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SS9402C-LR 960207
REPORT NO.: REPORT OF: FOR: PROJECT: DATE: PB082den.doc In Place Density Tests Utilizing Nuclear Gauge Pate Bros. Construction Bethel Rd. 2/7/96 NO. PROC % MOIST. % DRY DENLOCATIONS 1 I 22.0 95.5 2 1 20.8 96.7 3 1 21.4 96.1 4 I 21.6 97.3 5 1 21.0 97.9 SANITARY SEWER Sta. 21 +00 10' below grade Sta. 20+50 8' below grade Sra. 20+00 6' below grade Sta. 19+50 4' below grade Sra. 19+25 2' below grade PROCTORS USED: #1 - 104.1 PCF ~ 20.2% Ronald A. Ellerbee, C.E.T. cc: Pate Bros. Coppell 69C:0 So. Freeway, Suite A-1 · Fort Worth. Texas 76134 Laboratory: (817) 293-0111 · Fax: (817) 596-0941 107 MOISTURE-DENSITY RELATIONSHIP CURVE IO6 i05 104 103 tO ~ 102 101 I00 99 98 95 16 17 18 19 20 21 22 23 24 25 PERCENT MOISTURE 26 PRO,JECI: Bethel Rd. MAXIMHM OPl IMUM DRY DENSI IY MOiSIURE CLIEr~l: Pate Bros. Construction DA'r[: 2/7/96 104.1 20.2 [ESI METIIOD: ASTM D-698 SOil DESCRIPTION: Light grey & brown clay /ajw cc: Pate Bros. Coppell Ronald A. E]lerbee, C.E.T. 690{3 So. Freeway, $uile A-! · Fort Wodh, Texas 76134 Laboratory: (817) 293 O111 (817) 293-0257 Fox: (817) 596-0941