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Belt Line Trade-LR060621 REED EnGinEERinG GEOTECHNICAL AND G R CJ U F' ENVIRONMENTAL CONSULTANTS REPORT OF FIELD GRADATION TESTS Belt Line Trade Center Building A 500 E. Belt Line Road Coppell, Texas REPORTED TO: IDI 5420 LBJ Freeway, Suite 1275 Dallas, Texas 75240 A TTN Mr Chris Parnell REPORT NO. 21 REPORT DATE: 06-21-06 REG PROJECT NO. 13335 TECHNICIAN: G Green PAGE: 1 of 1 CONTRACTOR: Raymond Construction Sieve Size 1-3/4" Percent Passin 60% I I Passing I Passing . Date Location 1-3/4" Sieve #4 Sieve 06-03-06 Bldg Pad: A.5-2 100 65 Bldg Pad: B 5-2 100 65 Bldg Pad: A.5-5 100 63 Bldg Pad: B 5-5 100 60 Bldg Pad: A.5-8 100 60 Bldg Pad: B 5-8 100 60 Bldg Pad: A.5-11 100 61 Bldg Pad: B.5-11 100 67 Bldg Pad: A.5-14 100 66 Bldg Pad: B 5-14 100 68 Bldg Pad: A.5-17 100 66 Bldg Pad: B.5-17 100 64 Sldg Pad: A.5-20 100 63 Bldg Pad: 6.5-20 100 65 Bldg Pad: A.5-23 100 67 Bldg Pad: B 5-23 100 66 Sldg Pad: A.5-25 100 62 BldQ Pad: B.5-25 100 63 Mail Distribution: (1) IDI/Mr Chris Parnell (1) Raymond Construction/ Mr David Layne Submitted by' REED ENGINEERING GROUP, LTD. Original Signed By Bill Woolwine Sr Manager, CMT BW/cn 2424 STUTZ DR . SUI TE 400 . DALLAS. TX 75235 . TEL (214) 350 5600 . fAX (214) 3500019 REED EnGinEERinG GEOTECHNICAL AND G R CJ U F' ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Belt Line Trade Center Building A 500 E. Belt Line Road Coppell, Texas REPORTED TO: 101 5420 LBJ Freeway, Suite 1275 Dallas, Texas 75240 A TIN Mr Chris Parnell REPORT NO. 22 REPORT DATE: 06-21-06 REG PROJECT NO. 13335 TECHNICIAN: G Green PAGE: 1 of 3 CONTRACTOR: Raymond Construction Proctor ASTM Optimum No. Standard Descri tion Moisture, % 1 0-698 Dark red & gray clay 18.6 2 0-698 Orange & gray sandy clay 16.4 3 0-698 Tan & gray sandy clay 109 4 0-698 Dark brown & gray clay 206 5 0-698 Light brown & gray clay w/calcareous 21.2 nodules 6 0-698 Red brown & gray shaley clay (Iime- 18.9 101 1 treated Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) 10 Level (%) 308 06-03-06 Bldg Pad: 05-2 00 97.2 206 6 96.1 309 Bldg Pad: E.5-2 00 97.5 201 6 96.4 310 Bldg Pad: F 5-2 00 96.8 207 6 957 311 Bldg Pad: 0 5-4 00 966 21 0 6 95.5 312 Bldg Pad: E.5-4 00 974 203 6 96.3 313 Bldg Pad: F.5-4 00 970 20.8 6 95.9 314 Bldg Pad: 0 5-6 00 96.6 209 6 95.5 315 Bldg Pad: E.5-6 00 973 205 6 96.2 316 Bldg Pad: F 5-6 00 976 198 6 96.5 317 Bldg Pad: 0 5-8 00 978 197 6 967 318 Bldg Pad: E.5-8 00 98.0 193 6 969 319 Bldg Pad. F 5-8 00 98.2 193 6 971 320 Bldg Pad. D.5-10 00 984 191 6 973 321 Bldg Pad E.5-10 00 971 206 6 96.0 322 Bldg Pad: F 5-10 00 977 196 6 96.6 323 Bldg Pad: 0 5-12 00 98.6 18.9 6 975 324 Bldg Pad: E 5-12 00 981 194 6 970 325 Bldg Pad: F.5-12 00 979 19.5 6 96.8 326 Bldg Pad: 0 5-14 00 974 200 6 96.3 327 Bldg Pad: E.5-14 00 973 204 6 96.2 328 Bldg Pad: F 5-14 00 98.8 190 6 977 329 Blda Pad 0.5-16 00 96.2 21 3 6 95.2 2424 STUTZ DR . SUITE 400 . DALLAS. TX 75235 . TEL (214) 3505600 . fAX (214) 3500019 REPORT NO. 22 REPORT DATE. 06-21-06 REG PROJECT NO. 13335 PAGE. 2 of 3 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) 10 Level (%) 330 06-03-06 Bldg Pad: E.5-16 00 986 19.2 6 97.5 331 Bldg Pad: F 5-16 00 96.8 205 6 957 332 Sldg Pad: 0 5-18 00 970 204 6 959 333 Sldg Pad: E.5-18 00 974 198 6 96.3 334 Bldg Pad: F 5-18 00 969 207 6 958 335 Bldg Pad 0 5-20 00 976 197 6 965 336 Bldg Pad: E.5-20 00 978 195 6 967 337 Bldg Pad: F 5-20 00 96.7 21 0 6 956 338 Bldg Pad: 0 5-22 00 969 206 6 958 339 Bldg Pad: E.5-22 00 965 208 6 955 340 Bldg Pad: F 5-22 00 97.2 199 6 96.1 341 Bldg Pad: 0 524 00 964 21.2 6 954 342 Bldg Pad: E.5-24 00 971 20.2 6 96.0 343 Bldg Pad: F 5-24 00 973 198 6 96.2 344 06-05-06 Bldg Pad' A.5-2 00 947 231 5 96.0 345 Bldg Pad. B 5-2 00 949 227 5 96.2 346 Bldg Pad: C.5-2 00 112.3 12.4 3 961 347 Bldg Pad: A.5-2 00 112.5 12.1 3 96.2 348 Bldg Pad: B 5-4 00 103.7 176 2 96.6 349 Bldg Pad: C5-4 00 99.2 21 5 4 96.5 350 Bldg Pad: A.5-6 00 994 21 3 4 96.7 351 Bldg Pad: B 5-6 00 103.9 17.2 2 96.7 352 Bldg Pad: C 5-6 00 1040 170 2 96.8 353 Bldg Pad: A.5-8 00 95.2 22.2 5 966 354 Bldg Pad: B.5-8 00 95.1 225 5 96.5 355 Bldg Pad: C.5-8 00 95.5 22.0 5 96.9 356 Bldg Pad: A.5-10 00 104.2 167 2 970 357 Bldg Pad: B.5-10 00 997 208 4 970 358 Sldg Pad: C.5-10 00 112.8 11 8 3 965 359 Bldg Pad: A.5-12 00 957 21 8 5 971 360 Bldg Pad: B 5-12 00 958 21 5 5 97.2 361 Bldg Pad: C 5-12 00 113.1 11.5 3 96.7 362 Bldg Pad: A.5-14 0.0 99.5 20.9 4 96.8 363 Bldg Pad B 5-14 00 991 21.2 4 964 364 Bldg Pad: C 5-14 00 112.0 12.8 3 95.8 365 Bldg Pad: A.5-16 00 112.3 12.2 3 96.1 366 Sldg Pad: B.5-16 00 103.3 12.6 2 96.2 367 Sldg Pad: C 5-16 00 103.6 12.3 2 96.5 368 Bldg Pad: A.5-18 00 103.8 12.4 2 96.6 369 Bldg Pad: B 5-18 00 99.3 21 9 4 966 370 Bldg Pad C 5-18 00 995 21 3 4 968 371 BldQ Pad: A.5-20 00 994 21 6 4 96.7 REPORT NO. 22 REPORT DATE: 06-21-06 REG PROJECT NO. 13335 PAGE: 3 of 3 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) 10 Level (%) 372 06-05-06 Bldg Pad B 5-20 00 99.2 22.0 4 96.5 373 Bldg Pad C 5-20 00 112.5 12.0 3 96.2 374 Bldg Pad: A.5-22 00 103.7 12.2 2 966 375 Bldg Pad. B 5-22 00 112.8 11 7 3 96.5 376 Bldg Pad: C 5-22 00 1040 11 9 2 96.8 377 Bldg Pad: A.5-24 00 104.2 11 7 2 970 378 Bldg Pad' B 5-24 00 998 21 0 4 971 379 Bldg Pad C 5-24 00 113.1 11 5 3 967 380 06-06-06 Storm Line A. ST A 8+75 50 111 9 129 3 957 381 Storm Line A. ST A 8+75 40 112.3 12.4 3 961 382 Storm Line A. ST A 8+75 30 102.6 18.3 2 955 383 Storm Line A. ST A 8+75 2.0 97.2 198 1 96.2 384 Storm Line A. ST A 8+75 1 0 974 195 1 964 385 Storm Line A. STA 8+75 00 103.1 177 2 96.0 386 Storm Line A. ST A 11 +50 30 103.3 173 2 96.2 387 Storm Line A. ST A 11 +50 2.0 1125 12.2 3 96.2 388 Storm Line A. STA 11+50 1 0 1035 17 1 2 96.4 389 Storm Line A. ST A 11 +50 00 1128 11 8 3 96.5 390 Storm Lateral A-3: ST A 0+50 2.0 981 189 1 971 391 Storm Lateral A-3: ST A 0+50 1 0 97.8 19.2 1 968 392 Storm Lateral A-3: ST A 0+50 00 113.0 11 5 3 96.7 Comments Where tested, materials were in compliance with project specifications. Mail Distribution: (1) IDI/Mr Chris Parnell (1) Raymond Construction/ Mr David Layne Submitted by' REED ENGINEERING GROUP, LTD. Original Signed By Bill Woolwine Sr Manager, CMT BW/cn