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Summit P1-LR 961126F=I ~=' ~- ~-~ I E: r-lEVi i r-lE~ I~:F~ll--lr~ GEOTECHNICAL AND I~ I~ r-'l I I F~ E N V II:t.O N I,'IE NTA L 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 cio Fults/Oncor 9400 North Central Expressway, 5th Floor Dallas, Texas 75231-5037 ATTN: Mr. Bruce R. Heller REPORT NO. 14 REPORT DATE: 11-26-96 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 5 D-698 Light brown clay (lime-treated) .19.9 104.6 6 D-698 Brown yellowish-brown clay 12.2 115.1 (lime-treated) . . · 7 D-698 Yellowish-brown clay (lime-treated) 13.5 113.1 8 D-698 Dark gray (lime-treated) 19.2 101.7 152 11-12-96 Lexington Avenue/ 0.0 111.2 16.5 7 98.3 STA 0+50 153 Lexington Avenue/ 0.0 108.2 14.4 7 95.7 STA 2+50 154 Lexington Avenue/ 0.0 115.9 13.9 6 100.7 STA 4+50 155 Lexington Avenue/ 0.0 117.9 12.9 6 102.4 STA 6+50 156 11-13-96 Lexington Avenue/ 0.0 99.2 19.6 5 95.0 STA 8+00 157 Lexington Avenue/ 0.0 99.2 19.8 5 95.0 STA 11+00 158 Lexington Avenue/ 0.0 99.3 19.8 5 95.1 STA 14+00 159 Station Court/ 0.0 110.9 12.8 6 96t3 STA 1+50 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 160 11-13-96 Station Court/ 0.0 112.1 12.2 6 97.3 STA 4+00 161 Alley C/ 0.0 100.0 19.0 5 95.7 Stat 10+00 162 Alley C/ 0.0 100 20.5 5 95.7 STA 8+90 163 Alley C/ 0.0 100.5 20.4 5 96.1 STA 6+50 164 Alley C/ 0.0 101.5 19.7 5 97.0 STA 4+10 165 Alley C/ 0.0 104.2 17.1 5 99.6 STA 2+00 166 11-14-96 Edmonson Drivel 0.0 102.2 19.4 5 97.7 STA 2+ 10 167 Lexington Avenue/ 0.0 103.2 17.7 5 98.7 STA 13+60 168 11-15-96 Armstrong Blvd./ 0.0 97.9 18.1 8 96.3 STA 9+05 169 Armstrong Blvd./ 0.0 100.0 21.7 8 98.3 STA 11+90 170 Armstrong Blvd./ 0.0 99.6 19.6 8 97.9 STA 11+90 171 11-19-96 Armstrong Blvd./ 0.0 102.9 21.7 5 98.3 STA 1+00 172 Armstrong Blvd./ 0.0 100.3 22.3 5 95.8 STA 2+00 173 Armstrong Blvd./ 0.0 101.1 21.3 5 96.6 STA 3+00 174 Armstrong Blvd./ 0.0 110.7 14.0 7 97.8 STA 0+50 175 Armstrong Blvd./ 0.0 108.9 14.7 7 96.2 STA 2+00 Comments: Where tested, materials were in compliance with project specifications 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/ Mr. Charles Adams ~)' City of Coppell/Mr. Larry Davis Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. RFR/ysh