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Freeport NIP(7.5)-LR010612 (2)REPORTED TO: Duke -Weeks Realty Corporation 5495 Belt Line Road, Suite 360 Dallas, Texas 75240 ATTN: Mr. Jeff Langston CONTRACTOR: FR EE L7 REPORT OF FIELD DENSITY TESTS Freeport 9 Coppell Road at Bethel Road Coppell, Texas GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 E 1 G 1 1 E E 1=1 11 G REPORT NO. 2 REPORT DATE: 06 -12 -01 REG PROJECT NO. 7888 TECHNICIAN: L. Johnson M. Silva PAGE: 1 of 4 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) 1 a D -698 Dark brown clay 2a D -698 Dark brown and yellow clay 3a D -698 Yellow brown sandy clay 4a D -698 Brown clay w /trace of red sand 15.5 21.0 16.5 18.5 12.5 15.0 106.0 97.0 103.0 102.0 113.0 104.0 Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture Proctor ID Compaction Level 1 05 -16 -01 Bldg Pad: 25'N, 25'E(1) 2 Bldg Pad: 25'N, 125'E(1) 3 Bldg Pad: 25'N, 227'E(1) 4 Bldg Pad: 25'N, 325'E(1) 5 Bldg Pad: 25'N, 425'E(1) 6 Bldg Pad: 25'N, 525'E(1) 7 Bldg Pad: 27'N, 624'E(1) 8 Bldg Pad: 27'N, 725'E(1) 9 Bldg Pad: 27'N, 825'E(1) 10 Bldg Pad: 27'N, 927'E(1) 11 Bldg Pad: 26'N, 1025'E(1) 12 Bldg Pad: 27'N, 1126'E(1) 13 Bldg Pad: 75'N, 20'W(2) 14 Bldg Pad: 75'N, 120'W(2) 15 Bldg Pad: 75'N, 220'W(2) 16 Bldg Pad: 75'N, 320'W(2) 17 Bldg Pad: 75'N, 420'W(2) 18 Bldg Pad: 75'N, 521'W(2) 19 Bldg Pad: 77'N, 620'W(2) 20 Bldg Pad: 75'N, 720'W(2) 21 Bldg Pad: 85'N, 820'W(1) 22 Bldg Pad: 80'N, 920'W(1) 23 Bldg Pad: 80'N, 1020'W(1) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 92.2 92.0 92.3 93.6 94.9 97.9 93.7 92.7 95.2 94.6 95.4 95.4 93.9 96.2 92.4 93.4 93.8 92.3 93.9 94.3 93.3 94.2 93.6 22.6 25.2 25.0 23.7 22.3 22.5 24.5 24.0 22.6 23.0 22.4 22.0 23.7 22.9 25.1 24.6 24.3 25.8 24.2 23.9 24.9 23.7 24.5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 95.0 95.0 95.2 96.5 97.8 100.9 96.6 95.6 98.1 97.5 98.3 100.1 96.8 99.2 95.3 96.3 96.7 95.2 96.8 97.2 96.2 97.1 96.5 GF1OU1= REPORT NO. 2 REPORT DATE: 06 -12 -01 REG PROJECT NO. 7888 PAGE: 2 of 4 Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture Proctor ID Compaction Level 24 05 -16 -01 Bldg Pad: 80'N, 1120'W(1) 0.0 93.7 24.9 2 96.6 25 Bldg Pad: 130'N, 20'E(1) 0.0 94.2 23.9 2 97.1 26 Bldg Pad: 130'N, 120'E(1) 0.0 94.4 23.7 2 97.3 27 Bldg Pad: 130'N, 220'E(1) 0.0 93.6 24.6 2 96.5 28 Bldg Pad: 130'N, 320'E(1) 0.0 93.5 24.6 2 96.4 29 Bldg Pad: 133'N, 420'E(1) 0.0 92.3 25.8 2 95.2 30 Bldg Pad: 133'N, 520'E(1) 0.0 92.9 25.0 2 95.8 31 Bldg Pad: 133'N, 620'E(1) 0.0 93.2 24.8 2 96.1 32 Bldg Pad: 133'N, 720'E(1) 0.0 92.6 25.8 2 95.5 33 Bldg Pad: 130'N, 820'E(1) 0.0 92.3 25.6 2 95.2 34 Bldg Pad: 130'N, 920'E(1) 0.0 93.3 24.8 2 96.2 35 Bldg Pad: 130'N, 1020'E(1) 0.0 94.2 23.9 2 97.1 36 Bldg Pad: 130'N, 1120'E(1) 0.0 93.3 24.9 2 96.1 37 Bldg Pad: 135'S, 15'E(3) 0.0 92.3 25.6 2 95.2 38 Bldg Pad: 135'S, 115'E(3) 0.0 93.3 24.6 2 96.2 39 Bldg Pad: 135'S, 215'E(3) 0.0 94.8 23.8 2 97.7 40 Bldg Pad: 135'S, 315'E(3) 0.0 94.0 24.1 2 96.9 41 Bldg Pad: 130'S, 415'E(3) 0.0 92.3 26.2 2 95.0 42 Bldg Pad: 130'S, 515'E(3) 0.0 94.2 23.4 2 97.1 43 Bldg Pad: 130'S, 615'E(3) 0.0 93.2 24.9 2 96.1 44 Bldg Pad: 129'S, 715'E(3) 0.0 93.3 24.6 2 96.2 45 Bldg Pad: 129'S, 815'E(3) 0.0 93.7 24.4 2 96.6 46 Bldg Pad: 129'S, 915'E(3) 0.0 94.9 23.2 2 97.8 47 Bldg Pad: 129'S, 1015'E(3) 0.0 95.2 22.6 2 98.1 48 Bldg Pad: 130'S, 1115'E(3) 0.0 95.8 23.2 2 98.8 49 Bldg Pad: 130'S, 1215'E(3) 0.0 92.7 25.4 2 95.6 50 Bldg Pad: 70'S, 20'W(4) 0.0 93.3 24.9 2 96.2 51 Bldg Pad: 70'S, 120'W(4) 0.0 93.0 25.0 2 95.9 52 Bldg Pad: 70'S, 220'W(4) 0.0 93.2 24.9 2 96.1 53 Bldg Pad: 70'S, 320'W(4) 0.0 93.8 24.4 2 96.7 54 Bldg Pad: 70'S, 420'W(4) 0.0 92.9 25.2 2 95.8 55 Bldg Pad: 68'S, 520'W(4) 0.0 92.2 25.9 2 95.1 56 Bldg Pad: 68'S, 620'W(4) 0.0 93.3 24.7 2 96.2 57 Bldg Pad: 68'S, 720'W(4) 0.0 94.1 24.0 2 97.0 58 Bldg Pad: 68'S, 820'W(4) 0.0 92.9 25.2 2 95.8 59 Bldg Pad: 70'S, 920'W(4) 0.0 92.3 25.8 2 95.2 60 Bldg Pad: 70'S, 1020'W(4) 0.0 93.8 24.3 2 96.7 61 Bldg Pad: 70'S, 1120'W(4) 0.0 94.0 24.2 2 96.9 62 Bldg Pad: 70'S, 1221'W(4) 0.0 94.0 23.9 2 97.1 63 Bldg Pad: 25'S, 25'E(3) 0.0 93.3 24.7 2 96.2 64 Bldg Pad: 25'S, 125'E(3) 0.0 92.9 25.2 2 95.8 65 Bldg Pad: 25'S, 225'E(3) 0.0 93.2 24.9 2 96.1 66 Bldg Pad: 23'S, 325'E(3) 0.0 94.3 23.8 2 97.2 REPORT NO. 2 REPORT DATE: 06 -12 -01 REG PROJECT NO. 7888 PAGE: 3 of 4 Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture Proctor ID Compaction Level 67 05 -16 -01 Bldg Pad: 23'S, 425'E(3) 0.0 94.8 23.4 2 97.7 68 Bldg Pad: 23'S, 525'E(3) 0.0 93.7 24.4 2 96.6 69 Bldg Pad: 23'S, 625'E(3) 0.0 92.3 25.9 2 95.2 70 Bldg Pad: 25'S, 725'E(3) 0.0 93.8 24.3 2 96.7 71 Bldg Pad: 25'S, 825'E(3) 0.0 93.7 24.9 2 96.6 72 Bldg Pad: 25'S, 925'E(3) 0.0 94.2 23.7 2 97.1 73 Bldg Pad: 25'S,1025'E(3) 0.0 94.4 23.5 2 97.3 74 Bldg Pad: 26'S, 1125'E(3) 0.0 94.0 24.2 2 96.9 75 Bldg Pad: 26'S, 1225'E(3) 0.0 93.7 24.4 2 96.6 76 05 -17 -01 Water Line: 110'S, 170'E(1) 2.0 99.7 17.3 4a 95.8 77 Water Line: 110'S, 170'E(1) 1.0 99.1 17.8 4a 95.2 78 Water Line: 110'S, 170'E(1) 0.0 98.3 18.3 la 95.4 79 Storm Drain SD7.0: STA 1 +10 1.0 98.4 19.0 la 95.5 80 Storm Drain SD7.0: STA 1 +10 0.0 102.0 15.8 4a 98.0 81 Storm Drain SD6.0: STA 1 +25 1.0 101.1 16.3 4a 97.2 82 Storm Drain SD6.0: STA 1 +25 0.0 102.9 15.3 4a 98.9 83 Storm Drain SD5.0: STA 0 +50 1.0 97.7 21.5 2a 95.7 84 Storm Drain SD5.0: STA 0 +50 0.0 100.6 17.0 4a 96.7 85 Water Line: 370'N, 50'E(2) 2.0 98.3 20.1 2a 96.3 86 Water Line: 370'N, 50'E(2) 1.0 97.5 19.8 2a 95.5 87 Water Line: 370'N, 50'E(2) 0.0 102.6 15.8 4a 98.6 88 Water Line: 460'N, 50'E(2) 1.0 101.4 16.5 4a 97.5 89 Water Line: 460'N, 50'E(2) 0.0 98.3 20.8 2a 96.3 90 Water Line: 550'N, 50'E(2) 1.0 97.6 21.5 2a 95.6 91 Water Line: 550'N, 50'E(2) 0.0 99.7 20.1 2a 97.7 92 Water Line: 605'N, 80'W(2) 1.0 100.4 17.0 4a 96.5 93 Water Line: 605'N, 80'W(2) 0.0 98.6 17.8 4a 95.0 94 05 -18 -01 Bldg Pad: 150'N, 22'W(1) 0.0 94.4 23.6 2 97.3 95 Bldg Pad: 151'N, 120'E(1) 0.0 93.6 21.9 2 96.5 96 Bldg Pad: 151'N, 220'E(1) 0.0 95.1 22.1 2 98.0 97 Bldg Pad: 151'N, 321'E(1) 0.0 97.0 22.0 2 100.0 98 Bldg Pad: 149'N, 425'E(1) 0.0 92.1 26.8 2 95.0 99 Bldg Pad: 152'N, 525'E(1) 0.0 92.7 23.6 2 95.6 100 Bldg Pad: 250'N, 525'E(1) 0.0 93.9 21.5 2 96.8 101 Bldg Pad: 250'N, 425'E(1) 0.0 94.0 21.9 2 96.9 102 Bldg Pad: 250'N, 325'E(1) 0.0 98.8 21.2 2 101.9 103 Bldg Pad: 252'N, 225'E(1) 0.0 97.3 21.3 2 100.6 104 Bldg Pad: 252'N, 125'E(1) 0.0 96.3 23.1 2 99.3 105 Bldg Pad: 252'N, 20'E(1) 0.0 95.6 24.0 2 98.6 REPORT NO. 2 REPORT DATE: 06 REG PROJECT NO. 7888 PAGE: 4 of 4 Comments: Where tested, materials were in compliance with project specifications. Note: Proctor 1 a -4a were obtained from a previous phase of construction.. Footnotes: (1) Measurements referenced from S.W. building corner. (2) Measurements referenced from S.E. building corner. (3) Measurements referenced from N.W. building corner. (4) Measurements referenced from N.E. 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 Set No. Cylinder ID Slump Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number 1 9096 5.50 3:50PM 98 94 N/A 103932 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 CONCRETE CYLINDER TEST REPORT Freeport 9 Coppell Road at Bethel Road Coppell, Texas GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS Er1GIIIEE1=11r1G REPORT NO. 55 REG PROJECT NO. 7888 SAMPLE DATE: 06 -12 -01 TECHNICIAN: J. Johnson Set Number I Location 1 Quantity Represented 1 Piers: L -4.2, L -4.4 and L -4.6 10/10 Source of Concrete I Mix Identification Specified Strength p.s.i. Potter 9337 3000 Test Results Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 1 9096 9096 9096 9096 06 -19 -01 06 -19 -01 07 -10 -01 07 -10 -01 7 7 28 28 99450 91860 107730 116020 3520 3250 3810 4110 3390 3960 Cylinder Data 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 GRIILJI 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 R E E L] CONCRETE CYLINDER TEST REPORT Freeport 9 Coppell Road at Bethel Road Coppell, Texas GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 Er1GIl IEERIr7G REPORT NO. 56 REG PROJECT NO. 7888 SAMPLE DATE: 06 -12 -01 TECHNICIAN: R. Yeoman Set Number Location Quantity Represented 1 2 3 4 5 6 7 Floor slab at E -21.5 Floor slab at E -20.8 Floor slab at E -19.3 Floor slab at E -18.5 Floor slab at E -17.8 Floor slab at E -17 Floor slab at D -16.2 50/720 140/720 260/720 350/720 440/720 520/720 640/720 Source of Concrete Mix Identification Specified Strength p.s.i. Potter 9349 4000 GROUP Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 1 9085 06 -19 -01 7 113650 4020 9085 07 -10 -01 28 9085 07 -10 -01 28 9085 Hold H 2 9086 06 -19 -01 7 105050 3720 9086 07 -10 -01 28 9086 07 -10 -01 28 9086 Hold H 3 9087 06 -19 -01 7 117800 4170 9087 07 -10 -01 28 9087 07 -10 -01 28 9087 Hold H 4 9088 06 -19 -01 7 126460 4480 9088 07 -10 -01 28 9088 07 -10 -01 28 9088 Hold H Set No. Cylinder ID Date Tested Age Test Total Load I bs. Compressive Strength p.s.i. Average Strength p.s.i. 5 9089 06 -19 -01 7 142740 5050 9089 07 -10 -01 28 9089 07 -10 -01 28 9089 Hold H 6 9090 06 -19 -01 7 127670 4520 9090 07 -10 -01 28 9090 07 -10 -01 28 9090 Hold H 7 9091 9091 9091 9091 06 -19 -01 07 -10 -01 07 -10 -01 Hold 7 130370 4610 28 28 H Cylinder Data Set No. Cylinder ID Slump Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number 1 9085 4.75 7:25AM 78 86 N/A 103861 2 9086 5.00 8:10AM 78 88 N/A 103870 3 9087 5.00 9:OOAM 79 89 N/A 103882 4 9088 5.00 9:40AM 82 87 N/A 103891 5 9089 5.00 10:30AM 88 90 N/A 103900 6 9090 4.50 11:OOAM 89 90 N/A 103908 7 091 4.75 11:45AM 85 89 N/A 103920 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 Set No. Cylinder ID Slump Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number 1 9096 5.50 3:50PM 98 94 N/A 103932 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 Cylinder Data CONCRETE CYLINDER TEST REPORT Freeport 9 Coppell Road at Bethel Road Coppell, Texas 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 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 RE FEE IJ I EI IGII GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT NO. 55 REG PROJECT NO. 7888 SAMPLE DATE: 06 -12 -01 TECHNICIAN: J. Johnson Set Number Location 1 Quantity Represented 1 Piers: L -4.2, L -4.4 and L -4.6 10/10 Source of Concrete 1 Mix Identification Specified Strength p.s.i. Potter 9337 3000 Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 1 9096 9096 9096 9096 06 -19 -01 06 -19 -01 07 -10 -01 07 -10 -01 7 99450 7 91860 28 28 3520 3250 3390 Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith Atkins KEA/je GROLJ REPORTED TO: Duke -Weeks Realty Corporation 5495 Belt Line Road, Suite 360 Dallas, Texas 75240 ATTN: Mr. Jeff Langston CONTRACTOR: Butler Construction REE/1 REPORT OF FIELD DENSITY TESTS Freeport 9 Coppell Road at Bethel Road Coppell, Texas GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 Er1G IEER1ri REPORT NO. 07 REPORT DATE: 06 -12 -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) la D -698 Dark brown clay 2a D -698 Dark brown and yellow clay 3a D -698 Yellow brown sandy clay 4a D -698 Brown clay w /trace of red sand 15.5 21.0 16.5 18.5 12.5 15.0 106.0 97.0 103.0 102.0 113.0 104.0 M 1=1 LJ Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture Proctor ID Compaction Level 106 05 -21 -01 Bldg Pad: 30'N, 25'E(1) 107 Bldg Pad: 350'N, 125'E(1) 108 Bldg Pad: 350'N, 225'E(1) 109 Bldg Pad: 350'N, 325'E(1) 110 Bldg Pad: 350'N, 425'E(1) 111 Bldg Pad: 350'N, 525'E(1) 112 Bldg Pad: 250'N, 525'E(1) 113 Bldg Pad: 250'N, 625'E(1) 114 Bldg Pad: 250'N, 725'E(1) 115 Bldg Pad: 250'N, 825'E(1) 116 Bldg Pad: 250'N, 925'E(1) 117 Bldg Pad: 250'N, 1025'E(1) 118 Bldg Pad: 250'N, 1125'E(1) 119 Bldg Pad: 250'N, 1225'E(1) 120 Bldg Pad: 350'N, 1225'E(1) 121 Bldg Pad: 350'N, 1125'E(1) 122 Bldg Pad: 350'N, 1025'E(1) 123 Bldg Pad: 350'N, 925'E(1) 124 Bldg Pad: 350'N, 825'E(1) 125 Bldg Pad: 350'N, 725'E(1) 126 Bldg Pad: 350'N, 625'E(1) 127 Bldg Pad: 250'S, 1225'W(2) 128 Bldg Pad: 250'S, 1125'W(2) 129 Bldg Pad: 250'S, 1025'W(2) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 94.0 92.9 94.3 94.5 94.0 94.3 98.0 94.8 95.3 94.1 92.9 93.2 92.3 93.0 93.7 94.2 94.3 95.8 95.3 94.0 93.4 94.4 92.9 92.3 23.2 24.1 22.9 23.0 23.1 23.8 22.7 23.3 22.9 23.0 23.2 24.9 24.8 24.1 23.4 23.9 23.8 22.9 22.8 24.0 23.6 23.7 24.2 24.8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 96.9 95.8 97.2 97.4 96.9 97.2 96.6 97.7 98.2 97.0 95.8 96.1 95.2 95.9 96.6 97.1 97.2 98.8 98.2 96.9 96.3 97.3 95.8 95.2 REPORT NO. 07 REPORT DATE: 06 -12 -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 130 05 -21 -01 Bldg Pad: 250'S, 925'W(2) 0.0 93.3 23.8 2 96.2 131 Bldg Pad: 250'S, 825'W(2) 0.0 93.9 23.2 2 96.8 132 Bldg Pad: 250'S, 725'W(2) 0.0 94.8 23.3 2 97.7 133 Bldg Pad: 250'S, 625'W(2) 0.0 93.0 24.1 2 95.9 134 05 -22 -01 Bldg Pad: 225'S, 25'W(2) 0.0 95.2 22.9 2 98.1 135 Bldg Pad: 225'S, 75'W(2) 0.0 97.4 21.5 2 100.4 136 Bldg Pad: 225'S, 125'W(2) 0.0 95.0 23.0 2 97.9 137 Bldg Pad: 225'S, 175'W(2) 0.0 95.1 23.3 2 98.0 138 Bldg Pad: 225'S, 225'W(2) 0.0 95.3 22.7 2 968.2 139 Bldg Pad: 225'S, 275'W(2) 0.0 92.9 24.4 2 95.7 140 Bldg Pad: 225'S, 325'W(2) 0.0 97.6 21.5 2 100.6 141 Bldg Pad: 225'S, 375'W(2) 0.0 95.4 23.6 2 97.4 142 Bldg Pad: 225'S, 425'W(2) 0.0 95.9 23.2 2 97.8 143 Bldg Pad: 225'S, 500'W(2) 0.0 95.4 22.6 2 98.3 144 Bldg Pad: 325'S, 500'W(2) 0.0 94.0 23.1 2 96.9 145 Bldg Pad: 325'S, 425'W(2) 0.0 94.3 23.8 2 97.2 146 Bldg Pad: 325'S, 375'W(2) 0.0 95.4 22.9 2 98.3 147 Bldg Pad: 325'S, 325'W(2) 0.0 93.0 24.4 2 95.9 148 Bldg Pad: 325'S, 275'W(2) 0.0 96.0 22.8 2 99.0 149 Bldg Pad: 325'S, 225'W(2) 0.0 93.8 23.1 2 96.7 150 Bldg Pad: 325'S, 175'W(2) 0.0 94.7 22.1 2 97.6 151 Bldg Pad: 325'S, 125'W(2) 0.0 94.2 22.9 2 97.1 152 Bldg Pad: 325'S, 75'W(2) 0.0 95.2 21.9 2 98.1 153 Bldg Pad: 325'S, 25'W(2) 0.0 94.9 22.1 2 97.8 154 Bldg Pad: 425'S, 20'W(2) 0.0 92.3 24.6 2 95.2 155 Bldg Pad: 425'S, 15'W(2) 0.0 92.9 24.2 2 95.8 156 Bldg Pad: 450'S, 10'W(2) 0.0 93.2 23.9 2 96.1 157 05 -23 -01 Storm Line, SD8.0: STA 3.3 99.1 19.3 1 96.2 158 Storm Line, SD8.0: STA 2.6 98.3 20.1 1 95.4 159 Storm Line, SD8.0: STA 1.9 100.2 17.8 4 96.3 160 Storm Line, SD8.0: STA 1.3 101.7 17.1 4 97.8 161 Storm Line, SD8.0: STA 0.8 99.5 19.1 1 96.6 162 Storm Line, SD8.0: STA 1.4 97.1 22.3 2 95.2 163 Storm Line, SD8.0: STA 0.8 99.0 20.5 2 97.1 164 Storm Line, SD9.0: STA 3.0 99.5 21.0 2 97.5 165 Storm Line, SD9.0: STA 2.3 99.6 18.2 4 95.8 166 Storm Line, SD9.0: STA 1.7 100.0 18.4 1 97.1 167 Storm Line, SD9.0: STA 0.8 99.8 20.6 1 96.9 168 Storm Line, SD9.0: STA 1.3 100.2 17.8 4 96.3 169 Storm Line, SD9.0: STA 0.8 99.5 18.3 4 95.7 REPORT NO. 07 REPORT DATE: 06 -12 -01 REG PROJECT NO. 7888 PAGE: 3 of 3 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.W. building corner. (2) Measurements referenced from N.E. 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. TP /myw REPORTED TO: Duke -Weeks Realty Corporation 5495 Belt Line Road, Suite 360 Dallas, Texas 75240 ATTN: Mr. Jeff Langston CONTRACTOR: Butler Construction REPORT OF PIER OBSERVATION Freeport 9 Coppell Road at Bethel Road Coppell, Texas GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT NO. 6 REPORT DATE: 06 -12 -01 REG PROJECT NO. 7888 TECHNICIAN: J. Johnson PAGE: 1 of 2 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 r1Glf 1 Pier Diameter Bell Diameter Depth Before Final Depth Concrete Date Pier No. (inches) (inches) Bell (feet) of Pier (feet) Length (feet) 05 -21 -01 D -17 D -18 D -19 D -20 D -21 D -22 E -22 E -21 E -20 E -19 E -18 E -17 E -16 D -4 D -5 D -6 D -7 05 -22 -01 J -2 K -2 K -3 J -3 H -3 G -3 F -3 E -3 E -4 F-4 G -4 H -4 J -4 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 15.0 15.0 16.2 15.2 15.0 15.2 15.5 15.0 15.0 15.0 15.0 15.0 15.0 14.0 14.0 14.0 14.0 15.0 14.0 15.0 14.1 14.0 14.0 14.0 14.0 14.0 15.0 14.3 13.7 13.4 15.2 16.4 17.0 15.9 15.9 16.3 16.2 16.3 15.0 15.8 16.4 15.4 15.4 14.0 14.6 14.0 14.4 15.1 14.0 15.0 14.1 14.0 14.0 14.0 14.0 14.0 15.0 14.6 13.9 13.6 14.9 15.7 16.4 15.4 15.4 15.9 15.8 16.0 14.4 15.6 15.8 15.0 15.0 13.5 14.2 13.7 14.0 14.7 13.7 14.5 13.7 13.4 13.7 13.7 13.7 14.0 14.7 14.2 13.6 13.3 G ROU P REPORT NO. 6 REPORT DATE: 06 -12 -01 REG PROJECT NO. 7888 PAGE: 2 of 2 Pier Diameter Bell Diameter Depth Before Final Depth Concrete Date Pier No. (inches) (inches) Bell (feet) of Pier (feet) Length (feet) 05 -22 -01 K-4 24 66 13.6 14.0 13.7 K -5 24 66 14.0 14.5 14.2 J -5 24 66 14.0 14.2 13.7 H -5 24 66 13.8 14.0 13.6 05 -23 -01 G -5 24 66 14.2 14.4 14.0 F -5 24 66 16.0 16.4 16.0 E -5 24 66 14.0 14.5 14.1 E -6 24 66 14.4 14.6 14.2 F -6 24 66 14.0 14.4 14.0 G -6 24 66 14.2 14.3 14.0 H -6 24 66 14.1 14.1 13.8 J -6 24 66 14.0 14.0 13.7 K -6 24 66 13.5 13.7 13.4 K -7 24 66 14.4 14.8 14.4 J -7 24 66 14.5 14.8 14.3 H -7 24 66 14.6 14.7 14.3 G -7 24 66 14.2 14.5 14.3 F -7 24 66 14.2 14.6 14.3 E -7 24 66 14.1 14.6 14.3 D -7 24 66 14.6 14.6 14.3 E -8 24 66 14.2 14.7 14.5 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 James F. Phipps, 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 CONCRETE CYLINDER TEST REPORT Freeport 9 Coppell Road at Bethel Road Coppell, Texas GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT NO. 56 REG PROJECT NO. 7888 SAMPLE DATE: 06 -12 -01 TECHNICIAN: R. Yeoman Set Number I Location 1 Quantity Represented 1 2 3 4 5 6 7 Floor slab at E -21.5 Floor slab at E -20.8 Floor slab at E -19.3 Floor slab at E -18.5 Floor slab at E -17.8 Floor slab at E -17 Floor slab at D -16.2 50/720 140/720 260/720 350/720 440/720 520/720 640/720 Source of Concrete Mix Identification Specified Strength p.s.i. Potter 9349 4000 Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 1 9085 9085 9085 9085 2 9086 9086 9086 9086 3 9087 9087 9087 9087 4 9088 9088 9088 9088 06 -19 -01 07 -10 -01 07 -10 -01 Hold 06 -19 -01 07 -10 -01 07 -10 -01 Hold 06 -19 -01 07 -10 -01 07 -10 -01 Hold 06 -19 -01 07 -10 -01 07 -10 -01 Hold 7 28 28 H 7 28 28 H 7 28 28 H 7 28 28 H 113650 141520 143450 105050 137980 140910 117800 148780 149780 126460 155310 163890 4020 5010 5080 3720 4880 4990 4170 5270 5300 4480 5500 5800 5050 4940 5290 5650 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 EI 1G11 IEERIr1G GRDLJ Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 5 9089 9089 9089 9089 6 9090 9090 9090 9090 7 9091 9091 9091 9091 06 -19 -01 07 -10 -01 07 -10 -01 Hold 06 -19 -01 07 -10 -01 07 -10 -01 Hold 06 -19 -01 07 -10 -01 07 -10 -01 Hold 7 28 28 H 7 28 28 H 7 28 28 H 142740 166550 170510 127670 152030 153140 130370 163030 169520 5050 5890 6030 4520 5380 5420 5960 5400 4610 5770 r 6000 5890 Cylinder Data Set No. Cylinder ID Slump Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number 1 2 3 4 5 6 7 9085 9086 9087 9088 9089 9090 091 4.75 5.00 5.00 5.00 5.00 4.50 4.75 7:25AM 8:10AM 9:OOAM 9:40AM 10:30AM 11:OOAM 11:45AM 78 78 79 82 88 89 85 86 88 89 87 90 90 89 N/A N/A N/A N/A N/A N/A N/A 103861 103870 103882 103891 103900 103908 103920 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