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Freeport NIP(7.5)-LR010618 GEOTECHNICAL AND ~ ~ I'--1 U F~ ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Freeport 9 Coppell Road at Bethel Road Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 81 5495 Belt Line Road, Suite 360 REG PROJECT NO. 7888 Dallas, Texas 75240 SAMPLE DATE: 06-18-01 ATTN: Mr. Jeff Langston TECHNICIAN: J. Johnson CONTRACTOR: Butler Construction Location of Sample ISet Number I Location I Quantity Represented 1 Piers: L-12.5, L-12.7 and L-12.9 10/50 Design Information I Source of Concrete I Mix Identification I Specified Strength p.s.i. Potter 9337 3000 Test Results Set Cylinder[ Age@ I Total Load L CompressiveI Average No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i. 1 9424 06-25-01 7 127570 4510 9424 06-25-01 7 125010 4420 4470 9424 07-16-01 28 9424 07-16-01 28 Cylinder Data Set Cylinder J Time of Concrete Air Ticket J No. ID J Slump Sample Air Temp. Temp. Entrainment Number I I 9424 4.50 3:02PM 96 93 N/A 104069 Mail Submitted by: Distribution: (1) Duke-Weeks Realty Corporation/ Mr. Jeff Langston REED ENGINEERING GROUP, INC. (1) Butler Construction/Mr. David Husted (1) Pacheco Koch, Inc./Mr. Jack Evans Original Signed By ('1) City of Coppel/Mr. Lee Stone (1) City of Coppel/Mr. Larry Davis Keith Atkins (1) HBC Engineering/Mr. Bob Baker KEAJje 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 GEOTECHNICAL AND ~ R r-I I I ~ ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport 9 Coppell Road at Bethel Road Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 38 5495 Belt Line Road, Suite 360 REPORT DATE: 06-18-01 Dallas, Texas 75240 REG PROJECT NO. 7888 ATTN: Mr. Jeff Langston TECHNICIAN: L. Johnson PAGE: 1 of 2 CONTRACTOR: Butler Construction Proctor ASTM I Optimum Maximum No. Standard Description~1 Moisture, % Density, PCF 1 D-698 Yellowish brown clay (lime-treated) 15.5 106.0 2 D-698 Brown clay (lime-treated) 21.0 97.0 3 D-698 Light brown clay 18.0 102.0 4 D-698 Reddish brown sandy clay 16.0 99.0 6a D-698 Light brown clayey sand 11.5 112.5 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 361 06-08-01 Storm Line SD-I.0: STA 11+00 1.8 98.0 20.7 3 96.1 362 Storm Line SD-1.0: STA 10+98 1.2 97.1 31.6 3 95.2 363 Storm Line SD-I.0: STA 10+96 0.7 98.5 20.2 3 96.6 364 Storm Line Lateral 1.1: STA 0+05 4.0 103.0 17.6 1 97.2 365 Storm Line Lateral 1.1: STA 0+10 3.3 102.9 17.4 1 97.1 366 Storm Line Lateral 1.1: STA 0+15 2.6 103.6 16.9 1 97.7 367 Storm Line Lateral 1.1: STA 0+20 1.9 98.3 20.4 3 96.4 368 Storm Line Lateral 1.1: STA 0+25 1.3 98.5 20.2 3 96.6 369 Storm Line Lateral 1.1: STA 0+30 0.8 96.8 18.2 4 97.8 370 Storm Drain SD-I.0: STA 12+00 0.8 95.5 18.5 4 96.5 371 Water Line: 152'N, 145'W(1) 3.8 98.6 20.1 3 96.7 372 Water Line: 152'N, 142'W(1) 3.1 97.1 31.6 3 95.2 373 Water Line: 152'N, 138'W(1) 2.4 98.6 20.1 3 96.7 374 Water Line: 152'N, 135'W(1) 1.7 98.9 20.0 3 97.0 375 Water Line: 152'N, 132'E(1) 0.8 97.9 22.1 3 96.0 376 Sanitary Line: 30'N, 10'E(2) 6.0 94.2 19.6 4 95.2 377 Sanitary Line: 27'N, 10'E(2) 5.3 95.2 18.6 4 96.2 378 Sanitary Line: 23'N, 10'E(2) 4.6 96.1 17.9 4 97.1 379 Sanitary Line: 20'N, 10'E(2) 3.9 96.9 23.0 3 95.0 360 Sanitary Line: 17'N, 10'E(2) 3.2 98.5 20.2 3 96.6 381 06-11-01 Sanitary Line: 32'N, 5'W(1) 2.5 95.0 19.1 4 96.0 382 Sanitary Line: 34'N, 5'W(1) 1.8 92.9 24.1 2 95.8 383 Sanitary Line: 36'N, 5'W(1) 1.0 94.2 22.8 2 97.1 384 Sanitary Line: 38'N, 5'W(1) 0.6 93.3 24.0 2 96.2 385 Sanitary Line: 40'N, 5'W(1) 0.0 92.9 24.1 2 95.8 386 Sanitary Line: 121'N, 5'W(1) 7.0 96.0 18.2 4 97.0 387 Sanitary Line: 119'N, 5'W(1) 6.3 95.4 18.5 4 96.4 2424 STUTZ DR. * SUITE 400 * DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 REPORT NO. 38 REPORT DATE: 06-27-01 REG PROJECT NO. 7888 PAGE: 2 of 2 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No, Date Location (feet) (pcf) ( %) ID Level (%) 388 06-11-01 Sanitary Line: 116'N, 5'W(1) 5.6 94.2 19.7 4 95.2 389 Sanitary Line: 113'N, 5'W(1) 4.9 98.1 21.2 2a 96.2 390 Sanitary Line: 110'N, 5'W(1) 4.2 98.6 20.8 2a 96.7 391 Sanitary Line: 107'N, 5'W(1) 3.5 98.8 20.7 2a 96.9 392 Sanitary Line: 104'N, 5'W(1) 2.8 97.4 22.1 2a 95.5 393 Sanitary Line: 101'N, 5'W(1) 2.1 95.1 18.8 4 96.1 394 Sanitary Line: 98'N, 5'W(1 ) 1.4 93.5 23.4 2 96.4 395 Sanitary Line: 96'N, 5'W(1) 0.7 92.3 24.6 2 95.2 396 Sanitary Line: 94'N, 5'W(1) 0.0 95.2 22.5 2 98.1 397 Storm Line 3.0: STA 0+20 5.0 99.5 19.6 3 97.5 398 Storm Line 3.0: STA 0+23 4.3 99.6 19.9 3 97.6 399 Storm Line 3.0: STA 0+26 3.6 99.7 19.2 3 97.7 400 Storm Line 3.0: STA 0+29 2.9 97.7 21.2 3 95.8 401 Water Line: 170'N, 197'W(3) 3.5 98.3 26.9 3 96.4 402 Water Line: 172'N, 197'W(3) 2.8 97.6 21.6 3 95.4 403 Water Line: 168'N, 197'W(3) 2.1 99.0 19.9 3 97.1 404 Water Line: 166'N, 197'W(3) 1.4 98.1 20.9 3 96.2 405 Water Line: 174'N, 197'W(3) 0.8 95.9 18.2 4 96.9 406 06-12-01 Sanitary Line: 8'N, 45'W(4) 7.0 95.0 18.6 4 96.6 407 Sanitary Line: 8'N, 47'W(4) 6.3 96.1 18.7 4 97.1 408 Sanitary Line: 8'N, 48'W(4) 5.6 98.8 19.8 4 96.8 409 Sanitary Line: 8'N, 50'W(4) 4.9 97.0 21.7 3 95.1 410 Sanitary Line: 8'N, 52'W(4) 4.2 97.7 21.0 3 95.8 411 Sanitary Line: 8'N, 30'W(4) 3.5 98.1 18.6 3 96.2 412 Sanitary Line: 8'N, 32'W(4) 2~8 94.9 19.1 4 95.9 413 Sanitary Line: 8'N, 34'W(4) 2.1 93.8 23.1 2 96.7 414 Sanitary Line: 8'N, 36'W(4) 1.4 95.1 23.0 2 98.0 415 Sanitary Line: 8'N, 38'W(4) 0.7 94.9 23.2 2 97.8 416 Sanitary Line: 8'N, 40'W(4) 0.0 94.0 23.0 2 96.9 417 Storm Line SD 3: STA 1+15 1.5 94.7 21.9 6a 95.2 418 Storm Line SD-3: STA 1+17 0.8 95.8 22.2 6a 96.3 419 Storm Line SD-3: STA 0+35 2.2 96.6 20.4 6a 97.1 420 Storm Line SD-3: STA 0+40 1.5 95.3 21.8 6a 95.8 421 Storm Line SD-3: STA 0+45 0.8 108.6 15.3 3 96.1 422 Water Line: 120'S, 68'E(2) 3.0 102.4 17.8 I 96.6 423 Water Line: 121'S, 67'E(2) 2.3 101.9 18.3 I 96.1 424 Water Line: 122'S, 66'E(2) 1.6 109.8 14.3 3 97.2 425 Water Line: 123'S, 65'E(2) 0.8 109.4 14.9 3 96.8 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.E. building corner. (2) Measurements referenced from line J.0-22.0. (3) Measurements referenced from N.W. building corner. (4) Measurements referenced from line F.0-3.0. Mail Distribution: (1) Duke-Weeks Realty Corporation/ Submitted by: Mr. Jeff Langston (1) Butler Construction/Mr. David Husted REED ENGINEERING GROUP, INC. (1) Pacheco Koch, Inc./Mr. Jack Evans Original Signed By (1) City of Coppel/Mr. Lee Stone (1) City of Coppel/Mr. Larry Davis Ronald F. Reed, P.E. (1) HBC Engineering/Mr. Bob Baker BW/mm