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RC Townhomes-LR050323
MACTEC Engineering and Consulting 2200 Gravel Drive Fort Worth, Texas 76118-7123 Tel: 817-284-7755® Fax: 817-589-1420 REPORT OF IN-PLACE DENSITY CLIENT: J.R. ROSE DEVELOPMENT 410 SPINNAKER DR. ALLEN, TX 75013 PROJECT: RIVERCHASE TOWNHOMES ADDITIONS COPPELL PAGE 1 OF 1 PROJECT NO.: 9023912 REPORT NO.: 501857 DATE OF SERVICE: 3/23/2005 AUTHORIZATION: REPORT DATE: 3/23/2005 SERVICES: Perform in-place density and moisture content tests to determine the degIee of field compaction. CONTRACTOR: UNDERGROLrN-D UTILITIES METHOD OF TEST: DENSITY: ASTM D2922 MOISTURE: ASTM D3017 SPECIFICATION: DENSITY: 95 % MOISTURE: -2% T© +4% OF OPT. TEST OF MATERIALS PAVING SUBGPJkDE LIME TRT'D BROWN CLAY PROJECT DATA GAUGE: NA GAUGE SERIAL NO.: 2 7 6 6 0 STANDARD COUNTS MOISTURE - CURRENT~A PREVIOUS: NA DENSITY - CURRENT:NA PREVIOUS: NA TESTMODE: Direct Transmission PROBE DE}~YH (in.): 6 MOISTURE/DENSITY RELATIONS OPl IMUM MAXIMUM REFERENCE MOISTURE % DENSITY pcf REPORT NO 17.5 109.0 501131 TEST NO LOCATION RETEST FROM 3/22/05 STA 2+00 CENTER RETEST FROM 3/21/05 TEST #1 RETEST FROM 3/21/05 TEST STA 5+00 CENTER LANE STA 6+50 EAST LA_NE STA 8+50 WEST LANE Technician: Steve ~ Campbell St : 08:00AM Stopped: 11:001~4 Report Distribution: (11 J R ROSE DEVELOPMENT (]1 C[TY OF COPPELL ENGINEERING DP (l) MARGARET (;OFFrFOWNHOMES ALLEN REPORT OF TESTS HELD O~IMUM FIELD DENSI~ MAXIMUM MOISTURE MOISTURE (T0 DENSITY DENSITY (%) (%) ~T DRY ~ (% max) 17.5 17.5 122.7 104.4 109.0 f 96 17.8 17.5 122.0 103.6 109.0 ~ 95 17.5 17 5 124.4 !05.9 109.0 9? 20.4 17.5 126.5 105.1 109.0 ~ 96 18.1 17.5 121.9 103.2 109,0 95 17.6 17.5 125.0 106.3 109.0 98 Test results on this report meet project specifications as noted above. ~(IACTEC Tim Begole, CET.