Loading...
Brighton Manor-LR040416Construction Materials Testing and Environmental Consulting 10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www .texascmt.corn MOISTURE DENSITY RELATIONSHIP REPORT Test Report Date: April 16, 2004 Client: ~ Sample Date: Project: Brighton Manor Identification: Moisture Density Relationship Test Procedure: ASTM D698 Project No: 204-0126 Moisture Report No. 1 Test Results: Method .................................................. A Optimum Moisture Content .................................. 19.0 percent Maximum Density ......................................... 103.9 pounds per cubic foot Rammer Type ............................................. Automatic Material Description ....................................... Olive Gray Sandy Clay Material Origin ........................................... Block AG Hood Dr. Moisture Preparation Procedure .............................. Air Dry Liquid Limit ............................................. 57 Plastic Limit Percent Passing No. 200 U.S. Sieve .......................... ~ Technician: AT Mr. Jim Street - Street Homes Mr. Larry Davis - City of Coppell Mr. Rodney Lonviere - Fax: 972-931-6787 Our letters and reports are for the exclusive use of the client m whom they are addressed. The use of our name must receive our prior wrhten approval. Our letters and reports apply only to the sample tested and/or observed, and are not necessarily indicative of the quant/ties of apparently identical or similar products. Construction Materials Testing and Envirommental Consulting Texas CMT, Irlc 10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www .texascmt.com MOISTURE DENSITY RELATIONSHIP REPORT Test Report Date: Client: Sample Date: Project: Identification: Test Procedure: April 16, 2004 Brighton Manor April 7, 2004 Brighton Manor Moisture Density Relationship ASTM D698 Project No: 204-0126 Moisture Report No. 2 Test Results: Method .................................................. A Optimum Moisture Content .................................. 12.8 percent Maximum Density ......................................... 117.6 pounds per,cubic foot Rammer Type ............................................. Automatic -- Material Description ....................................... Yellowish Orange Sandy Clay Material Origin ........................................... Block B, Lot 2 Moisture Preparation Procedure .............................. Air Dry Liquid Limit ............................................. ~ Plastic Limit ............................................ ~ Plasticity Index ........................................... ~ Percent Passing No. 200 U.S. Sieve ........................... 51 Technician: AT CC: Mr, Jim Street - Street Homes Mr. Larry Davis - City of CoppelI Mr. Rodney Lonviere - Fax: 972-931-6787 Our Ictters and reports are for thc exclusive use of thc client to whom they are addressed. Thc usc of our name must receive our prior written approval. Our letters and rcports apply Construction Materials Testing and Environmental Consulting Texas CMT, Inc. 10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www .texascmt.com MOISTURE DENSITY RELATIONSHIP REPORT Test Report Date: Client: Sample Date: Project: Identification: Test Procedure: April 16, 2004 Brighton Manor April 7, 2004 Brighton Manor Moisture Density Relationship ASTM D698 Project No: 204-0126 Moisture Report No. 3 Test Results: Method .................................................. A Optimum Moisture Content .................................. 24.0 percent Maximum Density ........................................ .~ 95.8 pounds per cubic foot Rammer Type ............................................. Automatic Material Description ....................................... Dark Brown Clay Material Origin ........................................... Block B, Lot 4 Moisture Preparation Procedure .............................. Air Dry Liquid Limit ............................................. 62 Plastic Limit ............................................ Plasticity Index .......................................... Percent Passing No. 200 U.S. Sieve ........................... Technician: AT Mr. Jim Street - Street Homes Mr. Larry Davis - City of Coppell Mr. Rodney Lonviere - Fax: 972-931-6787 Construction Materials Testing and Environmental Consulting Texas CMT, II1C, 10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www .texascmt.com MOISTURE DENSITY RELATIONSHIP REPORT Test Report Date: Client: Sample Date: Project: Identification: Test Procedure: April 16, 2004 Brighton Manor April 7, 2004 Brighton Manor Moisture Density Relationship ASTM D698 Project NO: 204-0126 Moisture Report No. 4 Test Results: Method .................................................. A Optimum Moisture Content .................................. 24.0 percent Maximum Density ........................................ ~93.9 pounds per cubic foot, Rammer Type ............................................. Automatic Material Description ....................................... Light Brown Clay Material Origin ........................................... Duncan Drive, between Block B, ......................................................... Lot 10 and Block C, Lot 6 Moisture Preparation Procedure .............................. Air Dry Liquid Limit ............................................. 81 Plastic Limit ............................................ ~ Plasticity Index .......................................... Percent Passing No. 200 U.S. Sieve ........................... Technician: AT Mr. Jim Street - Street Homes Mr. Larry Davis - City of Coppell Mr. Rodney Lonviere - Fax: 972-931-6787 only to the sample tested and/or observed, and are not necessarily indicative of the quantities o f apparently identical or similar products. Construction Materials Testing and EnvirorLrnental Consulting Texas CM% 10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www .texascmt.com MOISTURE DENSITY RELATIONSHIP REPORT Test Report Date: Client: Sample Date: Project: Identification: Test Procedure: April 16, 2004 Brighton Manor April 7, 2004 Brighton Manor Moisture Density Relationship ASTM D698 Project No: 204-0126 Moisture Report No. 5 Test Results: Method .................................................. A Optimum Moisture Content .................................. 11.3 percent Maximum Density ......................................... 120.2 pounds per cubic foot Rammer Type ............................................. Automatic Material Description ....................................... Yellowish Orange Clayey Sand Material Origin ........................................... Block C, Lot 2 Moisture Preparation Procedure .............................. Air Dry Liquid Limit ............................................. 18 Plastic Limit ............................................. 12 Plasticity Index ........................................... 6 Percent Passing No. 200 U.S. Sieve ........................... 30 Technician: AT Mr. Jim Street - Street Homes Mr. Larry Davis - City of Coppell Mr. Rodney Lonviere - Fax: 972-931-6787