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Summit P1-LR 961031
GEOTECHNICAL AND ~ F~I O I I p ENVIRONPIENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS The Summit at the Springs Bethel Road, West of Denton Tap Coppell, Texas REPORTED TO: Baptist Foundation of Texas c/o Fults/Oncor 9400 North Central Expressway, 5th Floor Dallas, Texas 75231-5037 ATTN: Mr. Bruce R. Heller REPORT NO. 9 REPORT DATE: 10-31-96 REG PROJECT NO. 2910.1 TECHNICIAN: B. Lucas CONTRACTOR: Mario Sinacola & Sons 1 D-698 Dark brown silty sandy clay 15.2 104.7 2 D-698 Reddish-brown sandy clay 15.2 104.3 3 D-698 Light brown clayey sand 14.5 113.4 4 D-698 Dark brown silty clayey sand 15.0 110.0 65 10-14-96 Block B/Lot 40(1) 1.0 106.7 14.7 4 97.0 66 Block B/Lot 40(1) 2.5 108.5 13.8 4 98.6 67 Block B/Lot 42(1) 1.0 108.3 16.0 3 95.6 68 Block B/Lot 44(1 ) 2.0 107.8 14.6 4 98.0 69 Block C/Lot 18(1) 1.0 102.3 15.8 2 98.1 70 Block C/Lot 21(1) 2.5 107.8 14.1 3 95.1 71 Line C/STA 3+50 2.0 99.7 17.2 1 95.2 72 Line C/STA 3+45 1.0 104.4 14.6 1 99.7 73 Line C/STA 2+40 2.0 110.0 16.9 4 100.0 74 10-15-96 Line D/STA 1+00 4.8 91.4 90.4 1 87.3a 75 Line D/STA 1+01 4.0 87.8 16.2 1 83.9b 76 Line D/STA 1+03 3.0 104.7 11.7. 2 100.4c 77 Line D/STA 1+05 2.0 99.3 13.7 2 95.2 78 Line D/STA 1+07 1.0 101.7 11.1 2 97.5d 79 Line A/STA 5+75 1.0 104.5 15.3 1 99.8 80 Line A/STA 5+81 7.5 91.4 9.3 2 87.6 81 Line E/STA 4+20 2.0 101.2 14.8 1 96.7 82 Line E/STA 4+20 3.0 99.6 15.7 1 95.1 83 Line E/STA 4+20 4.5 113.6 12.5 3 100.2 84 Line E/STA 4+20 5.5 102,9 12.6 3 95 1 85 Block C/Lot 23(1) 0.0 107,8 15.0 3 95 0 2424 STUTZDR. · SUITE 400. DALLAS, TX 75235 · TEL[214] 350 5600 '. FAX [214] 350 0019 86 10-16-96 Block C/Lot 1(1) 2.0 103.3 17.2 1 9817 87 Block A/Lot 1 (1) 1.5 106.5 17.0 4 96.8 88 Block NLot 1 (1) 2.5 105.0 17.0 4 95.5 89 Block C/Lot 1 (1) 2.0 108.0 16.9 4 98.2 90 Line E/STA 2+25 4.0 108.0 14.9 3 95.6 91 Line E/STA 2+25 5.5 99.7 16.9 2 95.6 92 Line E/STA 2+25 6.5 99.3 16.9 2 95.2 93 Line F/STA 14+00 1.5 99.5 16.4 1 95.0 94 . Line F/STA 1,~00 3.0.~, 99,5 16.2 ~ 2 95.4 95 Line F/STA 1+00 4.5 101.4 16.3 1 96.8 96 Line E/STA 2+25 1.0 102.1 15.8 2 97.9 97 Line E/STA 2+25 2.5 109.8 14.8 3 96.8 98 10-17-96 Line D/STA 0+50 5.5 99.5 14.6 2 95.4A 99 Line D/STA 1+15 4.0 101.7 16.5 2 97.5B 100 Line D/STA 0+60 3.0 100.7 15.2 1 96.2C 101 Line D/STA 0+45 2.0 105.4 14.2 4 95.8 102 Line D/STA 0+20 1.0 109.0 14.7 4 99.1D 103 Line G/STA 3+45 1.0 113.7 12.5 3 100.3 104 Line G/STA 3+45 2.0 10{).9 ' :'13.2 2 96.7 105 Line G/,STA 3+45. . 3.0 102.2 13.2 2 98.0 106 Line H/STA 0+10 1.5 111.7 14.3 3 98.5 107 Line H/STA 0+11 2.5 100.2 14.0 2 96.1 108 Line H/STA 0+11 3.5 103.7 13.5 2 99.4 109 Line H/STA 0+11 4.5 103.0 15.5 2 98.8 110 Line H/STA 0+10 5.5 102.4 13.2 2 98.2 111 Line H/STA 3+35 1.0 99.5 17.2 1 95.0 112 Line H/STA 3+35 3.0 99.6 16.9 1 95.1 113 Line H/STA 3+35 4.0 104.9 13.4 4 95.4 114 Line H/STA 3+35 5.0 101.0 15.8 1 96.5 115 Line H/STA 3+35 6.0 101.5 15.8 1 96.9 116 Line H/STA 6+50 1.5 99.5 16.1 1 95.0 t 17 Line H/STA 6+50 4.0 99.5 17.0 1 95.0 118 Line H/STA 6+50 5.0 101.6 16.6 1 97.0 119 Line H/STA 6+50 6.0 100.0 17.0 1 95.5 120 Line J/STA 0+80 1.0 101.9 16.7 1 97.3 121 Line J/STA 0+80 3.0 102.6 15.5 I 98.0 122 Line J/STA 0+80 4.0 102.0 16.7 1 97.4 123 Line J/STA 0+80 5.0 101.0 15.8 1 96.5 124 Line NSTA 5+75 6.0 101.6 16.7 1 97.0 125 Line NSTA 6+50 5.5 104.2 17.2 1 99.5 126 Line NSTA 5+90 4.5 107.7 14.9 4 97.9 127 Line NSTA 6+35 3.5 108.3 14.1 4 98.5 128 Line NSTA 6+50 3.0 107.1 14.9 4 97.4 129 Line A/STA 6+00 2.5 101.0 15.8 1 96.5 130 Line NSTA 7+00 2.5 102.5 15.6 1 97.9 131 Block B/Lot 2(1 ) 0.0 102.1 16.4 1 97.5 132 Block B/Lot 2(1 ) 0.5 101.6 16.1 1 97.0 133 10-21-96 Line A/STA 8+00 1.5 104.8 13.9 1 100.1 134 Line NSTA 8+05 0.5 105.7 14.0 4 96.1 135 Block B/Lot 15(1) 0.0 100.5 17.1 2 96.4 136 Block C/Lot 10(1 ) 0.5 99.5 17.2 2 95.4 137 Block B/Lot 17 0.0 103.8 14.4 2 99.5 138 Block B/Lot 19(1) 1.0 101.6 16.6 2 97.4 139 Block C/Lot 9(1 ) 0.5 101.8 16.6 1 97.2 140 Block C/Lot 13 0.5 101.8 16.6 1 97.2 141 Block C/Lot-5(1 ) 0.5 105.7 17.8 4 96.1 142 Block B/Lot 7 0.5 103.2 16.4 I 98.6 143 Line B/STA 0+60 1.0 104.5 19.7 4 95.0 144 Line D/STA 0+80 1.0 105.5 18.0 4 95.9 Comments: Where tested, materials were in compliance with project specifications, unless otherwise noted. Failing test noted in lower case letter, passing retest noted in corresponding upper case letter. Footnote: (1) Test taken on water line backfill. Distribution: (1) Fults/Oncor/Mr'. Bruce Heller (1) Baptist Foundation/Mr. Mike Wagner (1) Dowdey-Anderson & Associates, Inc./ Mr. Bill Anderson (1) Mario Sinacola & Sons/ Cir. Charles Adams ty of Coppell/Mr. Larry Davis Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. RFPJmsm