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SS9402B-LR 960320
Ellerbee-Walczak, Inc, CONSTRUCTION MATERIALS TESTING REPORT NO.: REPORT OF: FOR: PROJECT: DATE: PB I11den.doc In Place Density Tests Utilizing Nuclear Gauge Pate Bros. Construction Grapevine IV 3/20/96 NO. PROC % MOIST. % DRY DEN LOCATIONS I I 13.1 97.2 2 I 127 96.7 3 I 135 97.9 4 I 13.6 96.1 5 4 11 1 97.5 6 4 10.6 985 7 4 99 96.2 8 4 110 99.0 9 4 9.5 98.5 I(} 4 10 3 96.6 I1 4 98 95.7 12 4 9.9 100.4 13 4 10.6 97.3 14, 2 96 963 15 2 103 95.9 16 2 92 967 Sla. 29+00 3' below grade 4' below grade 5' below grade 8' below grade Sta. 24+80 2' below grade 4' below grade 7' below grade I(1' below grade Sla 19+00 3'below grade 6' below grade 9' below grade Sla. 16+20 3' below grade 5' below grade Sia. 15+35 2' below gra. de 4' below grade 7' below grade PROCTORS USED: #1 - 109.7 PCF (~ 119% #2- 116.1PCF(&86% #3 - 127.2 PCF ~! III. 1% #4 - 1112.2 PCF @ 9.8% Ronald A. Ellcrbee. C.E.T. CC: Pale Bros Coppell-Garelb Campbell 6900 SO. Freeway, Suite A-1 * Fort Worth, Texas 76134 toboratory: (817) 293-0111 (817) 293-0257 Fax: (817) 596-0941 112 MOISTURE-DENSITY RELATIONSHIP CURVE 111 110 109 108 107 106 105 104 103 102 8 9 10 11 12 13 14 15 16 17 18 PERCENT MOISTURE PROJECT: Grapevine IV CLIENI: pate Bros. Construction MAXIMUM OPTIMUM DRY DENSITY MOISTURE DATE: 3/13/96 109.7 11.9 TEST METIIOD: ASTM D-698 SOIL DESCRIPTION: Tan & light grey clayey sand /,/ -) ,".'??? / /ajw /' ,'? ' ~ CC: Pate Bros. /\ '1' "" ~/ {~"~"' ' "~ '~'~' Coppell-Gareth Campbell Ronald A. Ellerbee, C.E.T. 6900 So, Freeway, Suite A-1 · Fort Worth, lexos 76134 Laboratory: (817) 293-0111 (817) 293-0257 Fax: (817) 596-0941