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ST0501-LR120313 MAR -13 -2012 19:40 P.03 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. 6 (211 -0125 / ST- 056 -01) Method: ASTM D6938 D698 Page 1 of 1 Client: City of Coppell Material Description Maximum Optimum Dry Moisture Project: Deforest Road Reconstruction Density Content (Lbs/CuFt) Percent Test Date: March Z, 2012 1 Yellowish Brown Clayey Sand with Dark 115.5 12.4 Gray Silty Clay (Mixed) 2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9 Report Date: March 13, 2012 Fragments and Yellowish Brown Clayey Sand 3 Dark Gray Silty Clay with Occasional 104.0 15.0 Required Density ( %): Min. 95% Aggregate • 4 Dark Gray and Yellowish Brown Sandy Clay 109.5 153 Required Moisture ( %): Clay: OMC +5 %; 5 Dark Gray Clay 101.5 17.9 Sand: OMC t 3% 6 Yellowish Brown Silty Sand with Sandy Clay 1084 13.0 Balls 7 Dark Gray and Dark Brown Clay 100.4 22.2 Test No. Material Probe Location / Elevation (and /or) Lift In -Place In -Place Percent No. Depth Dry D • • Moisture Compa w (inches) ( u.Ft Content ( %) ( %) 18 6 6 Type C411 Retaining Wall Footing Heel, 108 11.8 19.9 Sta. 19 +85, Subgrade Density test results meet project specific. s CC: Mr. Larry Davis - City of Coppell, Phone: 972 - 304 -36: • via Fax: 972 - 304 -3570 Mr. George Marshall - City of Coppell, Phone: 97 :• 562; via E -mail: gMarshall @coppelltx.gov Mr. Dan DeGroot - Burgess & Niple, Inc., Ph. - 72 -• ' 0 -1255; via E -mail: Dan.DeGroot @BurgessNiple.com Mr. Robert Caudill - Tiseo Paving Comp...'; . e: 9 - 289 -0723; via E -mail: rCaudill @TiseoPaving.com Mr. Walter Mitchell - Tiseo Paving Co -.any li r E ail: barnobas @yahoo.com Mr. Bobby Bounds - California Cons R,. ctio f . in' . 972 -670 -0 6 ; via E -m '1: Bob CalCo T on ,�► e 3 11 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. MAR -13 -2012 19:40 P.04 c AVA 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. 7 (211 -0125 / ST- 056 -01) Method: ASTM D6938 D698 Page 1 of 1 Client: City of Coppell Material Description Maximum Optimum Dry Moisture Project: Deforest Road Reconstruction Density Content (Lbs /CuFt) Percent Test Date: February 28, 2012 1 Yellowish Brown Clayey Sand with Dark 115.5 12.4 Gray Silty Clay (Mixed) 2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9 Report Date: March 13, 2012 Fragments and Yellowish Brown Clayey Sand 3 Dark Gray Silty Clay with Occasional 104.0 15.0 Required Density ( %): Min. 95% Aggregate 4 Dark Gray and Yellowish Brown Sandy Clay 109.5 15.3 Required Moisture ( %): Clay: OMC +5 %; 5 Dark Gray Clay 1013 17.9 Sand: OMC 3% 6 Yellowish Brown Silty Sand with Sandy Clay 108.6 13.0 Balls 7 Dark Gray and Dark Brown Clay 100.4 22.2 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 ( %) ( °/ II 19 7 6 Storm Line "A ", Sta. 3 +20, 1' Below 93.9 27.5 4 93.5 * 1 Existing Grade 20 3 6 Storm Line "A ", Sta. 3 +25, 6" Below 103.9 1.2 9' 9 I Existing Grade - I * Test results did not meet project specification // cc: Mr. Larry Davis - City of Coppell, Phone: 972- 304 -3684; via Fax: 972 - � 1 r Mr. George Marshall - City of Coppell, Phone: 972- 304 -3562; via E- • : . • ar all @c pe .S� Mr. Dan DeGroot - Burgess & Niple, Inc., Phone: 972 - 620 -1255; via : t ail: D , . DeGroot@ gessNiple.corn Mr. Robert Caudill - Tiseo Paving Company, Phone: 972- 289 -0723; v 1 6 u - : rCaudill @TiseoPaving.com Mr. Walter Mitchell - Tiseo Paving Company, via E -mail: barnobas @y. • •o.com Mr. Bobby Bounds - California Construction, Phone: 972- 670 -0368; via -mail: Bobby@CalConTex.com 3P 9 7 Texas CMT, Inc. TBPE Firm: F -4521 Reviewed bv: . 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 us 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. MAR -13 -2012 19:40 P.02 c AVT 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 MOISTURE DENSITY RELATIONSHIP REPORT Test Report Date: March 13, 2012 Project No: 211 -0125 Client: City of Coppell Moisture Report No. 7 Sample Date: March 5, 2012 City of Coppell Project No. ST- 056 -01 Project: Deforest Road Reconstruction, Coppell, Texas Identification: Moisture Density Relationship Test Procedure: ASTM D698 Test Results: Method A Optimum Moisture Content 22.2 percent Maximum Density . 100.4 pounds per cubic foot Rammer Type Manual Material Description Dark Gray and Dark Brown Clay Material Origin Line "A ", Station 3+20, 1' Below Existing Grade Moisture Preparation Procedure Air Dry Liquid Limit 54� Plastic Limit / Plasticity Index 1, / '� Percent Passing No. 200 U.S. Sieve 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. Dan DeGroot - Burgess & Niple, Inc., Phone: 972- 620 -1255; via E -mail: Dan.DeGroot @BurgessNiple.com Mr. Robert Caudill - Tiseo Paving Company, Phone: 972 - 289 -0723; via E -mail: rCaudill@TiseoPaving.com Mr. Walter Mitchell - Tiseo Paving Company, via E -mail: barnobas @yahoo.com Mr. Bobby Bounds - California Construction, Phone: 972 - 670 -0368; via E -mail: Bob @C eir 3 y t .. Texas CMT, Inc. TBPE Firm: F -4521 e Reviewed by: ,Itt- 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.