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ST9401WA-LR 960705= Ellerbee-Walczak, Inc. CONSTRUCTION MATERIALS TESTING REPORT NO.: JC017den.doc REPORT OF: In Place Density Tests Utilizing Nuclear Gauge FOR: J.C. Evans Construction PROJECT Denton Tap Water Main #72021 DATE: 7/5/96 NO. PROC % MOIST. % DRY DEN LOCATIONS PROCTORS USED #1 - 104 5 PCF Vii! 10 2 °% WATER LINE 1 1 70 908 Sta. 40 +00 4' below grade 2 2 146 966 Sta. 38 +00 3' below grade 3 2 158 972 Sta. 36 +00 2' below grade 4 2 161 95 9 Sta. 33 +00 2' below grade 5 2 15 3 97 7 Sta. 30 +00 l' below grade 6 2 156 96 1 Sta. 27 +00 T below grade 7 3 23 7 904 Sta. 24 +00 F below grade 8 3 147 95 5 Sta. 21 +00 l' below grade 9 3 15 3 95 3 Sta. 18 +00 2' below grade 10 4 23 7 95 4 Sta. 13 +00 F below grade 11 4 244 970 Sta. 8 +00 F below grade 12 3 148 97 2 Sta. 5 +00 l' below grade 13 3 15 1 96 7 Sta. 2 +00 1' below grade PROCTORS USED #1 - 104 5 PCF Vii! 10 2 °% #2 - 109 3 PCF (o 15 5 %) #3 - 101 4 PCF (a 16 1%, #4 - 99 7 PCF 7; 22 5 "/„ r r 'L /✓ Ronald A. Ellerbee, C.E.T. cc J C Evans Coppell 6900 Freeway, Suite A -1 • Fort Worth, Texas 76134 Laboratory (817) 293 -0111 • (817) 293 -0257 • Fax. (817) 596 -0941 / A = 0j e, d WE11erbee-Wa1czak, Inc. CONSTRUCTION MATERIALS TESTING MOISTURE DENSITY RELATIONSHIP CURVE 103 102 101 100 U F 99 3 98 ZD 97 Q 96 95 94 93 18 19 20 21 22 23 24 PERCENT MOI STUPE PROJECT Denton Tap Water Main #72021 CLIENT. J.C. Evans Construction DATE. 7/5/96 TEST METHOD ASTM D -698 25 26 27 28 MAXIMUM OPTIMUM DRY DENSITY MOIS TURE 99.7 22.5 SOIL DESCRIPTION. Dark brown clay cc: J.C. Evans Coppell 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. Aazy CONSTRUCTION MATERIALS TESTING MOISTURE- DENSITY RELATIONSHIP CURVE 112 111 110 U` 109 U 108 2 C7 3 107 106 a' Q 105 104 103 102 12 13 14 15 16 17 18 PERCENT MOISTURE PROJECT Denton Tap Water Main 472021 CLIENT. J.C. Evans Construction DATE. 7/5/96 TEST METHOD. ASTM D -698 SOIL DESCRIPTION• Light grey sandy clay ly N Ll LL MAXIMUM OPTIMUM DRY DENSITY MOIS TURE 109.3 15.5 /a3w '��� r cc: J.C. Evans Coppell 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 E Inc. CONSTRUCTION MATERIALS TESTING MOISTURE DENSITY RELATIONSHIP CURVE 107 106 105 104 U 103 3 102 101 r Q 100 .. 97 6 7 8 9 10 11 12 PERCENT MO PROJECT Denton Tap Water Main 472021 CLIENT. J.C. Evans Construction 13 14 15 16 MAxIMUM OPTIMUM DRY DENSITY MOIS TURE DATE 7/5/96 104.5 TEST METHOD. ASTM D -698 10.2 SOIL DESCRIPTION: Brown sand /ajw i , �' 1 �., :p �► cc: J. C. Evans Coppell Xs� 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