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Austin Place-LR 961024Ellerbee-Walczak, Inc. CONSTRUCTION MATERIALS TESTING REPORT NO.: AB1041gr.doc REPORT OF: Gradations of Soil FOR: Austin Bridge & Road PROJECT: Austin Place #1915 DATE: 10/24/96 SAMPLE NO. % PASSING #4 SIEVE LOCATIONS 1 78.2 Indian Rock Rd. Sta. 1 +00 2 74.0 Sta. 4 + 00 3 67.0 Sta. 7 + 00 4 62.8 Austin Ct. Sta. 10+00 5 66.0 Cul-de-sac 6 65.0 Homewood Dr. Sta. 6 + 50 7 74.0 Sta. 3 + 50 8 76.0 Sta. 0 + 50 9 81.0 Moore Sta. 25+50 10 73.0 Sta. 22 + 50 11 74.3 Sta. 19 +50 12 71.7 Sta. 16 + 50 ~~ .~ Ronald A. Ellerbee, C.E.T. /ajw cc: Austin Coppell-Gareth Campbell 6900 So. Freeway, Suite A-1 Fort Worth, Texas 76134 Laboratory: (817) 293-0111 Fax: (817) 596-0941 E(lerbee-Walczak, Inc. CONSTRUCTION MATERIALS TESTING 116 MOISTURE-DENSITY RELATIONSHIP CURVE "_ 113 U ~. 112 3 111 F- 115 114 ~ 110 >- a' Q 109 108 107 106 L 11 12 13 14 15 16 17 18 19 20 21 PERCENT MOISTURE PROJECT: Austin Place ir~1915 CLIENT: Austin Bridge & Road DATE: 10/24/96 TEST METHOD:. ASTM D-698 SOIL DESCRIPTION: Lime treated reddish brown sandy clay /ajw cc: Austin Coppell MAXIMUM OPTIMUM DRY DENSITY MOISTURE 112.6 14.5 f ' ~ '~'-~.~'=~ d Ronald A. Ellerbee, C.E.T. 6900 So. Freeway, Suite A-1 • Fort Worth, Texas 76134 Laboratory: (817) 293-0111 Fax: (817) 596-0941 Ellerbee-Walczak, Inc. CONSTRUCTION MATERIALS TESTING MOISTURE-DENSITY RELATIONSHIP CURVE 110 109 108 ~ 107 U F. 106 3 105 F- ~ 104 >- o: Q 103 102 101 100 ~- 11 12 13 14 15 16 17 18 19 20 21 PERCENT MOISTURE PROJECT: Austin Place 41915 CLIENT: Austin Bridge & Road DATE: 10/24/96 TEST METHOD:. ASTM D-698 SOIL DESCRIPTION: Lime treated brown sandy clay /ajw cc: Austin Coppell MAXIMUM OPTIMUM DRY DENSITY MOISTURE 106.5 15.4 / ~ ~/~~ s 1. l/.. ~,. >. ~ -,n ~ ~ ~ .~ Ronald A. Ellerbee, C.E.T. 6900 So. Freeway, Suite A-1 Fort Worth, Texas 76134 Laboratory: (817) 293-0111 Fax; (817) 596-0941