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SS9402C-LR 960312
Ellerbee-Walczak, Inc. CONSTRUCTION MATERIALS TESTING REPORT NO.: REPORT OF: FOR: PROJECT: DATE: NO. PROC % MOIST. 1 1 22.9 2 1 21.7 3 I 23.0 4 1 21.1 5 I 20.9 PB099den.doc In Place Density Tests Utilizing Nuclear Gauge Pate Bros. Construction Bethel Rd. 3/12/96 % DRY DENLOCATIONS 95.7 96.1 95.5 96.3 97.2 SANITARY SEWER Sra. 58+50 10' below grade 8' below grade 6' below grade 4' below grade 2' below grade PROCTORS USED: #1 - 104.1 PCF @ 20.2% Ronald A. Ellerbee, C.E.T. cc: Pate Bros. Coppell 6900 So. Freeway, Suite A-I · Fort Worth, Texas 76134 Laboratory: (817) 293-0111 · Fax: (817) 596-0941 , c[llerbee-Walcza k, Inc. ONSTRUC"flON MATERIALS TI:ST~NG 103 MOISTURE-DENSITY RELATIONSHIP CURVE 102 101 u_ 100 :ii:: I- 99 98 Z 97 96 95 94 93 20 21 22 23 24 25 26 PERCENT MOISTURE PROdECI: Bethel Rd. CLIENT: Pate Bros. Construction DATE: 3/12/96 TEST MEIIIOD: ASTM D-698 50EL DESCRIPTION: Dark brown clay /ajw cc: Pate Bros. Coppell 27 28 29 30 MAXIMUM OPTIMUM DRY DENSITY MOISTURE 101.4 24.8 ~, 69~ So. Freeway, Suite A-1 · Fort Woflh, Texas 76134 Laboratory: (817] 293-0111 (817) 293-0257 Fax: (817) 596-0941