -ARK Contracting, Phone: 817-478-7400; via E-mail: mnorth @arkcontractingservices.com Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: 0--)„,gut.24.----- Our letters and reports are for the exclusive use of the client to whom they are addressed. 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. SEP-20-2013 20:08 P.02 Arti, Texas CMT, Inc. Construction Materials Ming GEE Consultants, Inc. and Environmental Consulting 10044"Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com • MOISTURE DENSITY RELATIONSHIP REPORT Test Report Date: September 19, 2013 Project No: 213-0134• Client: City of Coppell Moisture Report No. 8 Sample Date: September 13, 2013 Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Identification: Moisture Density Relationship Test Procedure: ASTM D698 Test Results: • Method A Optimum Moisture Content 11.5 percent Maximum Density 118.6 pounds per cubic foot Rammer Type Manual Material Description Light Brown Clayey Sand (Cem-lime Treated) - Material Origin Sta. 3+00 Moisture Preparation Procedure Air Dry Liquid Limit 21 Plastic Limit 17 Plasticity Index (PI) 4 Percent Passing No. 200 U.S. Sieve Not Applicable 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: Our letters and reports are for the exclusive use of the client to whom they are addressed. 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. SEP-20-2013 20:09 P.03 A AVA Tex s C 119 Inco Construction Maters Testing GEE Consultants, inc. and Environmental Consulting 10044"Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com • MOISTURE DENSITY RELATIONSHIP REPORT Test Report Date: September 19, 2013 Project No: 213-0134• Client: City of Coppell Moisture Report No. 9 Sample Date: September 16, 2013 Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Identification: Moisture Density Relationship Test Procedure: ASTM D698 Test Results: Method A • Optimum Moisture Content 14.0 percent Maximum Density • 113.9 pounds per cubic foot Rammer Type Manual Material Description Light Brown Clayey Sand (Cem-lime Treated) - Material Origin Top 3" Subgrade : Sta. 1+25, 2+50, 4+00 Moisture Preparation Procedure Air Dry Liquid Limit 23 Plastic Limit 20 • Plasticity Index (PI) 3 • Percent Passing No. 200 U.S. Sieve Not Applicable 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, Y Inc. TBPE Firm: F 4521 Reviewed by: Our letters and reports are for the exclusive use of the client to whom they are addressed. 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.