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DR9601-LR 960801 'cEIlerbee-Walcza k, Inc, ONSTRUCTION MATERIALS TESTING 104 103 102 101 100 L~ ~ 99 >- ~ 97 MOISTURE-DENSITY RELATIONSHIP CURVE 94 ........................ 16 17 18 19 20 21 22 23 24 25 26 PERCENT MOISTURE PROJECT: Gateway Business Park/Haverty's CLIENT: Tri-Tech Construction DAIE: 8/1/96 MAXIMUM OPTIMUM DRY DENSITY MOISTURE 100.6 20.4 TEST METHOD: ASTM D-698 SOIL DESCRIPTION: Brown & tan clay /ajw cc: Tri-Tech Coppell-Gareth Campbell Albert Half Ronald A. Ellerbee, C.E.T. 6900 So. Freeway, Suite A-1 · Fort Worth, Texas 76154 Laboratory: (817) 293-0111 · (817) 293-0257 Fax: (817) 596-0941 Ellerbee-Walczak, Inc, CONSTRUCTION MATERIALS TESTING 99 98 97 ~ 94 D 93 >- c~ 92 91 9O 89 MOISTURE-DENSITY RELATIONSHIP CURVE 16 17 18 19 20 21 22 23 24 25 26 PERCENT MOISTURE PROJECT: Gateway Business Park/Haverty's CLIENT: Tri-Tech Construction DATE: 8/1/96 MAXIMUM OPTIMUM DRY DENSITY MOISTURE 95.9 20.1 TEST METHOD: ASTM D-698 SOIL DESCRIPTION: Tan clay /ajw cc: Tri-Tech Coppell-Gareth Campbell Albert Half 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 Ellerbee-Walczak, Inc. CONSTRUCTION MATERIALS TESTING REPORT NO.: REPORT OF: FOR: PROJECT: DATE: TT066den. doc In Place Density Tests Utilizing Nuclear Gauge Tri-Tech Construction Gateway Business Park/Haverty's 8/1/96 .NO. PROC % MOIST. % DRY DEN LOCATIONS STORM SEWER LINE A 1 1 22.9 97.4 Sta. 11+50 2 1 20.1 98.3 Sra. 12+65 3 1 19.8 97.6 Sta. 15+50 4 1 21.8 98.4 Sra. 15+75 5 2 23.9 97.5 Sta. 17+00 6 2 22.9 98.8 Sta. 17+50 7 2 21.3 97.4 Sta. 18+00 1' below grade 1' below grade 2' below grade 1' below grade 1' below grade 2' below grade 7' below grade PROCTORS USED: #1 - 100.6 PCF (~ 20.4% #2 - 95.9 PCF ~ 20.1% Tri-Tech Coppell-Gareth Campbell Albert Half Ronald A. Ellerbee, C.E.T. 6900 $o. Freeway, Suite A-1 Fort Worth, Texas 76134 Laboratory: (817) 293-0111 (817) 293-0257 Fax: (817) 596-0941