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Northlake 635(7)-LR 971217 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 12/11/1997 Report No.: 9726845 Report Date 12/17/1997 Client No.: 71765000 Project No.: 43-2479-97 Client: Prentiss Properties Limited, InC.Attn: David Glass Project: Calling Centercoppell. Texas CO~Y 3890 W. N.W. Hxx3,, Suite 400 ' Dallas TX 75220 Services: Material sampled by technician tbr moisture densi~, relations. PROJECT DATA CONTRACTOR: Butler DATE SAMPLED: 12/11/1997 TEST FOR: Select fill SAMPLED BY: Tex King .MATERIAL: Tan limestone SAMPLE LOCATION: Imported stockpile TEST METHOD: ASTM D-698 REPORT OF TEST MAXIMUM DRY DENSITY, pcf: 103.0 .MOISTURE DENSITY RELATIONS OPTIMUM MOISTURE CONTENT, %: 21.5 104 Zero mr voKls curve Specific Gravity 0.00 LIQL:ID LIMIT: 34 Dry 102 "' PLASTIC LIMIT: 20 Density(pcf)__ ' ........ PLASTICITY INDEX: 14 ~oo 98 .... I , 18 20 22 24 26 28 30 MOISTURE CONTENT (%) Technician: Tex King ~ Engineering, Inc. Report Distribution: (1) Premiss Properties Limited, Inc. (1) l la!fl Assoc:a:cs. Inc. (1) Butler Construction (1) CiLv of Coppcll Eugene Harbour (1) Alliance Architects, Inc. (I) HCBeck Comractors Vice President (1) Brockette Davis Drake. Inc. (1) City of Coppell This report is exclusively for the use of the client indicated aboxe and shall not be reproduced except in full without the written approval ofl IBC Engineering, Inc. Page 1 of ! ENGLNEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 12/09/1997 Report No.: 9726646 Report Date 12/17/1997 Client No.: 71765000 Project No.: 43-2479-97 Client: Prentiss Properties Limited, Inc. Project: Calling Center Attn: David Glass Coppell, Texas GOPY 3890 W. N.W. Hx~', Suite 400 Dallas TX 75220 Services: In-place densi~: testing. PROJECT DATA CONTRACTOR: Butler Construction l.aboratory Test .Method: ASTM D-698 Field Test .Method: ASTM D-2922 ASTM D-3017 MOISTURE DENSITY RELATIONS: Maximum Project Requirements M/D No. Description .Moisture % Density pcf .Moisture Density 1 Medium brown clay 22.5 102.5 Min. +4% 92% FIELD DENSITY TESTS TEST M/D MOISTURE DRY DENSITY DENSITY NO TEST LOCATION No. (%) (pc0 (% max) General Fill 271 SW comer, 40' north & 60' east, 6th lift I 26.8 95.9 94 272 SW comer, 40' north & 63' east, 5th lift I 26.9 95.3 93 273 SW comer, 40' north & 65' east, 4th lift 1 27.2 94.8 93 274 SW comer, 40' north & 140' east. 6th lift 1 26.7 95.7 93 275 SW comer, 40' north & 142' east, 5th lilt 1 27.1 95.4 93 276 SW comer, 40' north & 145' east, 4th lift 1 27.3 95.2 93 277 SW comer, 40' north & 210' east, 6th lift 1 26.6 95.8 94 278 SW comer, 40' north & 215' east, 5th lift 1 26.9 95.5 93 279 SW corner, 40' north & 217' east, 4th lift 1 27.0 95.1 93 280 SW comer, 40' north & 315' east, 6th lilt 1 27.1 95.9 94 281 SW comer, 40' north & 317' east, 5th lift 1 27.4 94.8 93 282 SW comer, 40' north & 320' east, 4th lift 1 27.5 94.7 92 This report is exclusively for the use of thc client indicated abox e and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. Page 1 of 2 -' - COPY TEST .M/D MOISTURE DRY DENSITY DENSITY NO TEST LOCATION No. (%) (pcf) (% max) 283 SW comer, 40' north & 395' east, 6th lift 1 26.9 95.5 93 284 SW corner, 40' north & 397' east, 5th lift 1 26.9 95.4 93 285 SW comer, 40' north & 400' east, 4th lilt 1 27.2 95.1 93 286 SW comer, 90' north & 400' east, 6th lilt I 26.9 95.7 93 287 SW comer, 90' north & 395' east, 5th lift 1 27.2 95.2 93 288 SW comer, 90' north & 390' east, 4th lilt 1 27.0 95.3 93 289 SW comer, 90' north & 265' east, 6th lift 1 26.7 95.5 93 290 SW comer, 90' north & 260' east, 5th lift 1 27.1 95.3 93 291 SW comer 90' north & 259' east, 4th lilt 1 26.9 95.5 93 292 SW comer 90' north & 195' east, 6th lift 1 26.8 95.9 94 293 SW comer 90' north & 193' east, 5th lilt 1 26.9 95.6 93 294 SW comer 90' north & 190' east, 4th lift 1 26.5 96.1 94 295 SW comer 90' north & 100' east, 6th lift 1 26.9 95.9 94 296 SW comer 90' north & 95' east, 5th lift 1 27.1 95.0 93 297 SW comer 90' north & 90' east, 4th lift 1 27.4 94.8 93 298 SW comer, 90' north & 35' east, 6th lift 1 27.1 95.2 93 299 SW comer, 90' north & 30' east, 5th lilt 1 27.0 95.4 93 300 SW comer, 90' north & 28' east, 4th lilt 1 27.2 95.1 93 Test results on this report meet project specification. Technician: Tex King I'~ Engineering, Inc. Report Distribution: (1) Prentiss Properties Limited. Inc. (I) Halff Associates, Inc. (1) Butler Construction (I) CiLv of Coppci! Paul D. Smith, P.E. ) Alliance Architects, Inc. ( 1 ) HCBeck Con::'actors Senior Project Engineer (1) Brockctte Davis Drake, Inc. ( 1 ) City of Coppcil This report is exclusively for the use &the client indicated aboxc and shall not be reproduced except in full without the wrinen approval of HBC Engineering, Inc. Page 2 of 2