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Freeport NIP(7.6)-LR010515 GEOTECHNICAL AND I~ F::;I I"'1 U F=3 ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport Parkway Extension Freeport Parkway, North of Bethel Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 6 5495 Belt Line Road, Suite 360 REPORT DATE: 05-15-01 Dallas, Texas 75240 REG PROJECT NO. 7623 AT'I'N: Mr. Jeff Langston TECHNICIAN: P. Butler PAGE: 1 of 3 CONTRACTOR: McMahon Contracting Proctor ASTM Optimum Maximum No. Standard Description Moisture, % Density, PCF 1 D-698 Dark brown clay 16.5 103.0 2 D-698 Dark brown & yellow clay 18.5 102.0 3 D-698 Yellowish brown sandy clay 12.5 113.0 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 132 04-07-01 Bldg Pad #11: 50'N, 660'W(1) 1.0 98.6 20.7 2 96.7 133 Bldg Pad #11: 50'N, 720'W(1) 1.0 99.0 21.4 2 97.1 134 Bldg Pad #11: 50'N, 790'W(1) 1.0 99.9 19.6 2 98.0 135 Bldg Pad #11: 50'N, 850'W(1) 1.0 99.5 19.9 2 97.6 136 Bldg Pad #11: 50'N, 900'W(1) 1.0 99.8 19.5 2 97.9 137 Bldg Pad ¢11: 50'N, 970'W(1 ) 1.0 99.3 20.0 2 97.4 138 Bldg Pad ¢11: 50'N, 1040'W(1) 1.0 110.7 15.8 3 98.0 139 Bldg Pad ¢11: 50'N, 1100'W(1) 1.0 109.6 17.1 3 97.0 140 Bldg Pad ¢11: 50'N, 1150'W(1) 1.0 98.0 20.1 2 96.1 141 Bldg Pad #11: 140'N, 1120'W(1) 1.0 98.3 21.0 2 96.4 142 Bldg Pad ¢11' !40'N, 1 ! 00'W(1 ) 1.0 98.8 20.6 2 96.9 143 Bldg Pad #11: 140'N, 1070'W(1) 1.0 99.1 19.7 2 97.2 144 Bldg Pad #11: 140'N, 1010'W(1) 1.0 109.2 17.7 3 96.6 145 Bldg Pad #11: 140'N, 960'W(1) 1.0 99.9 19.9 2 98.0 146 Bldg Pad #11: 140'N, 890'W(1) 1.0 100.4 17.0 3 97.7 147 Bldg Pad ¢11: 140'N, 820'W(1) 1.0 97.8 21.4 2 95.9 148 Bldg Pad #11: 140'N, 750'W(1) 1.0 97.4 21.6 2 95.5 149 Bldg Pad #11: 140'N, 690'W(1 ) 1.0 97.9 22.0 2 96.0 150 Bldg Pad #9: 100'N, 200'W(2) 2.5 97.7 21.7 2 95.8 151 Bldg Pad #9: 100'N, 300'W(2) 2.5 97.3 22.1 2 95.4 152 Bldg Pad #9: 100'N, 400'W(2) 2.5 97.9 23.1 2 96.0 153 Bldg Pad #9: 100'N, 500'W(2) 2.5 96.7 23.4 2 94.9 154 Bldg Pad #9: 185'N, 520'W(2) 2.5 97.1 23.0 2 95.2 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 REPORT NO. 8 REPORT DATE: 05-15-01 REG PROJECT NO. 7623 PAGE: 2 of 3 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 155 04-07-01 Bldg Pad #9: 185'N, 450'W(2) 2.5 95.9 22.7 2 94.1 156 Bldg Pad fl9: 185'N, 365'W(2) 2.5 95.5 23.5 2 93.7 157 Bldg Pad #9: 185'N, 250'W(2) 2.5 94.7 23.1 2 92.9 158 Bldg Pad #9: 185'N, 200'W(2) 2.5 95.4 22.9 2 93.6 159 Bldg Pad #9: 200'N, 200'W(2) 2.0 96.6 21.9 2 94.8 160 Bldg Pad #9: 200'N, 275'W(2) 2.0 108.1 17.5 3 95.7 161 Bldg Pad #9: 200'N, 350'W(2) 2.0 108.5 170 3 96.1 162 Bldg Pad fl9: 200'N, 410'W(2) 2.0 108.2 17.3 3 95.8 163 Bldg Pad #9: 200'N, 510'W(2) 2.0 99.1 20.8 2 97.2 164 Bldg Pad #9:110'N, 500'W(2) 2.0 98.5 21.0 2 96.6 165 Bldg Pad fl9:110'N, 420'W(2) 2.0 109.7 17.4 3 97.1 166 Bldg Pad #9:110'N, 350'W(2) 2.0 98.3 20.6 2 96.4 167 Bldg Pad #9:110'N, 280'W(2) 2.0 109.6 14.6 3 97.0 168 Bldg Pad #9:110'N, 200'W(2) 2.0 108.5 14.2 3 96.1 169 Bldg Pad #11' 35'N, 25'W(1 ) 2.0 109.7 15.1 3 97.1 170 Bldg Pad #11' 35'N, 90'W(1 ) 0.0 108.9 14.6 3 96.5 171 Bldg Pad #11' 35'N, 140'W(1) 0.0 110.0 16.1 3 97.3 172 Bldg Pad #11' 35'N, 200'W(1) 0.0 109.7 17.0 3 97.1 173 Bldg Pad #11' 35'N, 280'W(1) 0.0 98.5 21.4 2 96.6 174 Bldg Pad #11' 35'N, 345'W(1 ) 0.0 99.3 20.7 2 97.4 175 Bldg Pad #11' 35'N, 395'W(1 ) 0.0 109.4 15.4 3 96.8 176 Bldg Pad #11' 35'N, 460'W(1 ) 0.0 97.8 21.1 2 95.9 177 Bldg Pad #11' 35'N, 520'W(1) 0.0 108.8 17.2 3 96.4 178 04-09-01 Bldg Pad #11' 35'N, 600'W(1) 0.0 98.9 21.6 2 97.0 179 Bldg Pad #11' 35'N, 700'W(1 ) 0.0 99.1 21.2 2 97.2 180 Bldg Pad #11' 35'N, 800'W(1 ) 0.0 99.9 20.0 2 98.0 181 Bldg Pad #11' 35'N, 900'W(1 ) 0.0 97.3 22.6 2 95.4 182 Bldg Pad #11' 35'N, 1000'W(1) 0.0 97.9 22.0 2 96.0 183 Bldg Pad #11' 35'N, 1100'W(1) 0.0 98.1 21.8 2 96.2 184 Bldg Pad #11' 135'N, 1140'W(i) 0.0 97.7 21.7 2 95.8 185 Bldg Pad #11' 135'N, 1040'W(1) 0.0 97.0 22.9 2 95.1 t86 Bldg Pad #11' 135'N, 940'W(1 ) 0.0 98.3 21.9 2 96.4 187 Bldg Pad #11' 135'N, 840'W(1) 0.0 98.7 21.4 2 96.8 188 Bldg Pad #11' 135'N, 740'W(1 ) 0.0 99.2 21.1 2 97.3 189 Bldg Pad #11' 135'N, 640'W(1 ) 0.0 98.9 20.8 2 97.0 190 Bldg Pad #11' 135'N, 540'W(1 ) 0.0 99.8 20.0 2 97.9 191 Bldg Pad #11' 135'N, 440'W(1) 0.0 98.2 19.7 2 96.3 192 Bldg Pad #11: 135'N, 340'W(1) 0.0 99.2 19.9 2 97.3 193 Bldg Pad #11: 135'N, 240'W(1) 0.0 97.9 20.4 2 96.0 194 Bldg Pad #11: 135'N, 140'W(1) 0.0 98.4 19.8 2 96.5 195 Bldg Pad #11: 135'N, 40'W(1) 0.0 99.6 19.5 2 97.7 REPORT NO. 8 REPORT DATE: 05-15-01 REG PROJECT NO. 7623 PAGE: 3 of 3 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 196 04-09-01 Bldg Pad #12: 100'N, 50'W(3) 2.0 96.2 21.5 1 93.4 197 Bldg Pad #12: 200'N, 50'W(3) 2.0 97.9 21.4 1 95.1 198 Bldg Pad #10: 50'N, 100'W(4) 2.0 96.8 22.0 2 94.9 199 Storm Box Culvert: STA 7+00 1.0 100.5 17.7 1 97.6 200 Storm Box Culvert: STA 7+25 3.0 98.7 18.1 1 95.9 201 Storm Box Culvert: STA 7+50 5.0 99.0 17.6 1 96.2 202 Storm Box Culvert: STA 8+00 7.0 100.0 18.4 1 97.1 203 Bldg Pad #10: 125'N, 125'W(4) 2.0 97.5 21.7 2 95.6 204 Bldg Pad #10: 100'N, 100'W(4) 2.0 97.0 22.1 2 95.1 205 Bldg Pad #10:150'N, 100'W(4) 2.5 97.9 20.6 2 96.0 206 Bldg Pad #10: 200'N, 100'W(4) 2.5 97.0 20.4 2 95.1 207 Bldg Pad #10: 250'N, 100'W(4) 2.5 97.2 21.7 1 94.4 208 Bldg Pad #10: 300'N, 100'W(4) 3.0 96.4 23.0 1 93.6 209 BIdg Pad #10: 330'N, 100'W(4) 3.5 98.3 21.4 1 95.5 210 Bldg Pad #10: 390'N, 100'W(4) 4.0 97.4 22.8 1 94.6 211 Bldg Pad #10: 375'N, 175'W(4) 5.5 98.0 21.1 2 96.1 212 Bldg Pad #10: 275'N, 175'W(4) 2.5 99.9 20.7 1 97.0 213 Bldg Pad #10: 200'N, 178'W(4) 2.0 97.7 21.4 2 95.8 214 Bldg Pad #10: 175'N, 175'W(4) 2.0 97.0 22.0 2 95.1 215 Bldg Pad #10: 150'N, 175'W(4) 2.0 98.1 21.3 2 96.2 216 Bldg Pad #10: 100'N, 175'W(4) 2.0 99.0 19.9 2 97.1 217 Bldg Pad #10: 50'N, 175'W(4) 2.0 100.0 20.6 1 97.1 218 Bldg Pad #12: 250'N, 50'W(3) 2.0 98.2 21.4 1 95.4 219 Bldg Pad #12: 350'N, 50'W(3) 2.0 97.8 21.0 1 95.0 220 Bldg Pad #12: 400'N, 50'W(3) 2.0 97.4 21.3 1 94.6 221 Bldg Pad #12: 450'N, 50'W(3) 2.0 97.3 21.5 1 94.5 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.E. corner of Building #11. (2) Measurements referenced from S.E. corner of Building #9. (3) Measurements referenced from S.E. corner of Building #12 (4) Measurements referenced from S.E. corner of Building #10. Mail Submitted by: Distribution: (1) Duke-Weeks Realty Corporation/ Mr. Jeff Langston REED ENGINEERING GROUP, INC. (1) McMahon Contracting/ Mr. Bruce Roebuck Original Signed By (1) City of Coppell/Mr. Larry Davis Ronald F. Reed, P.E. KA/cg I~1 E~ E~ [~1I ~ I--I r~ I I--I E~ E~ F~I I I--I GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport Parkway Extension Freeport Parkway, North of Bethel Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 14 5495 Belt Line Road, Suite 360 REPORT DATE: 05-15-01 Dallas, Texas 75240 REG PROJECT NO. 7623 A'I'TN: Mr. Jeff Langston TECHNICIAN: P. Butler PAGE: 1 of 3 CONTRACTOR: McMahon Contracting Proctor ASTM I Optimum Maximum No. StandardI Description Moisture, % Density, PCF 1 D-698 Dark brown clay 16.5 103.0 2 D-698 Dark brown & yellow clay 18.5 102.0 3 D-698 Yellowish brown sandy clay 12.5 113.0 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 530 04-21-01 Bldg 12: 40'N, 40'E(1) 0.0 97.5 21.0 2 95.6 531 Bldg 12: 110'N, 40'E(1) 0.0 98.1 20.4 2 96.1 532 Bldg 12: 180'N, 40'E{1) 0.0 97.9 21.5 2 96.0 533 BIdg 12: 270'N, 40'E(1) 0.0 98.5 20.6 2 96.6 534 Bldg 12: 370'N, 40'E(1) 0.0 98.0 21.2 2 96.1 535 Bldg 12: 450'N, 40'E{1) 0.0 98.9 20.4 2 97.0 536 Bldg 12: 550'N, 40'E(1) 0.0 98.3 19.7 2 96.4 537 Bldg 12: 540'N, 100'E(1) 0.0 98.5 20.0 2 96.6 538 Bldg 12: 440'N, 100'E(1) 0.0 107.4 16.4 2 95.1 539 Bldg 12: 300'N, 100'E(1) 0.0 98.2 21.0 2 96.3 540 Bldg 12: 220'N, 100'E(1) 0.0 97.4 20.6 2 95.5 541 Bldg 12: 150'N, 100'E(1) 0.0 97.1 21.1 2 95.2 542 Bldg 12: 15'N, 100'E(1) 0.0 08.8 16.4 3 96.3 543 Bldg 12: 35'N, 190'E(1) 0.0 108.4 14.6 3 96.0 544 Bldg 12: 150'N, 190'E(1) 0.0 108.2 15.2 3 95.8 545 Bldg 12: 260'N, 190'E(1) 0.0 98.4 20.2 2 96.5 546 Bldg 12: 470'N, 190'E(1) 0.0 97.8 20.9 2 95.9 547 Bldg 12: 530'N, 200'E(1) 0.0 98.3 20.1 2 96.4 548 Bldg 9: 25'N, 75'E(1) 2.0 107.5 15.8 3 95.2 549 Bldg 9: 25'N, 265'E(1) 2.0 108.1 16.1 3 95.7 550 Bldg 9: 20'N, 450'E(2) 2.0 97.6 21.0 2 95.7 551 Bldg 9: 25'N, 580'E(2) 2.0 96.9 21.7 2 95.0 552 Bldg 9: 90'N, 20'E(2) 2.0 97.3 20.6 2 95.4 553 BIdg 9: 75'N, 180'E(2) 2.0 108.5 17.0 3 96.0 554 Bldg 9: 75'N, 365'E(2) 2.0 107.4 17.5 3 95.1 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 " T REPORT NO. 14 REPORT DATE: 05-15-01 REG PROJECT NO. 7623 PAGE: 2 of 3 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 555 04-21-01 Bldg 9: 75'N, 430'E(1) 2.0 107.7 17.1 3 95.4 556 Bldg 9: 75'N, 590'E(1) 2.0 108.5 16.1 3 96.1 557 Bldg 9: 180'N, 20'E(1) 2.0 110.0 15.1 3 97.4 558 Bldg 9: 180'N, 110'E(1) 2.0 110.7 13.5 3 98.0 559 Bldg 9: 180'N, 200'E(1) 2.0 99.0 20.0 2 97.1 560 Bldg 9: 180'N, 320'E(1) 2.0 108.7 14.0 3 96.3 561 Bldg 9: 180'N, 410'E(1) 2.0 109.7 15.1 3 97.1 562 Bldg 9: 180'N, 510'E(1) 2.0 97.6 20.4 2 95.7 563 Bldg 9: 180'N, 630'E(1) 2.0 98.1 21.2 2 96.2 564 Bldg 9: 280'N, 20'E(1) 2.0 108.2 16.5 3 95.8 565 Bldg 9: 280'N, 130'E{1) 2.0 109.8 14.3 3 97.2 566 Bldg 9: 280'N, 240'E(1 ) 2.0 108.4 13.2 3 96.0 567 Bldg 9: 280'N, 350'E(1) 2.0 107.4 16.5 3 95.1 568 Bldg 9: 280'N, 440'E(1) 2.0 107.7 16.1 3 95.4 569 Bldg 9: 280'N, 530'E(1) 2.0 107.2 16.5 3 94.9 570 04-23-01 Bldg 9: 14'S, 60'E(2) 2.0 97.6 21.7 2 95.7 571 Bldg 9: 95'S, 15'E(2) 2.0 98.3 20.0 2 96.4 572 Bldg 9: 20'S, 15'E(2) 2.0 97.0 21.5 2 95.1 573 Bldg 9: 25'S, 110'E(2) 2.0 98.5 20.4 2 96.6 574 Bldg 9: 90'S, 120'E(2) 2.0 99.3 19.9 2 97.1 575 Bldg 9: 20'S, 200'E(2) 2.0 98.1 20.2 2 96.2 576 Bldg 9: 901'S, 220'E(2) 2.0 99.0 19.5 2 97.1 577 Bldg 9: 20'S, 300'E(2) 2.0 97.9 20.2 2 96.0 578 Bldg 9: 100'S, 305'E(2) 2.0 96.9 22.1 2 95.0 579 Bldg 9: 15'S, 380'E(2) 2.0 97.8 22.0 2 95.9 580 Bldg 9: 105'S, 380'E(2) 2.0 97.3 21.9 2 95.4 581 Bldg 9: 20'S, 460'E(2) 2.0 98.3 21.1 2 96.4 582 Bldg 9: 100'S, 460'E(2) 2.0 99.6 19.8 2 97.7 583 Bldg 9: 20'S, 550'E(2) 2.0 99.0 19.9 2 97.1 584 Bldg 9: 100'S, 550'E(2) 2.0 98.0 20.2 2 96.1 585 Bldg 9: 20'S, 630'E(2) 2.0 97.1 22.1 2 95.2 586 Bldg 9: 100'S, 665'E(2) 2.0 96.9 22.5 2 95.0 587 Bldg 9: 30'N, 20'E(3) 1.0 97.8 21.9 2 95.9 588 Bldg 9: 30'N, 120'E(3) 1.0 97.3 21.4 2 95.4 589 Bldg 9: 95'N, 30'E(3) 1.0 98.0 21.6 2 96.1 590 Bldg 9: 90'N, 100'W(3) 1.0 97.3 22.1 2 95.4 591 Bldg 9: 170'N, 100'W(3) 1.0 98.5 20.6 2 96.6 592 Bldg 9: 170'N, 25'W(3) 1.0 99.0 19.9 2 97.1 593 Bldg 9: 30'N, 20'W(3) 0.0 98.3 20.1 2 96.4 594 Bldg 9: 30'N, 120'W(3) 0.0 108.2 17.2 3 95.8 595 Bldg 9: 80'N, 30'W(3) 0.0 108.7 17.0 3 96.2 596 Bldg 9: 100'N, 115'W(3) 0.0 108.4 16.4 3 96.0 597 Bldg 9: 190'N, 10'W(3) 0.0 98.8 21.0 2 96.9 598 Bldg 9: 190'N, 80'W(3) 1.0 99.3 19.5 2 97.4 599 Bldg 9: 45'N, 150'W(3) 1.0 107.8 17.4 3 95.4 600 Bldg 9: 45'N, 310'W(3) 1.0 108.1 17.0 3 95.7 601 Bldg 9: 45'N, 475'W(3) 1.0 98.3 20.0 2 96.4 REPORT NO. 14 REPORT DATE: 05-15-01 REG PROJECT NO. 7623 PAGE: 3 of 3 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 602 04-23-01 Bldg 9: 50'N, 40'W(3) 1.0 98.2 20.2 2 96.3 603 Bldg 9: 65'N, 120'W(3) 1.0 99.1 19.7 2 97.2 604 Bldg 9: 55'N, 225'W(3) 1.0 99.9 19.5 2 98.0 605 Bldg 9: 60'N, 330'W(3) 1.0 99.0 20.4 2 97.1 606 Bldg 9: 70'N, 515'W(3) 1.0 98.3 21.6 2 96.4 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.W building corner. (2) Measurements referenced from N.W. building corner. (3) Measurements referenced from S.E. building corner. Mail Submitted by: Distribution: (1) Duke-Weeks Realty Corporation/ Mr. Jeff Langston REED ENGINEERING GROUP, INC. (1) McMahon Contracting/ Mr. Bruce Roebuck Original Signed By (1) City of Coppell/Mr. Larry Davis Ronald F. Reed, P.E. BW/mm GEOTECHNICALAND I ~ F;;I I--11 I ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport Parkway Extension Freeport Parkway, North of Bethel Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 12 5495 Belt Line Road, Suite 360 REPORT DATE: 05-15-01 Dallas, Texas 75240 REG PROJECT NO. 7623 ATTN: Mr. Jeff Langston TECHNICIAN: P. Butler PAGE: 1 of 4 CONTRACTOR: McMahon Contracting Proctor ASTM Optimum J Maximum No. Standard Description Moisture, %1 Density, PCF 1 D-698 Dark brown clay 16.5 103.0 2 D-698 Dark brown & yellow clay 18.5 102.0 3 D-698 Yellowish brown sandy clay 12.5 113.0 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 359 04-16-01 Bldg #9: 310'S, 490'W(1) 1.0 107.4 17.1 3 95.1 360 Bldg #9: 310'S, 440'W(1) 1.0 107.8 17.3 3 95.4 361 Bldg #9: 310'S, 360'W(1) 1.0 98.2 19.6 2 96.3 362 Bldg #9: 310'S, 285'W(1) 1.0 98.1 19.9 2 96.2 363 Bldg #9: 305'S, 200'W(1) 1.0 109.4 16.6 3 96.9 364 Bldg #9: 220'S, 110'W(1) 1.0 109.8 15.1 3 97.2 365 Bldg #9: 225'S, 20'W(1) 1.0 107.4 17.0 3 95.1 366 Bldg #9: 150'S, 100'W(1) 1.0 107.3 17.4 3 95.0 367 Bldg #9: 150'S, 45'W(1) 1.0 108.0 16.8 3 95.6 368 Bldg #9: 100'S, 20'W(1) 1.0 108.8 16.1 3 96.3 369 Bldg #9: 45'S, 30'W(1) 1.0 98.0 19.7 2 96.1 370 Btdg #9: 80'S, 120'W(1 ) 1.0 97.8 20.4 2 95.9 371 Bldg #9: 35'S, 115'W(1) 1.0 98.3 20.0 2 96.4 372 Bldg #9: 15'S, 180'W(1) 1.0 108.1 16.6 3 96.0 373 Bldg #9: 50'S, 180'W(1) 1.0 98.5 19.6 2 96.6 374 Bldg #9: 105'S, 180'W(1) 1.0 109.8 15.4 3 97.2 375 Bldg #9: 15'S, 255'W(1) 1.0 108.9 15.1 3 96.4 376 Bldg #9: 50'S, 260'W(1) 1.0 97.7 21.1 2 95.8 377 Bldg #9: 100'S, 255'W(1) 1.0 108.8 15.7 3 96.3 378 Bldg #9: 135'S, 255'W(1) 1.0 109.5 14.9 3 97.0 379 Bldg #9: 20'S, 545'W(1) 0.0 108.0 16.8 3 95.6 380 Bldg #9: 75'S, 545'W(1) 0.0 109.1 17.1 3 96.6 381 Bldg #9: 120'S, 540'W(1) 0.0 109.7 16.4 3 97.1 382 Bid§ #9: 165'S, 540'W(1) 0.0 107.4 17.0 3 95.1 2424 STUTZ DR. - SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 * FAX [214] 350 0019 REPORT NO. 12 REPORT DATE: 05-15-01 REG PROJECT NO. 7623 PAGE: 2 of 4 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 383 04-16-01 Bldg #9: 210'S, 540'W(1) 0.0 97.5 20.0 2 95.6 384 Bldg #9: 265'S, 535'W(1) 0.0 97.4 19.9 2 95,5 385 Bldg #9: 370'S, 535'W(1) 0.0 96.9 20.6 2 95.0 386 Bldg #9: 430'S, 530'W(1) 0,0 96.9 21.0 2 95.0 387 Bldg #9: 30'S, 400'W(1) 0.0 108.7 17.4 3 96.2 388 Bldg #9: 65'S, 400'W(1 ) 0.0 110.5 16.6 3 97.8 389 Bldg #9: 120'S, 400'W(1) 0.0 108.6 16.1 3 96.1 390 Bldg #9: 190'S, 400'W(1) 0.0 109.7 16.5 3 97.1 391 Bldg #9: 260'S, 400'W(1) 0.0 109.6 17.0 3 97.0 392 Bldg #9: 300'S, 400'W(1) 0.0 109.1 16.1 3 96.6 393 Bldg #9: 390'S, 400'W(1) 0.0 107.8 15.6 3 95.4 394 Bldg #9: 450'S, 400'W(1) 0.0 108.6 15.8 3 96.1 395 Bldg #9: 30'S, 280'W(1) 0.0 107.3 17.1 3 95.0 396 Bldg #9: 80'S, 280'W(1) 0.0 108.3 16.2 3 95.8 397 Bldg #9: 130'S, 280'W(1) 0.0 108.0 15.4 3 95.5 398 Bldg #9: 180'S, 280'W(1) 0.0 108.7 15.0 3 96.2 399 Bldg #12: 20'S, 50'W(2) 2.0 96.4 20.6 2 94.6 400 Bldg #12: 80'S, 50'W(2) 2.0 96.8 21.4 2 95.0 401 Bldg #12: 145'S, 50'W(2) 2.0 97.5 22.0 2 95.6 402 Bldg #12: 225'S, 50'W(2) 2.0 96.4 22.6 2 94.6 403 Bldg #12: 275'S, 50'W(2) 2.0 97.5 21.4 2 95.6 404 Bldg #12: 340'S, 50'W(2) 2.0 96.4 22.0 2 94.6 405 Bldg #12: 380'S, 50'W(2) 2.0 96.9 22.2 2 95.1 406 Bldg #12: 440'S, 50'W(2) 2.0 97.0 22.3 2 95.2 407 Bldg #12: 520'S, 50'W(2) 2.0 96.7 21.9 2 94.9 408 Bldg #12: 540'S, 30'W(2) 2.0 97.1 21.4 2 95.3 409 Bldg #12: 300'S, 15'W(2) 2.0 97.2 21.6 2 95.4 410 04-17-01 Bldg #9: 250'S, 285'W(1) 0.0 107.4 13.7 3 95.1 411 Bldg #9: 325'S, 285'W(1) 0.0 108.0 13.5 3 95.6 412 Bldg #9: 390'S, 285'W(1) 0.0 108.5 14.0 3 96.1 413 Bldg #9: 455'S, 285'W(1) 0.0 107.6 13.7 3 95.3 414 Bldg #9: 25'S, 190'W(1) 0.0 107.0 13.9 3 94.7 415 Bldg #9: 70'S, 185'W(1) 0.0 108.2 14.4 3 95.8 416 Bldg #9: 130'S, 180'W(1) 0.0 108.4 13.6 3 96.0 417 Bldg #9: 195'S, 185'W(1) 0.0 107.4 14.1 3 95.1 418 Bldg #9: 240'S, 185'W(1) 0.0 107.0 13.6 3 94.7 419 Bldg #9: 325'S, 190'W(1) 0.0 106.3 13.9 3 94.1 420 Bldg #9: 390'S, 175'W(1) 0.0 106.1 14.4 3 93.9 421 Bldg #9: 430'S, 175'W(1) 0.0 106.8 14.6 3 94.6 422 Bldg #9: 15'S, 100'W(1) 0.0 106.2 14.1 3 94.0 REPORT NO. 12 REPORT DATE: 05-15-01 REG PROJECT NO. 7623 PAGE: 3 of 4 Depth Below Field Field Test Final S. 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Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 423 04-17-01 Bldg #9: 60'S, 100'W(1) 0.0 106.6 13.5 3 94.4 424 Bldg #9: 95'S, 100'W(1) 0.0 107.3 13.7 3 95.0 425 Bldg #9: 190'S, 100'W(1) 0.0 107.3 14.0 3 95.0 426 Bldg #9: 20'S, 20'W(1) 0.0 108.3 13.7 3 95.9 427 Bldg #9: 75'S, 20'W(1) 0.0 107.0 13.5 3 94.8 428 Bldg #9: 130'S, 20'W(1) 0.0 107.5 14.4 3 95.2 429 Bldg #9: 190'S, 20'W(1) 0.0 106.8 15.0 3 94.6 430 Bldg #9: 280'S, 120'W(1) 3.0 96.6 21.4 2 94.8 431 Bldg #9: 340'S, 120'W(1) 3.0 96.2 22.0 2 94.4 432 Bldg #9: 400'S, 120'W(1) 3.0 97.1 20.9 2 95.2 433 Bldg #9: 410'S, 50'W(1) 3.0 96.4 21.7 2 94.6 434 Bldg #9: 340'S, 40'W(1) 3.0 97.5 19.9 2 95.6 435 Bldg #9: 275'S, 30'W(1) 3.0 96.9 20.9 2 95.0 436 04-18-01 Bldg #12: 15'N, 100'W(3) 2.0 107.4 15.1 3 95.1 437 Bldg #12: 130'N, 100'W(3) 2.0 107.2 15.7 3 94.9 438 Bldg #12: 220'N, 100'W(3) 2.0 108.4 16.2 3 96.0 439 Bldg #12: 300'N, 100'W(3) 2.0 109.7 15.4 3 97.1 440 Bldg #12: 380'N, 100'W(3) 2.0 109.0 14.0 3 96.6 441 Bldg #12: 525'N, 100'W(3) 2.0 110.5 13.9 3 97.8 442 Bldg #12: 500'N, 200'W(3) 2.0 109.5 14.6 3 96.9 443 Bldg #12: 400'N, 200'W(3) 2.0 109.8 14.2 3 97.2 444 Bldg #12: 220'N, 200'W(3) 2.0 108.1 14.9 3 95.7 445 Bldg #12: 20'N, 200'W(3) 2.0 108.8 15.1 3 96.4 446 Bldg #12: 50'N, 30'W(3) 1.0 109.6 14.7 3 97.0 447 Bldg #12: 100'N, 30'W(3) 1.0 109.0 13.9 3 96.6 448 Bldg #12: 200'N, 30'W(3) 1.0 108.4 13.8 3 96.0 449 Bldg #12: 300'N, 30'W(3) 1.0 108.6 14.9 3 96.2 450 Bldg #12: 400'N, 30'W(3) 1.0 110.1 14.6 3 97.5 451 Bldg #12: 500'N, 30'W(3) 1.0 109.1 14.0 3 96.7 452 Sediment Basin: 30'N, 100'E(4) 0.0 108.1 15.1 3 95.7 453 Sediment Basin: 30'N, 340'E(4) 0.0 108.6 15.6 3 96.2 454 Sediment Basin: 70'N, 530'E(4) 0.0 108.4 16.2 3 96.0 455 Sediment Basin: 70'N, 750'E(4) 0.0 108.2 16.0 3 95.8 456 Sediment Basin: 100'N, 100'E(4) 0.0 110.1 16.0 3 97.5 457 Sediment Basin: 80'N, 250'E(4) 0.0 109.4 15.5 3 96.8 458 Sediment Basin: 80'N, 410'E(4) 0.0 109.8 15.1 3 97.2 459 Sediment Basin: 80'N, 580'E(4) 0.0 109.2 16.2 3 96.6 460 Sediment Basin: 80'N, 730'E(4) 0.0 108.4 16.0 3 96.0 461 Sediment Basin: 115'N, 15'E(4) 0.0 109.7 15.8 3 97.1 462 Sediment Basin: 135'N, 110'E(4) 0.0 110.0 16.1 3 97.4 REPORT NO. 12 REPORT DATE: 05-15-01 REG PROJECT NO. 7623 PAGE: 4 of 4 Depth Below Field Field Test Final S. 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Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 463 04-18-01 Sediment Basin: 135'N, 230'E(4) 0.0 108.6 16.1 3 96.2 464 Sediment Basin: 135'N, 410'E(4) 0.0 109.6 15.4 3 97.0 465 Sediment Basin: 135'N, 600'E(4) 0.0 108.5 14.9 3 96.1 466 Sediment Basin: 135'N, 760'E(4) 0.0 110.6 14.6 3 97.9 467 Sanitary Manhole Bethel Rd: STA 0+00 0.0 110.2 16.1 3 97.6 468 Sanitary Manhole Bethel Rd: STA 0+00 2.0 107.3 16.2 3 95.0 469 04-19-01 Sanitary Line SS-l: STA 20+50 4.0 101.5 21.1 1 98.6 470 Sanitary Line SS-l: STA 20+40 3.0 99.3 21.5 1 96.5 471 Sanitary Line SS-l: STA 20+30 2.0 99.9 21.5 I 97.1 472 Sanitary Line SS-1: STA 20+20 1.0 99.2 21.4 1 96.3 473 Sanitary Line SS-l: STA 20+10 0.0 103.0 19.6 1 100.0 474 Sanitary Line SS-l: STA 17+50 4.0 99.1 20.9 1 96.2 475 Sanitary Line SS-l: STA 17+40 3.0 100.3 21.5 1 97.4 476 Sanitary Line SS-l: STA 17+30 2.0 100.4 23.5 2 97.5 477 Sanitary Line SS-l: STA 17+20 1.0 99.9 21.3 1 97.1 478 Sanitary Line SS-l: STA 17+10 0.0 103.5 16.9 1 100.5 479 Sanitary Line SS-l: STA 15+20 4.0 99.6 18.1 1 96.7 480 Sanitary Line SS-l: STA 15+10 3.0 99.8 20.7 2 96.9 481 Sanitary Line SS-l: STA 15+00 2.0 101.8 20.6 2 99.8 482 Sanitary Line SS-l: STA 14+90 1.0 99.9 21.3 2 97.0 483 Sanitary Line SS-l: STA 14+80 0.0 101.7 19.9 2 99.7 484 Water Line: STA 8+20 3.0 98.9 22.2 2 97.0 485 Water Line: STA 8+10 2.0 99.6 22.5 2 97.6 486 Water Line: STA 8+00 0.0 99.0 18.7 2 97.1 487 Water Line: STA 2+50 4.0 96.8 20.6 2 95.0 488 Water Line: STA 2+40 3.0 99.3 22.5 2 96.4 489 Water Line: STA 2+30 2.0 99.6 22.0 2 96.7 490 Water Line: STA 2+20 1.0 99.9 21.9 2 97.0 491 Water Line: STA 2+10 0.0 96.8 21.0 2 95.0 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.E. corner of Building #9. (2) Measurements referenced from N.E. corner of Building #12. (3) Measurements referenced from S.E. corner of Building #12. (4) Measurements referenced from S.W. corner of Building #10. Mail Submitted by: Distribution: (1) Duke-Weeks Realty Corporation/ Mr. Jeff Langston REED ENGINEERING GROUP, INC. (1) McMahon Contracting/ Mr. Bruce Roebuck Original Signed By (1) City of Coppell/Mr. Larry Davis Ronald F. Reed, P.E. KA/cg (~EOTECHNICALAND ~ R r'l I I F:~ ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport Parkway Extension Freeport Parkway, North of Bethel Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 11 5495 Belt Line Road, Suite 360 REPORT DATE: 05-15-01 Dallas, Texas 75240 REG PROJECT NO. 7623 A-r'TN: Mr. Jeff Langston TECHNICIAN: P. Butler PAGE: 1 of 3 CONTRACTOR: McMahon Contracting Proctorl ASTMI Optimum Maximum No. Standard Description Moisture, % Density, PCF 1 D-698 Dark brown clay 16.5 103.0 2 D-698 Dark brown & yellow clay 18.5 102.0 3 D-698 Yellowish brown sandy clay 12.5 113.0 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 264 04-12-01 Bldg Pad #10: 20'N, 75'W(1) 0.0 98.5 19.9 2 96.6 265 Bldg Pad #10: 90'N, 75'W(1) 0.0 99.0 20.0 2 97.1 266 Bldg Pad #10: 140'N, 75'W(1) 0.0 97.9 20.4 2 96.0 267 Bldg Pad #10: 180'N, 75'W(1) 0.0 99.3 19.5 2 97.4 268 Bldg Pad #10: 210'N, 75'W(1) 0.0 99.0 19.7 2 97.1 269 Bldg Pad #10: 310'N, 75'W(1 ) 1.0 98.4 20.0 2 96.5 270 Bldg Pad #10: 370'N, 75'W(1) 2.0 108.3 17.1 3 95.9 271 Bldg Pad #10: 400'N, 75'W(1) 2.0 107.8 16.0 3 95.4 272 Bldg Pad #10: 365'N, 150'W(1) 3.0 97.9 20.6 2 96.0 273 Bldg Pad #10: 310'N, 150'W(1) 2.0 96.9 21.8 2 95.0 274 Bldg Pad #10: 260'N, 150'W(1) 0.5 96.6 22.4 2 94.8 275 Bldg Pad #10: 200'N, 150'W(1) 0.0 98.1 21.4 2 96.2 276 Bldg Pad #10: 160'N, 150'W(1) 0.0 97.0 21.7 2 95.1 277 Bldg Pad #10: 110'N, 150'W(1) 0.0 97.3 21.6 2 95.4 278 Bldg Pad #10: 75'N, 150'W(1) 0.0 98.0 20.4 2 96.1 279 Bldg Pad #10: 15'N, 150'W(1) 0.0 99.0 19.8 2 97.1 280 Bldg Pad #9: 240'N, 210'W(1) 1.0 98.5 19.5 2 96.6 281 Bldg Pad #9: 240'N, 280'W(1) 1.0 97.2 21.6 2 95.3 282 Bldg Pad #9: 240'N, 340'W(1) 1.0 96.5 22.0 2 94.7 283 Bldg Pad #9: 240'N, 400'W(1 ) 1.0 97.5 21.9 2 95.6 284 Bldg Pad #9: 240'N, 500'W(1) 1.0 98.3 20.0 2 96.4 285 Bldg Pad #9: 100'N, 480'W(1) 1.0 99.0 19.7 2 97.1 286 Bldg Pad #9: 100'N, 410'W(1) 1.0 97.3 21.1 2 95.4 287 BIdg Pad #9: 100'N, 340'W(1) 1.0 96.9 21.4 2 95.0 2424 STUTZ DR. * SUITE 400 * DALLAS, TX 75235 * TEL [214] 350 5600 * FAX [214] 350 0019 REPORT NO. 11 REPORT DATE: 05-15-01 REG PROJECT NO. 7623 PAGE: 2 of 3 Depth Below Field Field Test Final S. 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Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 288 04-12-01 Bldg Pad #9: 100'N, 270'W(1) 1.0 97.4 21.6 2 95.5 289 Bldg Pad #9: 100'N, 190'W(1 ) 1.0 98.1 20.0 2 96.2 290 Bldg Pad #12: 30'N, 120'W(1) 3.0 97.7 18/.8 1 94.9 291 Bldg Pad #12: 120'N, 120'W(1) 3.0 98.4 19.4 1 95.6 292 Bldg Pad #12: 180'N, 120'W(1) 3.0 97.9 20.0 1 95.1 293 Bldg Pad #12: 240'N, 120'W(1) 3.0 97.4 20.4 1 94.6 294 Bldg Pad #12: 330'N, 120'W(1) 3.0 96.6 2t .0 I 93.8 295 Bldg Pad #12: 480'N, 120'W(1) 3.0 97.0 21.0 1 94.2 296 Bldg Pad #12: 510'N, 200'W(1) 2.0 97.5 20.8 1 94.7 297 Bldg Pad #12: 430'N, 200'W(1) 2.0 97.4 20.6 1 94.6 298 Bldg Pad #12: 310'N, 200'W(1) 2.0 97.9 20.0 1 95.1 299 Bldg Pad #12: 210'N, 200'W(1) 2.0 98.2 19.9 1 95.4 300 Bldg Pad #12:110'N, 200'W(1 ) 2.0 97.8 21.4 1 95.0 301 Bldg Pad #12: 30'N, 200'W(1 ) 2.0 97.2 21.2 1 94.4 302 Sanitary Line SS-1: STA 11 +00 5.0 100.3 18.7 1 97.4 303 Sanitary Line SS-l: STA 10+80 3.0 99.9 18.1 1 97.0 304 Sanitary Line SS-l: STA 7+00 3.0 100.9 18.1 1 98.0 305 Sanitary Line SS-1: STA 7+10 2.0 100.5 18.5 1 97.6 306 Sanitary Line SS-1: STA 7+20 1.0 100.0 18.3 1 97.1 307 Sanitary Line SS-1: STA 7+30 0.0 100.8 18.6 1 97.9 308 04-13-01 Bldg Pad #9: 230'S, 510'W(2) 1.0 97.6 20.6 1 94.8 309 Bldg Pad #9: 170'S, 510'W(2) 1.0 98.0 18.6 1 95.2 310 Bldg Pad #9: 120'S, 510'W(2) 2.0 96.5 21.5 1 93.7 311 Bldg Pad #9: 80'S, 510'W(2) 2.0 97.7 20.8 I 94.9 312 Bldg Pad #9: 50'S, 510'W(2) 2.0 97.9 19.1 1 95.1 313 Bldg Pad #9: 20'S, 510'W(2) 2.0 97.8 18.7 I 95.0 314 Bldg Pad #9: 130'S, 440'W(2) 2.0 96.8 20.9 1 94.0 315 Bldg Pad #9: 85'S, 440'W(2) 2.0 97.4 21.0 I 94.6 316 Bldg Pad #9: 50'S, 440'W(2) 2.0 98.5 19.0 1 95.7 317 Bldg Pad #9: 25'S, 440'W(2) 2.0 98.8 18.4 1 96.0 318 Bldg Pad #9: 125'S, 360'W(2) 2.0 98.6 18.8 1 95.8 319 Bldg Pad #9: 80'S, 360'W(2) 2.0 99.0 18.8 1 96.2 320 Bldg Pad #9: 45'S, 360'W(2) 2.0 97.9 18.7 1 95.1 321 Bldg Pad #9: 20'S, 360'W(2) 2.0 97.4 20.4 1 94.6 322 Bldg Pad #9: 125'S, 285'W(2) 2.0 96.9 21.1 1 94.1 323 Bldg Pad #9: 85'S, 285'W(2) 2.0 97.2 20.8 1 94.4 324 Bldg Pad #9: 50'S, 285'W(2) 2.0 97.2 20.4 1 94.4 325 Bldg Pad #9: 15'S, 285'W(2) 2.0 98.4 19.0 1 95.6 326 Bldg Pad #9: 125'S, 210'W(2) 2.0 97.9 19.2 1 95.1 327 Bldg Pad #9: 75'S, 210'W(2) 2.0 97.6 19.9 1 94.8 REPORT NO. 11 REPORT DATE: 05-15-01 REG PROJECT NO. 7623 PAGE: 2, of 3 Depth Below Field Field Test Final S. 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Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 328 04-13-01 Bldg Pad #9: 45'S, 210'W(2) 2.0 97.4 21.1 1 94.6 329 Bldg Pad #9: 10'S, 210'W(2) 2.0 96.9 21.4 1 94.1 330 Bldg Pad #9: 140'S, 130'W(2) 2.0 96.6 21.5 1 93.8 331 Bldg Pad #9: 120'S, 80'W(2) 2.0 97.5 21.1 1 94.7 332 Bldg Pad #9: 75'S, 85'W(2) 2.0 97.8 20.7 1 95.0 333 Bldg Pad #9: 45'S, 85'W(2) 2.0 96.9 21.2 1 94.1 334 Bldg Pad #9: 15'S, 85'W(2) 2.0 98.1 20.0 1 95.3 335 Bldg Pad #9: 170'S, 480'W(2) 1.0 98.4 19.7 1 95.6 336 Bldg Pad #9: 120'S, 480'W(2) 1.0 98.2 19.4 1 95.4 337 Bldg Pad #9: 70'S, 480'W(2) 1.0 98.1 20.0 2 96.2 338 Bldg Pad #9: 30'S, 480'W(2) 1.0 98.5 19.5 2 96.6 339 Bldg Pad #9: 185'S, 415'W(2) 1.0 98.0 20.4 2 96.1 340 Bldg Pad #9: 130'S, 415'W(2) 1.0 99.1 19.7 2 97.2 341 Bldg Pad #9: 100'S, 415'W(2) 1.0 98.0 20.6 2 96.1 342 Bldg Pad #9: 65'S, 415'W(2) 1.0 99.3 19.8 2 97.4 343 Bldg Pad #9: 20'S, 415'W(2) 1.0 97.7 20.1 2 95.8 344 Bldg Pad #9: 180'S, 340'W(2) 1.0 97.9 20.2 2 96.0 345 Bldg Pad #9: 150'S, 340'W(2) 1.0 98.4 21.0 1 95.6 346 Bldg Pad #9: 75'S, 340'W(2) 1.0 97.7 21.1 1 94.9 347 Bldg Pad #9: 25'S, 340'W(2) 1.0 97.9 20.7 2 95.1 348 Bldg Pad #10: 300'N, 80'W(1) 0.0 109.7 16.1 3 97.1 349 Bldg Pad #10: 365'N, 80'W(1) 1.0 109.1 15.4 3 96.6 350 Bldg Pad #10: 365'N, 80'W(1 ) 0.0 110.0 15.6 3 97.4 351 Bldg Pad #10: 400'N, 80'W(1) 1.0 108.5 13.9 3 96.1 352 Bldg Pad #10: 400'N, 80'W(1) 0.0 109.6 14.8 3 97.0 353 Bldg Pad #10: 360'N, 145'W(1) 2.0 109.8 14.1 3 97.2 354 Bldg Pad #10: 360'N, 145'W(1) 1.0 97.8 19.7 2 95.9 355 Bldg Pad #10: 360'N, 140'W(1) 0.0 97.3 19.6 2 95.4 356 Bldg Pad #10: 300'N, 140'W(1) 1.0 97.9 19.4 2 96.0 357 Bldg Pad #10: 300'N, 145'W(1) 0.0 109.7 14.4 3 97.1 358 Bldg Pad #10: 255'N, 145'W(1) 0.0 108.6 15.4 3 96.2 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.E. building corner. (2) Measurements referenced from N.E. building corner. Mail Submitted by: Distribution: (1) Duke-Weeks Realty Corporation/ Mr. Jeff Langston REED ENGINEERING GROUP, INC. (1) McMahon Contracting/ Original Signed By Mr. Bruce Roebuck (1) City of Coppell/Mr. Larry Davis Ronald F. Reed, P.E. BW/cg