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Freeport NIP(7.5)-LR010627
Set No. Cylinder ID Slump Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number 1 0109 5.00 1:39AM 92 90 N/A N/A REPORTED TO: Duke -Weeks Realty Corporation 5495 Belt Line Road, Suite 360 Dallas, Texas 75240 ATTN: Mr. Jeff Langston CONTRACTOR: Butler Construction Location of Sample Set Number Location Quantity Represented 1 Pier L.1 -4 10/10 Design Information Source of Concrete Mix Identification Specified Strength p.s.i. Potter 9337 3000 Test Results Cylinder Data REE CONCRETE CYLINDER TEST REPORT Freeport 9 Coppell Road at Bethel Road Coppell, Texas GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS Er1GIl REPORT NO. 100 REG PROJECT NO. 7888 SAMPLE DATE: 06 27 01 TECHNICIAN: J. Johnson Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 1 0109 0109 0109 0109 07 -04 -01 07 -25 -01 07 -25 -01 Hold 7 28 28 H 114300 139100 139690 4040 4920 4940 4930 Mail Distribution: (1) Duke -Weeks Realty Corporation/ Mr. Jeff Langston (1) Butler Construction /Mr. David Husted (1) Pacheco Koch, Inc. /Mr. Jack Evans (1) City of Coppel /Mr. Lee Stone (1) City of Coppel /Mr. Larry Davis (1) HBC Engineering /Mr. Bob Baker Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith Atkins KEA/je 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 GR DIJI REPORTED TO: Duke -Weeks Realty Corporation 5495 Belt Line Road, Suite 360 Dallas, Texas 75240 ATTN: Mr. Jeff Langston CONTRACTOR: Butler Construction REPORT OF FIELD DENSITY TESTS Freeport 9 Coppell Road at Bethel Road Coppell, Texas REEL? Et 1611 EEE EEE RI GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT NO. 18 REPORT DATE: 06 27 01 REG PROJECT NO. 7888 TECHNICIAN: L. Johnson PAGE: 1 of 2 Proctor No. ASTM Standard Description Optimum Moisture, Maximum Density, PCF 1 D -698 Yellowish brown clay (lime- treated) 2 D -698 Brown clay (lime- treated) 3 D -698 Light brown clay 4a D -698 Brown clay w /trace of red sand 15.5 21.0 18.0 15.0 106.0 97.0 102.0 104.0 Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture Proctor ID Compaction Level 229 05 -31 -01 Paving: 110'S, 30'W(1) 230 Paving: 115'S, 35'W(1) 231 Paving: 111'S, 33'W(1) 232 Paving: 40'S, 60'W(1) 233 Paving: 42'S, 63'W(1) 234 Paving: 44'S, 66'W(1) 235 Paving: 20'S, 25'E(1) 236 Paving: 22'S, 28'E(1) 237 Paving: 24'S, 31'E(1) 238 Paving: 100'N, 45'E(1) 239 Paving: 98'N, 48'E(1) 240 Paving: 96'N, 46'E(1) 241 Paving: 115'S, 115'W(1) 242 Paving: 113'S, 113'W(1) 243 Paving: 111'S, 111'W(1) 244 Paving: 115'S, 170'W(1) 245 Paving: 113'S, 168'W(1) 246 Paving: 111'5, 166'W(1) 247 Paving: 109'S, 164'W(1) 248 Paving: 227'N, 45'E(1) 249 Water Easement Box: 160'S, 30'E(2) 2.0 100.8 18.1 4a 96.9 1.3 101.1 17.9 4a 97.2 0.6 99.8 19.1 4a 96.0 2.0 99.6 18.2 4a 95.8 1.3 98.9 21.2 3 97.0 0.6 98.1 21.7 3 96.2 2.0 97.7 22.0 3 95.8 1.3 98.3 21.4 3 96.4 0.6 103.0 18.2 1 97.2 2.0 101.9 19.4 1 96.1 1.3 101.5 19.5 1 95.8 0.6 98.3 21.4 3 96.4 3.0 97.0 22.7 3 95.1 2.3 99.4 19.4 4a 95.6 1.6 99.7 19.1 4a 95.9 4.0 100.2 18.9 4a 96.2 3.3 98.0 21.7 3 96.1 2.6 97.7 22.0 3 95.8 1.9 98.1 21.6 3 96.2 1.0 101.1 19.4 1 95.4 5.1 101.5 19.5 1 95.8 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 G R O U REPORT NO. 18 REPORT DATE: 06 -27 -01 REG PROJECT NO. 7888 PAGE: 2 of 2 Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture Proctor ID Compaction Level 250 05 -31 -01 Water Easement Box: 162'S, 31'E(2) 4.4 101.9 19.2 1 96.1 251 Water Easement Box: 161'S, 30'E(2) 3.7 103.0 19.1 1 97.2 252 Water Easement Box: 163'S, 32'E(2) 3.0 98.3 21.4 3 96.4 253 Water Easement Box: 161'S, 30'E(2) 2.3 102.7 17.7 1 96.9 254 Water Easement Box: 162'S, 31'E(2) 1.6 98.9 20.9 3 97.0 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.E. building corner. (2) Measurements referenced from S.W. building corner. Mail Distribution: (1) Duke -Weeks Realty Corporation/ Mr. Jeff Langston (1) Butler Construction /Mr. David Husted (1) Pacheco Koch, Inc. /Mr. Jack Evans (1) City of Coppel /Mr. Lee Stone (1) City of Coppel /Mr. Larry Davis (1) HBC Engineering /Mr. Bob Baker Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. BW /cg REPORTED TO: Duke -Weeks Realty Corporation 5495 Belt Line Road, Suite 360 Dallas, Texas 75240 ATTN: Mr. Jeff Langston CONTRACTOR: Butler Construction REPORT OF FIELD DENSITY TESTS Freeport 9 Coppell Road at Bethel Road Coppell, Texas REPORT NO. 37 REPORT DATE: 06 -27 -01 REG PROJECT NO. 7888 TECHNICIAN: L. Johnson PAGE: 1 of 3 Proctor No. ASTM Standard Description Optimum Moisture, Maximum Density, PCF 1 D -698 Yellowish brown clay (lime- treated) 2 D -698 Brown clay (lime- treated) 3 D -698 Light brown clay 4 D -698 Reddish brown sandy clay 15.5 21.0 18.0 16.0 106.0 97.0 102.0 99.0 Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture Proctor ID Compaction Level 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 06 -01 -01 Storm Storm Storm Storm Storm Storm Storm Storm Line SD -1.0: STA 0 +75 Line SD -1.0: STA 0 +78 Line SD -1.0: STA 0 +81 Line SD -1.0: STA 0 +84 Line SD -1.0: STA 0 +87 Line SD -1.0: STA 2 +25 Line SD -1.0: STA 2 +22 Line SD -1.0: STA 2 +19 Storm Line SD -1.0: STA 2 +16 Storm Line SD -1.0: STA 2 +13 Storm Line SD -1.0: STA 2 +10 Storm Line SD -1.0: STA 3 +75 Storm Line SD -1.0: STA 3 +72 Storm Line SD -1.0: STA 3 +69 Water Line: 141'N, 435'E(1) Water Line: 141'N, 432'E(1) Water Line: 141'N, 429'E(1) Water Line: 141'N, 426'E(1) Water Line: 141'N, 285'E(1) Water Line: 141'N, 282'E(1) Water Line: 141'N, 279'E(2) Water Line: 141'N, 276'E(2) Sanitary Line: 20'S, 30'W(2) Sanitary Line: 20'S, 33'W(2) Sanitary Line: 20'S, 36'W(2) Sanitary Line: 20'S, 39'W(2) Sanitary Line: 20'S, 42'W(2) Sanitary Line: 20'S, 45'W(2) 3.5 2.8 2.1 1.4 0.8 4.5 3.8 3.1 2.4 1.7 0.8 2.2 1.5 0.8 2.8 2.1 1.4 0.8 2.8 2.1 1.4 0.8 3.5 2.8 2.1 1.7 0.7 0.0 97.6 94.8 103.4 102.5 103.5 102.5 95.7 94.5 102.8 95.8 102.6 103.5 102.3 95.2 94.3 95.6 103.1 102.7 101.7 102.4 102.9 95.8 95.6 95.4 101.5 102.3 102.9 101.5 17.9 20.0 21.1 22.2 21.3 22.0 19.2 20.5 18.7 19.3 20.0 19.3 22.4 19.8 20.6 19.2 18.1 18.7 20.0 22.3 18.4 19.2 19.6 19.9 19.6 22.4 21.6 19.7 98.6 95.8 96.6 95.8 96.7 95.8 96.7 95.5 97.0 96.8 95.9 96.7 95.6 96.2 95.3 96.6 97.3 96.9 95.9 95.7 97.1 96.8 96.6 96.4 95.8 95.6 96.2 95.8 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 REPORT NO. 37 REPORT DATE: 06 27 01 REG PROJECT NO. 7888 PAGE: 2 of 3 Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture Proctor ID Compaction Level 283 06 -01 -01 Sanitary Line: 20'S, 10'W(3) 4.0 101.7 19.4 1 95.9 284 Sanitary Line: 20'S, 13'W(3) 3.3 101.9 19.4 1 96.1 285 Sanitary Line: 20'S, 16'W(3) 2.6 100.7 20.6 1 95.0 286 Sanitary Line: 20'S, 19'W(3) 1.9 103.1 21.6 3 96.4 287 Sanitary Line: 20'S, 22'W(3) 1.1 101.7 19.7 1 95.9 288 Sanitary Line: 20'S, 25'W(3) 0.0 95.6 19.7 4 96.6 289 06 -04 -01 Sanitary Line: 20'S, 5'W(2) 4.5 95.2 23.3 2 98.1 290 Sanitary Line: 20'S, 8'W(2) 3.8 103.4 21.3 3 96.6 291 Sanitary Line: 20'S, 11'W(2) 3.1 103.5 20.3 3 96.7 292 Sanitary Line: 20'S, 14'W(2) 2.4 104.0 21.1 3 97.2 293 Sanitary Line: 20'S, 17'W(2) 1.7 94.8 23.3 2 97.7 294 Sanitary Line: 20'S, 20'W(2) 0.8 93.6 23.6 2 96.5 295 Sanitary Line: 20'S, 22'W(2) 0.0 93.2 23.9 2 96.1 296 Storm Line SD -1.0: STA 5 +00 3.0 94.2 19.9 4 95.2 297 Storm Line SD -1.0: STA 4 +95 2.3 95.6 18.5 4 96.6 298 Storm Line SD -1.0: STA 4 +90 1.6 103.5 20.4 3 96.7 299 Storm Line SD -1.0: STA 4 +85 0.8 102.8 21.0 3 96.1 300 Storm Line SD -1.0: STA 6 +50 2.2 96.2 17.9 4 97.2 301 Storm Line SD -1.0: STA 6 +45 1.5 94.8 19.3 4 95.8 302 Storm Line SD -1.0: STA 6 +40 0.8 102.2 21.6 3 95.5 303 06 -05 -01 Sanitary Line: 30'N, 10'E(4) 4.5 95.2 19.9 4 96.2 304 Sanitary Line: 27'N, 10'E(4) 3.8 95.1 19.8 4 96.1 305 Sanitary Line: 24'N, 10'E(4) 3.1 94.4 20.7 4 95.4 306 Sanitary Line: 21'N, 10'E(4) 2.4 103.4 21.6 3 96.6 307 Sanitary Line: 19'N, 10'E(4) 1.7 94.3 24.9 2 97.2 308 Sanitary Line: 17'N, 10'E(4) 0.8 93.9 23.1 2 96.8 309 Sanitary Line: 15'N, 10'E(4) 0.0 92.5 24.1 2 95.4 310 Sanitary Line: 181'N, 10'E(4) 5.0 102.0 19.1 1 96.2 311 Sanitary Line: 179'N, 10'E(4) 4.3 102.8 18.6 1 97.0 312 Sanitary Line: 176'N, 10'E(4) 3.6 102.8 21.7 3 96.1 313 Sanitary Line: 173'N, 10'E(4) 2.9 94.4 20.7 4 95.4 314 Sanitary Line: 170'N, 10'E(4) 2.2 102.3 19.2 1 96.5 315 Sanitary Line: 167'N, 10'E(4) 1.5 93.4 24.6 2 96.3 316 Sanitary Line: 164'N, 10'E(4) 0.8 94.2 23.9 2 97.1 317 Sanitary Line: 161'N, 10'E(4) 0.0 94.5 23.6 2 97.4 318 Storm Line Lateral 1.2: STA 0 +05 2.5 95.2 19.9 4 96.2 319 Storm Line Lateral 1.2: STA 0 +07 1.8 96.1 18.5 4 97.1 320 Storm Line Lateral 1.2: STA 0 +10 1.1 102.5 22.1 3 95.8 321 Storm Line Lateral 1.2: STA 0 +13 0.8 101.8 21.9 3 95.1 322 06 -06 -01 Site Fill: 30'S, 50'E(5) 0.0 101.8 22.7 3 95.1 323 Site Fill: 105'S, 30'W(5) 0.0 102.0 22.5 3 95.3 324 Site Fill: 35'S, 58'WW(5) 0.0 95.2 19.8 4 96.2 325 Site Fill: 105'S, 105'W(5) 0.8 94.8 20.0 4 95.8 326 Site Fill: 105'S, 107'W(5) 0.0 95.1 19.9 4 96.1 327 Site Fill: 106'S, 169'W(5) 1.2 101.9 22.6 3 95.2 328 Site Fill: 106'S, 167'W(5) 0.5 102.9 21.6 3 96.2 REPORT NO. 37 REPORT DATE: 06 27 01 REG PROJECT NO. 7888 PAGE: 3 of 3 Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture Proctor ID Compaction Level 329 06 -06 -01 Site Fill: 106'S, 165'W(5) 0.0 103.7 21.1 3 93.9 330 Site Fill: 100'S, 275'W(5) 0.0 102.1 22.4 3 95.4 331 Site Fill: 12'S, 269'W(5) 0.0 102.9 21.8 3 96.2 332 Site Fill: 100'S, 50'E(5) 0.0 96.0 19.1 4 97.0 333 Site Fill: 229'N, 45'E(5) 0.5 102.0 22.5 3 95.3 334 Site Fill: 227'N, 47'E(5) 0.0 96.0 19.0 4 97.0 335 Site Fill: 130'N, 60'E(1) 2.0 95.4 19.4 4 96.4 336 Site Fill: 131'S, 59'E(1) 1.3 96.3 18.5 4 97.3 337 Site Fill: 132'S, 57'E(1) 0.6 104.5 20.1 3 97.7 338 Site Fill: 133'S, 58'E(1) 0.0 103.1 21.4 3 96.4 339 Storm Line SD -1.0: STA 8 +00 0.8 96.5 18.6 4 97.5 340 Storm Line Lateral 1.4: STA 0 +10 0.8 96.1 18.8 4 97.1 341 Storm Line SD -1.0: STA 9 +50 0.8 103.6 21.2 3 96.8 342 06 -07 -01 Sanitary Line: 8'N, 40'E(6) 5.5 102.7 22.1 3 96.0 343 Sanitary Line: 8'N, 37'E(6) 4.8 101.7 19.5 1 95.9 344 Sanitary Line: 8'N, 34'E(6) 4.1 102.0 19.3 1 96.2 345 Sanitary Line: 8'N, 31'E(6) 3.4 102.4 22.3 3 95.7 346 Sanitary Line: 8'N, 28'E(6) 2.7 102.1 22.6 3 95.4 347 Sanitary Line: 8'N, 25'E(6) 2.0 104.0 20.6 3 97.2 348 Sanitary Line: 8'N, 22'E(6) 1.3 95.1 23.1 2 98.0 349 Sanitary Line: 8'N, 19'E(6)1 0.8 94.3 23.8 2 97.2 350 Sanitary Line: 8'N, 16'E(6) 0.0 92.5 25.6 2 95.4 351 Water Line: 141'S, 155'E(1) 2.8 100.7 18.3 4 96.8 352 Water Line: 141'S, 157'E(1) 2.1 99.6 19.1 4 95.8 353 Water Line: 141'S, 159'E(1) 1.4 101.1 17.9 4 97.2 354 Water Line: 141'S, 162'E(1) 0.8 103.1 21.6 3 96.4 355 Water Line: 152'S, 15'E(1) 2.8 100.8 18.2 4 96.9 356 Water Line: 152'S, 13'E(1) 2.1 99.2 19.7 4 95.4 357 Water Line: 152'S, 11'E(1) 1.4 103.4 21.3 3 96.6 358 Water Line: 152'S, 9'E(1) 0.8 102.5 22.2 3 95.8 359 Storm Line Later 1.5: STA 0 +14 1.5 102.2 19.1 1 96.4 360 Storm Line Later 1.5: STA 0 +10 0.8 101.8 22.8 3 95.1 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.W. building corner. (2) Measurements referenced from Grid Line B.0 -20.0. (3) Measurements referenced from Grid Line A.75 -22.25 (4) Measurements referenced from S.E. building corner. (5) Measurements referenced from Grid Line F.0- 22.25. Mail Distribution: (1) Duke -Weeks Realty Corporation/ Mr. Jeff Langston (1) Butler Construction /Mr. David Husted (1) Pacheco Koch, Inc. /Mr. Jack Evans (1) City of Coppel /Mr. Lee Stone (1) City of Coppel /Mr. Larry Davis (1) HBC Engineering /Mr. Bob Baker Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. BW /mm REPORTED TO: Duke -Weeks Realty Corporation 5495 Belt Line Road, Suite 360 Dallas, Texas 75240 ATTN: Mr. Jeff Langston CONTRACTOR: Butler Construction Location of Sample Design Information Test Results 1=1E_ =n CONCRETE CYLINDER TEST REPORT Freeport 9 Coppell Road at Bethel Road Coppell, Texas GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT NO. 99 REG PROJECT NO. 7888 SAMPLE DATE: 06 TECHNICIAN: R. Yeoman Set Number I Location Quantity Represented 1 2 3 4 Panel 136 Panel 130 Panel 120 Panel 113 50/410 140/410 220/410 350/410 Source of Concrete I Mix Identification Specified Strength p.s.i. Potter 9349 4000 Set No. Cylinder ID Date Tested Age Test Total Load I bs. Compressive Strength p.s.i. Average Strength p.s.i. 1 9883 9883 9883 9883 2 9884 9884 9884 9884 3 9885 9885 9885 9885 4 9886 9886 9886 9886 07 -04 -01 07 -25 -01 07 -25 -01 Hold 07 -04 -01 07 -25 -01 07 -25 -01 Hold 07 -04 -01 07 -25 -01 07 -25 -01 Hold 07 -04 -01 07 -25 -01 07 -25 -01 Hold 7 28 28 H 7 28 28 H 7 28 28 H 7 28 28 H 102320 134190 139290 122880 158590 163560 119870 148980 152710 113650 142490 151480 3620 4750 4930 4350 5610 5790 4240 5270 5400 4020 5040 5360 4840 5700 5340 5200 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 En�inEE =zinc rIDLW Cylinder Data Set No. Cylinder ID Slump Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number 1 9883 5.50 7:30AM 76 87 N/A 104555 2 9884 6.00 8:15AM 80 89 N/A 104564 3 9885 5.50 9:OOAM 85 90 N/A 104572 4 9886 5.00 10:40AM 88 89 N/A 104585 Mail Distribution: (1) Duke -Weeks Realty Corporation/ Mr. Jeff Langston (1) Butler Construction /Mr. David Husted (1) Pacheco Koch, Inc. /Mr. Jack Evans (1) City of Coppel /Mr. Lee Stone (1) City of Coppel /Mr. Larry Davis (1) HBC Engineering /Mr. Bob Baker Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith Atkins KEA/je