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Hidden Valley-LR0410200CT-28-2004 &4:33 P.05 Consetuction Mazerials Tearing and Environmental Consulting Texas CMT, ][nC · 10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 ° Fax (214) 352-6972 www .texascmt.com MOISTURE DENSITY RELATIONSHIP REPORT Test Report Date: October 28, 2004 Project No: 204-0164 Client: Moisture Report No. ~ Sample Date: Project: Identification: Test Procedure: Street Real Estate ctober 20, Hidden Valley Estates Moisture Density Relationship ASTM D698 Test Results: Method .................................................. A Optimum Moisture Content .................................. 12.1 percent Maximum Density ......................................... 114.7 pounds per cubic foot Rammer Type ............................................. Automatic Material Description ....................................... Dark Gray Silty Clay Material OrigLn ........................................ South of B-5, 3W below grade Moisture Preparation Procedure .............................. Air Dry Liquid Limit ............................................. 27 Plastic Limit ............................................. 11 Plasticity Index ........................................... 16 Percent Passing No. 200 U.S. Sieve ........................... 56 Technician: AT 0CT-28-2004 &4=33 Construction Materials Testing and Enviroranental Consulting Texas CM% IBC. P. 04 10044 Monroe Drive o Dallas, T~xa$ 75229 (214) 352-6957 Fax (214) 352-6972 www .texascrat.¢om MOISTURE DENSITY RELATIONSHIP REPORT Test Repor~ Date: Client: Sample Date: Project: Identification: Test Procedure: October 28, 2004 Street Real Estate ',.~20, 20~) Hidden Valley Estates Moisture Den$iW Relationship ASTM D698 Project No: 204-0164 Moisture Report No. 4 Test Results: Method .................................................. A Optimum Moisture Content .................................. 11.7 percent Maximum Density ......................................... 119,9 pounds per cubic lbot Rammer Type ............................................. Automatic Material Description ...................................... Light Brown Clayey Sand Material Origin ........................................... South of B-3, 2' below grade Moisture Preparation Procedure .............................. Air Dry Liquid Limit ............................................. 25 Plastic Limit ........................................... 11 Plasticity Index ........................................... 14 Percent Passing No. 200 U.S. Sieve ........................... 43 Technician: AT Texas CMT, P. 03 100~.4 Monroe Drive Dallas, Texas 75229 {214) 352-6957 Fax (214) 352-6972 www .texascmt, com MOISTURE DENSITY RELATIONSHIP REPORT Test Report Date: October 28, 2004 Client: Street Real Estate Sample Dale: ctober 20v_2_~ Identification: Test Procedure: Hidden Valley Estates Moisture Density Relationship ASTM D698 Project No: 204-0164 Moisture Report No. 3 Test Results: Method .................................................. A Optimum Moisture Content .................................. 14.5 percent Maximum Density ......................................... 115.8 pounds per cubic foot Rammer Type ............................................. Automatic Material Description ....................................... Reddish Brown and Gray Sandy ......................................................... Clay Material Origin ........................................... Near B-3, 5' below grade Moisture Preparation Procedure .............................. Air Dry Liquid Limit ............................................. 28 Plastic Limit ............................................. 12 Plasticity Index ........................................... 16 Percent Passing No. 200 U.S. Sieve ........................... 56 Technician: AT Construction M~te~iaJs Tes6n~ Texas CMT, InC. P. (]2 10044 Monroe Drive * Dallas, Texas 75229 * (214) 352-6957 · Fax {214} 352.6972 www ,texascmt.com MOISTURE DENSITY RELATIONSHIP REPORT Test Report Date: October 28, 2004 Project No: 204-0164 Moisture Repor~No. 2 Client: Sample Date: Project: Street Real Estate Hidden Valley Estates [dentification: Moisture Density Relationship Test Procedure: ASTM D698 Test Results: Method .................................................. A Optimum Moisture Content .................................. 14.5 percent Maximum Density ......................................... 116.3 pounds per cubic foot Rammer Type ............................................. Automatic Material Description ....................................... Yellowish Brown and Light Gray ......................................................... Sandy Clay Material Origin ........................................... Near 8-3, 3' below grade Moisture Preparation Procedure .............................. Air Dry Liquid Limit ............................................. 31 Plastic Limit ............................................. 13 Plasticity Index ........................................... 18 Percent Passing No. 200 U.S. Sieve ........................... 58 Technician: AT Texas cM , InC. P.01 10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www .~exascmt.eom MOISTURE DENSITY RELATIONSHIP REPORT October 28, 2004 Test Report Date: CIiem: Sample Oate: Project: Identification: Street Real Estate Hidden Valley Estates Moisture Den$i~ Relationship ASTM D698 Projec: No: 204-0164 Moisture Report No. [ Test Resulls: Method ................................................ A Optimum Moisture Content ................................. 16.1 percent, Maximum Density ......................................... 108.1 pounds per cubic toot Rammer Type ............................................ Automatic Material Description ..................................... Tan and Light Gray Silty. Clay Material Origin ........................................ Near B-3, 1' below grade Moisture Preparation Procedure ............................. Air Dry Liquid Limit ............................................. 39 Plastic Limit ....................................... 12 Plasticity £ndex ........................................... 27 Percent Passing No. 200 U,S, Sieve ........................... 65 Technician: AT