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Northlake 635(3)-LR 980210REPORT OF DRILLEr"?IER INSPECTION Date of Service: Client No.: Client: 02/02/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9803460 Project No.: 43-2452- Project: Coppell l Belt Linc Coppell, Services: Drilled pier inspection On this date, an HBC Engineerin9 technician arrived at the above refe jobsite for drilled pier inspection. At approximately 7:50 am, supex arrived at the jobsite and informed technician that no piers would be this date. Technician time: 6:00 am to 8:00 am 4747 Irving Blvd., Suite 0206 Dallas, Texas 75247 Report Date 02/10/1998 lusmess Center II Rd. & Lakeshore Dr. texas renced intendent drilled Technician: Roy Montgomery Report Distribution: (1) Lincoln Property Company (1) Butler Construction (1) O'Brien & Associates (1) AECC, Inc. (1) City of Coppell/Bldg. lnsp. (1) City of Coppell/Constr. Insp. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ Set ior Project Engineer en approval of HBC Engineering, Inc. 99MP Page I of I *LN PEACE DENSITY T" STING Date of Service: 02/02/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Services: In-place density testing. CONTRACTOR: Butler Construction MOISTURE DENSITY RELATIONS: Report No.: 9803492 Project No.: 43-2452-' Project: Coppell Belt Lin, Coppell, PROJECT DATA Laboratory Test Method: Field Test Method: ASTM ASTM ASTM Maximum M/D No. Description Moisture % Density pcf 1 Gray limestone 16.0 111.5 2 Lt gray, reddish & med bm 23.5 98.5 3 shaley clay 0.0 0.0 FIELD DENSITY TESTS TEST M/D MOISTURE NO TEST LOCATION No. (%) Storm Line B 298 3rd lift, at sm 1+05 2 24.9 299 2nd lift, at sta 1+10 2 24.7 300 1st lift, at sm 1+15 2 24.3 301 3rd lift, at sta 2+70 2 23.9 302 2nd lift, at 2+75 2 23.9 303 1st lift, at sta 2+80 2 23.1 304 3rd lift, at sta 4+20 2 24.1 305 2nd lift, at sta 4+25 2 23.7 306 1st lift, at sta 4+30 2 23.5 Bldg C Select, NWC 4747 Irving Blvd. Suite//206 Dallas, Texas 75247 }7 Report Date 02/10/1998 Iusiness Center H Rd. & Lakeshore Dr. l'exas D-698 D-2922 D-3017 Project Requirement~ This report is exclusively for the use oftbe client indicated above and shall not be reproduced except in full without the wril ~oisture ~-2% 1~3% DRY DENSITY (pc0 Density 95% 95% DENSITY (% max) 96.4 98 96.6 98 96.7 98 95.4 97 95.8 97 96.0 98 96.6 98 96.7 98 97.1 99 approval of HBC Engineering, Inc. 07MP Page 1 of 2 Report N6.: 9803492 TEST NO M/D MOISTURE TEST LOCATION No. (%) 307 1st lift, 75'S + 70'E 308 1st lift, 75'S + 140'E 309 1st lift, 75'S + 210'E 310 1st lift, 75'S + 280'E 311 1 st lift, 75'S + 350'E 312 1st llift, 75'S + 420'E 313 1st lift, 75'S + 490'E 314 1st lift, 75'S + 560'E 315 1st lift, 75'S + 630'E 316 1 st lift, 150'S + 670'E 317 1st lift, 150'8 + 600'E 318 1st lift, 150'S + 530'E 319 1st lift, 150'S + 460'E 320 1st lift, 150'S + 390'E 321 1st lift, 150'S + 320'E 322 1st lift, 150'S +250'E 323 1st lift, 150'S + 180'E 324 1st lift, 180'S + 110'E 325 1 st lift, 180'S + 60'E 326 1st lift, 235'S + 80'E 327 1st lift, 235'S + 150'E 328 1st lift, 235'S + 210'E 329 1st lift, 235'S + 280'E 330 1st lift, 235'S + 350'E 331 1st lift, 235'S + 420'E 332 1st lift, 235'S + 490'E 333 1st lift, 235'S + 560'E 334 1st lift, 235'S + 630'E 335 1st lift, 235'S + 675'E 1 17.1 1 16.8 1 16.9 1 17.2 1 16.9 1 17.3 1 17.1 1 17.5 1 16.7 1 16.9 1 17.3 1 17.1 1 17.2 1 17.6 1 17.4 1 17.1 1 17.6 1 17.9 1 16.9 1 16.5 1 17.3 1 17.1 1 17.6 1 16.7 1 t6.8 1 16.7 1 16.9 1 16.5 1 17.9 Test results on this report meet project specification. DRY DENSITY DENSITY (PcO (% max) 108.8 98 109.4 98 109.2 98 108.9 98 108.8 98 108.3 97 109.0 98 108.8 98 107.6 97 108.0 97 108.5 97 109.4 98 109.2 98 108.8 98 108.7 98 108.9 98 108.7 98 108.3 97 107.9 97 109.4 98 109.4 98 109.2 98 109.4 98 108.8 98 109.2 98 109.5 98 108.0 97 109.4 98 108.8 98 Technician: Tex King Report Distribution: (!) Lincoln Property Company (1) Buffer Construction (1) O'Brien & Associates (I) AECC, Inc. (1) City of Coppcll/Bldg. lnsp. (i) City of Coppell/Constr. Insp. This report is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without thc wril Hpa E ~t~n~~mg, Inc. 1 D.tSmi~, P.E. Set ior Project Engineer ~n approval of HBC Engineering, Inc. 07MP Page 2 of 2 'IN'PLACE DENSITY r ,STING Date of Service: Client No.: Client: Services: 02/03/1998 52617000 Lincoln Property Company 3300 Lincoln Pl~a/La~ Moon 500 North Akard Street Dallas TX 75201-3394 In-place density testing. CONTRACTOR: Butler Construction MOISTURE DENSITY RELATIONS: M/D No. 1 Gray limestone Descdpfion TEST NO TEST LOCATION 336 337 338 339 340 341 342 343 344 345 · 346 347 Report No.: 9803626 Project No.: 43-2452. Project: Coppell Belt Lin Coppell, 4747 Irving Blvd., Suite #206 Dallas, Texas 75247 PROJECT DATA Laboratory Test Method: Field Test Method: Maximum ASTM ASTM ASTM Moisture % Density pcf 16.0 111.5 FIELD DENSITY TESTS M/D MOISTURE No. (%) 97 Report Date 02/10/1998 3usiness Center II : Rd. & Lakeshore Dr. Texas D-698 D-2922 D-3017 Project Requirements Building C, SE Corner 2nd lift, 60'N + 65'W 1 15.9 2nd lift, 60'N + 130'W 1 16.1 2nd lift, 602~1 + 195'W 1 16.5 2nd lift, 60'N + 260'W 1 17.1 2nd lift, 60~xI + 325'W 1 16.9 2nd lift, 60~1 + 390'W 1 16.7 2nd lift, 60~1 + 455'W 1 16.8 2nd lift, 602,I + 520'W 1 16.9 2nd lift, 60~N + 585'W 1 16.5 2ndtift, 60~N + 630'W 1 16.9 2nd lift, 130~N + 600'W 1 17.1 2nd lift, 130°N + 530'W 1 17.4 This report is exclusively for the use of the client indicated above and shall not be ~produccd except in full without the wftu Moisture Density +/-2% 95% DRY DENSITY DENSITY (PCO ' (% max) 110.3 99 110.3 99 108.8 98 109.4 98 109.5 98 109.5 98 109.9 99 110.1 99 109.2 98 108.3 97 109.2 98 108.8 98 en approval of HBC Engineering, Inc. 07MP Page 1 of 2 · Report NO.: 9803626 TEST NO TEST LOCATION 348 2nd lift, 130'N + 460'W 349 2nd lift, 130'N + 390'W 350 2nd lift, 130'N + 320'W 351 2nd lift, 130'N + 250'W 352 2nd lift, 130'N + 180'W 353 2nd lift, 130'N + 110"W 354 2nd lift, 130'N + 40'W 355 2nd lift, 210'N + 50'W 356 2nd lift, 210'N + 125'W 357 2nd lift, 210~N + 200'W 358 2nd lift, 210~q + 275'W 359 2nd lift, 2102,1 + 350'W 360 2nd lift, 210~N + 425'W 361 2nd lift, 210~N + 500'W 362 2nd lift, 210~N + 575'W 363 2nd lift, 2102q + 620'W M/D MOISTURE No. (%) Technician: Tex King Report Distribution: (!) Lincoln Property Company (i) Butler Construction (i) O'Brien & Associates (!) AECC, Inc. 1 17.6 1 16.4 1 16.9 1 17.3 1 17.1 1 17.4 1 17.0 1 16.5 1 16.9 1 17.1 1 17.6 1 17.2 1 17.3 1 17.4 1 17.1 1 16.9 Test results on this report meet project specification. (1) City ofCoppell/Bldg. Insp. (1) City ofCoppeli/Constr. Insp. Pal Sen This report is exclusively for the use of the client indicated above and shall not he reproduced except in full without the writ~ DRY DENSITY DENSITY (pet) (% max) 108.8 98 109.6 98 109.4 98 108.8 98 109.2 98 109.3 98 108.8 98 109.2 98 109.3 98 109.7 98 110.3 99 109.2 98 108.9 98 108.8 98 109.4 98 109.6 98 E~g, Inc. tl D. Smith, P.E. or Project Engineer a approval of HBC Engineering, Inc. 07MP Page 2 of 2