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Waterside P3-LR 950614
EWI Ellerbee-Walczak, Inc. CONSTRUCTION MATERIALS TESTING REPORT NO.: AB689gra.doc REPORT OF: Gradations of Soil FOR: Austin Bridge & Road PROJECT: Waterside Estates//3//1778 DATE: 6/14/95 SAMPLE NO. % PASSING #4 SIEVE LOCATIONS I 60.4 Alley H-2 Sta. 5 + 00 2 62.2 Sta. 2+50 3 61.8 Sta. I + 00 Ronald A. Ellerbee, C.E.T. /aiw cc: Austin Coppell 6900 So. Freeway, Suite A-1 Fort Worth, Texas 76134 Laboratory: (817) 293-0111 (817) 293-0257 Fax: (817) 596-0941 EWI Ellerbee-WalCzak, Inc. CONSTRUCTION MATERIALS TESTING MOISTURE-DENSITY RELATIONSHIP CURVE 109 __ d lO7 ............. ~ 106 =z ~o4 _ / \ 100 1~ '~ 18 19 20 21 22 23 24 25 26 PERCENI MOISIURE PROJECT: Waterside Estates #1778 MAXIMUM OPTIMUM DRY DENSITY MOISTURE CLIENT: Austin Bridge & Ro~d DATE; 6/14/95 105.2 20.1 TEST METtl0D: ASTM D-698 SOIL DESCRIPTION: Lime treated brown & tan sandy clav Ronald A. Ellerbee, C.E.~. 6900 $o. Freeway, Suite A-1 Fort Worth, Texas 76134 Laboratory: (817) 293-0111 (817) 293-0257 Fax: (817) 596-0941 EWI Ellerbee-Walczak, Inc.' CONSTRUCTION MATERIALS TESTING MOISTURE-DENSITY RELATIONSHIP CURVE 103 102 ...... 101 ~ 100 _. ~ 98 _, ~ 97 ...... ~ 96 95 _ 94 93 19 20 21 22 23 24 25 26 27 2~ PERCENT MOISTURE PROJECT: Wa[erstde Estates ¢1778 MAXIMUM OPTIMUM DRY DENSITY MOISTURE CLIENT: Austin Bridge & Road DATE; 6/14/95 100.3 23.6 TEST METIt00: ASTM D-698 SOIL DESCRIPTION:Lime treated tan sandy clay Cc: Austin Ronald A. El. lerbee, C.~.T2 6cj00 So. Freeway, Suite A-1 Fort Worth, Texas 76134 Laboratory: (817) 293-0111 (817) 293-0257 Fax: (817) 596-0941