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Belt Line Trade-LR060619
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 TTN: Mr. Chris Parnell REPORT NO. 17 REPORT DATE: 06-19-06 REG PROJECT NO. 13335 TECHNICIAN: P. Butler PAGE: 1 of 2 CONTRACTOR: Raymond Construction Proctor No. 1 2 3 4 5 ASTM Standard 0-698 0-698 0-698 0-698 0-698 Descri tion Dark red & gray clay Orange & gray sandy clay Tan & gray sandy clay Dark brown & gray clay Light brown & gray clay w/calcareous nodules Optimum Moisture, % 18.6 16.4 10.9 20.6 21.2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) 10 Level (%) 255 05-19-06 Water Line: 120'$, 300'E(1) 2.0 103.8 18.9 2 96.7 256 Water Line: 120'$, 300'E(1) 1.0 104.1 18.4 2 97.0 257 Water Line: 120'$, 300'E(1) 0.0 104.5 18.7 2 97.4 258 Water Line: 120'$, 450'E(1) 3.0 94.2 24.6 5 95.6 259 Water Line: 120'$, 450'E(1) 2.0 95.0 24.0 5 96.4 260 Water Line: 120'$, 450'E(1) 1.0 96.6 22.3 5 98.0 261 Water Line: 120'$, 450'E(1) 0.0 95.5 23.5 5 96.9 262 Water Line: 120'$, 600'E(1) 2.0 95.9 23.0 5 97.3 263 Water Line: 120'S, 600'E(1) 1.0 97.3 22.0 1 96.4 264 Water Line: 120'S, 600'E(1) 0.0 98.0 19.9 1 97.0 265 Water Line: 120'S, 750'E(1) 2.0 96.7 21.7 1 95.8 266 Water Line: 120'$, 750'E(1) 1.0 103.4 19.0 2 96.3 267 Water Line: 120'S, 750'E(1) 0.0 105.0 17.6 2 97.8 268 Water Line: 120'$, 900'E(1) 2.0 103.5 18.1 2 96.4 269 Water Line: 120'S, 900'E(1) 1.0 97.0 20.6 1 96.0 270 Water Line: 120'$, 900'E(1) 0.0 103.0 19.4 2 95.9 271 Paving: 50'N, 135'W(2) 0.0 103.4 19.1 2 96.3 272 Paving: 30'N, 335'W(2) 0.0 96.1 22.2 5 97.5 273 Paving: 35'N, 450'W(2) 0.0 96.6 22.5 5 98.0 274 Paving: 80'N, 350'W(2) 0.0 95.0 23.0 5 96.4 275 Paving: 160'N, 140'W(2) 0.0 96.2 22.5 5 97.6 276 PavinQ: 160'N, 190'W(2) 0.0 96.6 22.2 5 98.0 2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL (214) 3505600 . fAX (214) 3500019 REPORT NO. 17 REPORT DATE: 06-19-06 REG PROJECT NO. 13335 PAGE: 2 of 2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) 10 Level (%) 277 05-19-06 Paving: 160'N, 260'W(2) 0.0 95.1 23.1 5 96.5 278 Paving: 160'N, 420'W (2) 0.0 95.7 22.8 5 97.1 279 05-22-06 Water Line: 125'$, 200'W (3) 3.0 94.8 23.2 5 96.2 280 Water Line: 125'S, 199'W (3) 2.0 98.2 23.5 4 , 95.6 281 Water Line: 125'S, 198'W(3) 1.0 98.6 23.7 4 95.9 282 Water Line: 125'S, 197'W(3) 0.0 99.8 21.8 4 97.1 283 Water Line: DO'S, 50'W(3) 3.0 99.2 21.7 4 96.5 284 Water Line: 130'S, 49'W(3) 2.0 98.1 23.9 4 95.5 285 Water Line: 130'S, 48'W(3) 1.0 97.6 24.0 4 95.0 286 Water Line: 130'S, 47'W(3) 0.0 99.1 24.1 4 96.4 287 Water Line: 125'$, 80'E(3) 2.0 96.6 22.2 5 98.0 288 Water Line: 124'S, 80'E(3) 1.0 96.1 22.6 5 97.5 289 Water Line: 123'$, 80'E(3) 0.0 95.5 23.4 5 96.9 290 Water Line: 10'N, 85'E(3) 2.0 95.9 22.5 5 97.3 291 Water Line: 11'N, 85'E(3) 1.0 94.8 23.7 5 96.2 292 Water Line: 12'N, 85'E(3) 0.0 94.4 24.1 5 95.8 293 05-23-06 Water Line: 90'S, 370'W(4) 2.0 103.2 19.0 2 96.1 294 Water Line: 90'$, 369'W(4) 1.0 105.0 17.4 2 97.8 295 Water Line: 90'$, 368'W(4) 0.0 103.6 18.2 2 96.5 296 Water Line: 15'N, 200'W(4) 3.0 104.1 18.0 2 97.0 297 Water Line: 15'N, 199'W (4) 2.0 103.1 17.5 2 96.0 298 Water Line: 15'N, 198'W (4) 1.0 102.4 19.6 2 95.4 299 Water Line: 15'N, 197'W(4) 0.0 1 03.4 19.1 2 96.3 300 Water Line: 100'N, 70'W(4) 3.0 103.0 18.7 2 95.9 301 Water Line: 100'N, 69'W(4) 2.0 102.0 18.4 2 95.0 302 Water Line: 100'N, 68'W(4) 1.0 103.3 19.3 2 96.2 303 Water Line: 100'N, 67'W(4) 0.0 103.8 18.3 2 96.7 Comments: Where tested, materials were in compliance with project specificati ~ns. Footnotes: (1) Measurements referenced from S.W. building corner. (2) Measurements referenced from N.E. building corner. (3) Measurements referenced from S.E. building corner. (4) Measurements referenced from N.W. building corner. Mail Distribution: (1) 101/Mr. Chris Parnell (1) Raymond Construction/ Mr. David Layne Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Bill Woolwine Sr. Manager, CMT BW/rs REED EnGinEERinG GEOTECHNICAL AND G R CJ U F' ENVIRONMENTAL CONSUL TANTS 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 CONTRACTOR: Raymond Construction Sieve Size 1-3/4" Date 05-30-06 06-01-06 S Percent Passin 100 Location Bldg Pad: 75'S, 69'W(1) Bldg Pad: 75'S, 138'W(1) Bldg Pad: 75'S, 20TW(1) Bldg Pad: 75'S, 276'W(1) Bldg Pad: 75'S, .345'W(1) Bldg Pad: 75'S, 414'W(1) Bldg Pad: 75'S, 483'W(1) Bldg Pad: 75'S, 552'W(1) Bldg Pad: 75'S, 621'W(1) Bldg Pad: 75'S, 690'W(1) Bldg Pad: 75'S, 759'W(1) Bldg Pad: 75'S, 828'W(1) Bldg Pad: 75'S, 897'W(1) Bldg Pad: 75'S, 966'W(1) Bldg Pad: 75'S, 1 035'W(1) Bldg Pad: 75'S, 1104'W(1) Bldg Pad: 75'S, 1173'W(1) Bldg Pad: 75'S, 1242'W(1) Bldg Pad: 225'S, 69'W(1) Bldg Pad: 225'S, 138'W(1) Bldg Pad: 225'S, 207'W(1) Bldg Pad: 225'S, 276'W(1) Bldg Pad: 225'S, 345'W(1) Bldg Pad: 225'S, 414'W(1) Bldg Pad: 225'S, 483'W(1) Bldg Pad: 225'S, 552'W(1) Bid Pad: 225'S, 621 'W(1 REPORT NO. 18 REPORT DATE: 06-19-06 REG PROJECT NO. 13335 TECHNICIAN: G. Green PAGE: 1 of 2 Percent Passin 60 Passing 1-3/4" Sieve 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 Passing #4 Sieve 60 63 63 61 62 64 66 65 63 60 60 61 63 62 60 64 60 61 62 62 64 67 66 69 65 63 64 2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL (214) 3505600 . fAX (214) 3500019 REPORT NO. 18 REPORT DATE: 06-19-06 REG PROJECT NO. 13335 PAGE: 2 of 2 I I Passing I Passing Date Location 1-3/4" Sieve #4 Sieve 06-01-06 Bldg Pad: 225'S, 690'W(1) 100 68 Bldg Pad: 225'S, 759'W(1) 100 63 Bldg Pad: 225'S, 828'W(1) 100 66 Bldg Pad: 225'S, 897'W(1) 100 65 Bldg Pad: 225'S, 966'W (1) 100 61 Bldg Pad: 225'S, 1035'W(1) 100 61 Bldg Pad: 225'S, 11 04'W (1) 100 60 Bldg Pad: 225'S, 1173'W(1) 100 64 BldQ Pad: 225'S, 1242'W(1) 100 60 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from N.E. building corner. Mail Distribution: (1) 101/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