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SS9402C-LR 960307
REPORT NO.: REPORT OF: FOR: PROJECT: DATE: NO. PROC % MOIST. 1 I 17.7 2 I 18.1 3 I 16.9 PB095den.doc In Place Density Tests Utilizing Nuclear Gauge Pate Bros. Construction Bethel Rd. 3/7/96 % DRY DENLOCATIONS 96.3 95.9 97.7 SANITARY SEWER Sm. 46+00 6' below grade 4' below grade 2' below grade PROCTORS USED: #1 - 111.5 PCF@ 16.6% #2- 116.7 PCF ~ 14.8% Ronald A. Ellerbee, C.E.T. cc: Pate Bros. Coppell 6900 So. Freeway, Suite A-1 * Fort Worth, Texas 76134 Laboratoq/: (817) 293-0111 · Fax: (817) 596-0941 119 MOISTURE-DENSITY RELATIONSHIP CURVE 118 117 116 115 114 113 112 111 110 109 10 11 12 13 14 15 16 17 18 19 20 PERCENT MOISTURE PROJECT: Bethel Rd. CLIENT: Pate Bros. Construction DATE: 3/7/96 TEST METIfOD: ASTM D-698 SOIL DESCRIPTION: /ajw cc: Pate Bros. Coppell Tan & light grey sandy clay MAXIMUM OPTIMUM DRY DENSITY MOISTURE 116.7 14.8 Ronald A. Ellerbee, C.E.T. 6900 So. Freeway, Suite A-1 Fort Worth, Texas 76134 Laboratory: (817) 293-0111 (817) 293-0257 Fax: (817) 596-0941