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Coppell Industrial-LR010405 GEOTECHNiCAL AND ~ ~ ~ U P ENWRONMENTaL CONSULtaNtS REPORT OF FIELD DENSITY TESTS TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial: Ltd. REPORT NO. 32 c/o Champion Partners: Ltd. REPORT DATE: 04-05-01 15601 Dallas Parkway. Suite 100 REG PROJECT NO. 7394 Addison, Texas 75001 TECHNICIAN: B. Steadman & ATTN: Mr. Kerry Burden M. Silva PAGE: 1 of 2 CONTRACTOR: C.D. Henderson, Inc. Proctor ASTM ! Optimum Maximum No. Standard Description Moisture, % Density, PCF 1 D-698 Dark brown clay 23.5 91.5 2 D-698 Brown & light brown clay 23.0 94.0 3 D-698 Brown and tan clay 17.0 106.0 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) i (%) ID Level (%) 256 03-20-01 Bldg Pad: 50'N, 20'W(1) 1.8 88.0 25.7 1 96.2 257 Bldg Pad: 130'N. 20'W(1) 1.8 88.4 26.0 1 96.6 258 Bldg Pad: 100'N, 100'W(1) 1.8 90.1 239 2 95.9 259 Bldg Pad: 15'N 100'W(1) 1.8 101.1 20.8 3 95.4 260 Bldg Pad: 40'N. 200'W(1) 1.8 101.8 20.1 3 96.0 261 Bldg Pad: 20'N. 280'W(1) 1.8 98.6 21.6 3 93.0 262 Bldg Pad: 50'N. 380'W(1) 1.8 101.1 20.5 3 95.4 263 Bldg Pad: 200'N300'W(1) 2.8 88.2 24.0 2 93.8 264 Bldg Pad: 200'N, 400'W(1) 2.8 89.5 26.8 2 95.2 265 Bldg Pad: 200'N. 480'W(1) 2.8 90.3 25.5 2 96.1 266 Bldg Pad: 20'N. 450'W(1) 1.8 101.3 20.8 3 95.6 267 Bldg Pad: 120'N. 450'W(1) 1.8 100.5 20.9 3 94.8 268 03-22-01 Bldg Pad: 300'N. 50'W(1) 2.0 99.6 20.9 3 93.9 269 Bldg Pad: 250'N. 100'W(1) 2.0 96.1 18.0 2 102.2 ~a) 270 Bldg Pad: 300'N. 130'W(1) 2.0 98.3 21.3 3 92.7 i 271 Bldg Pad: 250'N. 160'W(1) 2.0 94.7 18.3 2 100.2 ,:'b) 272 Bldg Pad: 300'N, 200'W(1 2.0 96.2 14.3 2 102.3 (.c) 273 Bldg Pad: 250'N, 250'W(1 2.0 95.3 17.5 2 101.3 (d) 274 Bldg Pad: 300'N, 300'W(1 2.0 96.5 15.6 2 102.6 (e) 275 03-23-01 Bldg Pad: 250'N, 100'W(1 2.0 90.1 25.5 2 95.8 276 Bldg Pad: 250'N. 160'W(1 2.0 88.5 26.5 2 94.1 277 Bldg Pad: 300'N. 200'W(1 2.0 89.3 26.0 2 95.0 (C) 278 Bldg Pad: 250'N. 250'W(1 2.0 90.6 25.3 2 96.3 ('C) 279 Bldg Pad: 300'N. 300'W(1 2.0 87.5 27.3 2 93.0 (D) 280 Bldg Pad: 25'N, 50'W(1) 1.0 90.4 25.4 2 95.2 (E') 281 Bldg Pad: 25'N, 50'W(1) 1.0 91.0 24.8 2 96.1 282 Bldg Pad: 75'N, 150'W(1) 1.0 91.3 24.2 2 96.8 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · -~. [214] 350 5600 · =~'~ [214] 350 00i9 · REPORT NO. 32 REPORT DATE: REG PROJECT NO. -3~-' PAGE: 2 c: 2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) ~$.., 3~*-~c--~ Bdg Pad: 75N .,~ 284 B'dg Pa3:;'5 N 2vv ,¢, . .-'.' .: 20 I ,_ 285 Bld_c Pac: 75 293 zc~ BId~ Pac' 25 N 287 Bldg Pac' 25 N 3 288 Bldg Pac: 75 N 453'W, z8= Bldg Pac 75'N Comments: Whe'e tested mateda s were in compliance w th o-oject spec fications, ca ess ~cted otherwise Fai'ing test noted in ower case letter, passing fetes: qoted m cor'esp3~d ng uppe- case ~etter. Footnote ~1, Measu-ements referenced from S.E. corner of 2J'ioing pac. Mail Subm :ted ey: Distribution: . 17 Champ~o.q Partqe,s. Ltd./ Mr. Kerry Burden REED ENGINEERING GROUP. INC. (1~ C D.Henderson. Inc./ M- Jason Nupley .':-;,--~ s ~1~ AECC Inc./M- Fran Ca"te- ~ Meinnardt & Qa n:ana/ Ronald F. Reed. P E. Mr. David Meinharc: BW/myw ~I .: Haynes Whayley Associates. Inc Mr. Ken: Penned ,': City of Coppell/Mr. La-ry Davs , : City of Coppell/Mr. Lee Stone