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Brighton Manor-LR040713
Construction Materials Testing and Environmental Consulting Texas CM% 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 Re ,orr No. l0 (204-0126'} Method: ASTM D2922 D3017 D698 Pase I of I Client: Street Homes Materml Descnpnon Maximum Opumum Dry Moisture Density Content Project: Brighton Manor tLbs, CuFt} Test Date: July 9, 2004 2. Yellowish Orange Clayey Sand Il 7.6 12.N Report Date: July 13, 2004 4. Light Brown Clay 93,9 Required Density (%): Min. 95% ?. Brov*n Clayey Sand - cement treated Required Moisture (%): Opt. ±2.5% 9. Gra) Sandy Clay - eement treated ~}1.4 2'. 7 Duncan Drive I00 Station 1+50 113.0 13.8 * 104.0 7 Duncan Drive 101 Station 4+50 I 13.2 12.1 * 104.3 7 Duncan Drive 102 6" Station 7*50 96.7 19.3 89.1 7 Hood Drive 103 6" Station 10+50 82.3 21.3 82.3 * 7 Hood Drive 104 Station 13+50 87.2 22.6 87.2 * 7 Hood Court - center 105 Cul-de-sac 96.8 22.5 Test results do not meet project specifications Mr Jim ~ La~ Davis - Ci~ of Cop~li Construction Materials Testing and Environmental Consulting Texas CMT, 10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www ,texascmt.com REPORT OF IN-PLACE DENSITY , ND MOISTURE OF gOll, Densit~ Report No. 11 (204-0126) Method: ASTM D2922 D3017 D698 Pase of I Project: Brighton Manor d.bs Cai'ti Report Date: July 13, 2004 4. L~ght Brown Cia) 93.9 24.0 Required Density (%): Min. 95% 7. Brown Clayey Sand - cement treated 108.6 17.7 Required Moisture (%): Opt. ±2.5% 9. Gray Sandy Clay - cement treated 91.4 27.6 7 Retest# 100 106 110 7 17.9 It)lt) 107 104.3 2(~2 7 Retest# 102 108 105.5 16.7 97.1 7 Retest # 103 109 107.0 18.1 98.5 7 Retest # 104 110 104.9 17.6 96.5 7 Retest # 105 111 107.9 17.0 99.4 Test results meet project specifications Mr Jim Street - Street Homes Mr Lan3, Davis - Cily of Coppcll Mr Rodney kouviere - Fax 972-9314787 Construction Materials Testing and Environmental Consulting Tex s 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: July 13, 2004 Project No: 204-0126 Client: /~" Brighton Manor Moisture Report*o. 7 Sample Date:~'~-~tLLy g~ 200~~ Project: Brighton Manor Identification: Moisture Density Relationship Test Procedure: ASTM D698 Test Results: Method .................................................. A Optimum Moisture Content .................................. 17.7 percent Maximum Density ......................................... 108.6 pounds per cubic toot Rammer Type ............................................. Automatic Material Description ........................................ Brown Clayey Sand -cement treated Material Origin ........................................... Duncan Dr. - Station i+50 Moisture Preparation Procedure .............................. Air Dry Liquid Limit ............................................. 27 Plastic Limit ............................................. 18 Plasticity Index ......................................... 9 Technician: AT CC: Mr. Jim Street - Street Holnes Mr, Larry Davis - City of Coppetl Mr. Rodney Lonviere - Fax: 972-931-6787 Construction Materials Testing and Environmental 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: July 13, 2004 Brighton Manor July 8, 2004 Brighton Manor Moisture Density Relationship ASTM D698 Project No: 204-0126 Moisture Report No. 8 Test Results: Method .................................................. A Optimum Moisture Content ..................................26.2 percent Maximum Density ......................................... 93.6 pounds per cubic foot Rammer Type ............................................. Automatic Material Description ....................................... Brown Clay -cement treated Material Origin ...........................................Duncan Dr. - Station 4--50 Moisture Preparation Procedure .............................. Air Dry Liquid Limit ............................................. 45 Plastic Limit ........................................... Plasticity Index ........................................ .~.16 ] Technician: AT CCl Mr Jim Street - Street Homes Mr. Larry Davis - City of Coppell Mr Rodne.x Lonviere - Fax: 972-931-6787