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Freeport NIP(7.4)-LR000607 (2)
GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport VI Royal Lane and Creekview Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 28 5495 Beltline Road, Suite 360 REPORT DATE: 06-07-00 Dallas, Texas 75240 REG PROJECT NO. 6542 ATTN: Mr. Paul Brown TECHNICIAN: R. Bullion PAGE: 1 of 2 CONTRACTOR: Hill & Wilkinson, Inc. Proctor ASTM Optimum I Maximum No. Standard Description Moisture, %1 Density, PCF 1 D-698 Brown clay w/trace gray clay 22.5 98.0 2 D-698 Olive brown clay w/calcareous nodules 23.5 94.0 3 D-698 Light reddish brown clay 21.0 99.0 4 D-698 Reddish brown clay w/calcareous nodules 22.0 101.5 5 D-698 Light olive brown clay 22.0 97.0 6 D-698 Reddish brown clay w/trace of limestone 17.5 106.5 fragments 7 D-698 Yellowish brown clay (lime-treated) 18.0 101.5 8 D-698 Light brown clay (lime-treated) 20.5 98.0 9 D-698 Dark gray clay (lime-treated) 17.0 101.5 10 D-698 Reddish brown clay (lime-treated) 17.0 103.5 11 D-698 Brown clay (lime-treated) 15.5 105.5 12 D-698 Cement treated base 10.0 126.5 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 196 05-11-00 Storm Line: STA 0+50(1) 12.0 91.0 24.9 2 96.8 197 Storm Line: STA 0+75(1 ) 11.0 90.2 26.3 2 96.0 198 Storm Line: STA 1+00(1) 10.0 91.8 25.5 2 97.7 199 05-12-00 Storm Line: STA 0+50(2) 10.0 95.1 24.7 I 97.0 200 Storm Line: STA 0+75(2) 9.0 94.6 25.3 I 96.5 201 Storm Line: STA 0+90(2) 8.0 95.7 24.0 1 97.7 202 Storm Line: STA 1 +00(2) 7.0 91.6 25.7 2 97.4 203 Storm Line: STA 0+40(2) 6.0 90.7 26.4 2 96.5 204 Storm Line: STA 0+60(2) 5.0 91.9 25.5 2 97.8 205 Storm Line: STA 0+75(2) 4.0 92.1 25.0 2 98.0 206 Storm Line: STA 1+00(2) 3.0 94.9 25.6 I 96.8 207 Storm Line: STA 0+50(2) 2.0 91.4 25.7 2 97.2 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 REPORT NO. 28 REPORT DATE: 06-07-00 REG PROJECT NO. 6542 PAGE: 2 of 2 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Oate Location (feet) (pcf) (%) ID Level (%) 208 05-12-00 Storm Line: STA 1+00(2) 1.0 91.9 24.8 2 97.8 209 Storm Line: STA 2+00(2) 7.0 91.0 26.0 2 96.8 210 Storm Line: STA 2+10(2) 6.0 95.1 25.0 1 97.0 211 Storm Line: STA 2+10(2) 5.0 95.6 24.6 1 97.5 212 Storm Line: STA 2+00(2) 4.0 94.6 24.6 5 97.5 213 Storm Line: STA 2+00(2) 3.0 95.8 24.0 5 98.8 214 Storm Line: STA 2+10(2) 2.0 93.5 25.2 5 96.4 215 Storm Line: STA 2+10(2) 1.0 95.0 24.8 5 97.9 216 Storm Line: ST^ 2+00(2) 0.0 92.9 25.6 5 95.8 217 Storm Line: STA 0+75(2) 0.0 94.8 25.0 5 97.7 218 05-13-00 Storm Line: STA0+75(1) 10.9 91.9 25.7 2 97.8 219 Storm Line: STA 1+00(1) 9.0 91.7 26.3 2 97.5 220 Storm Line: STA 0+75(1) 8.0 91.0 25.3 2 96.8 221 Storm Line: STA 1+00(1) 7.0 94.1 25.7 5 97.0 222 Storm Line: STA 0+75(1) 6.0 95.1 24.2 5 98.0 223 Storm Line: STA 1+00(1) 5.0 94.4 25.0 5 97.3 224 Storm Line: STA 0+75(1) 4.0 94.0 25.7 5 96.9 225 Storm Line: STA 1 +00(1) 3.0 95.7 24.0 5 98.7 226 Storm Line: STA 0+75(1) 2.0 91.7 25.7 2 97.5 227 Storm Line: STA 1 +00(1) 1.0 91.1 26.0 2 96.9 228 Storm Line: STA 1 +00(1 ) 0.0 92.3 25.2 2 98.2 229 Storm Line: STA 2+75(1) 10.0 94.1 24.8 5 97.0 230 Storm Line: STA 3+00(1) 9.0 93.1 25.4 5 96.0 231 Storm Line: STA 2+75(1) 8.0 92.8 26.0 5 95.7 232 Storm Line: STA 3+00(1) 7.0 93.5 25.7 5 96.4 233 Storm Line: STA 2+75(1) 6.0 94.6 25.0 5 97.5 234 Storm Line: STA 3+00(1) 5.0 95.3 24.7 5 98.2 235 Storm Line: STA 2+75(1) 4.0 91.2 26.2 2 97.0 236 Storm Line: STA 3+00(1 ) 3.0 91.8 25.8 2 97.7 237 Storm Line: ST^ 2+75(1 ) 2.0 90.7 26.0 2 96.5 238 Storm Line: STA 3+00(1) 1.0 95.0 24.9 5 97.9 239 Storm Line: STA 2+75(1) 0.0 93.9 25.7 5 96.8 Comments: Where tested, materials were in compliance with project specifications. Note: Test Numbers 188 through 195 have been moved to Project No. 6582, Freeport VI off-site fill. Footnotes: (1) Station numbers are referenced to the 48" storm line. (2) Station numbers are referenced to the 24" storm line. Distribution: (1) Duke-Weeks Realty Corporation/ Submitted by: Mr. Paul Brown (1) Hardy McCullah/MLM Architects/ REED ENGINEERING GROUP, INC. Mr. Norman Coates (1) TMBP - Consulting Engineers/ Original Signed By Mr. Frank Merritt (1) Pacheco Koch/Mr. Jim Koch Ronald F. Reed, P.E. (1) Hill & Wilkinson, Inc./Mr. Steve Camp BW/cg (1) City of Coppell/Mr. Lee Stone or Mr. Larry Davis