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Freeport NIP(7.9)-LR020806
REPORTED TO: Duke Realty Corporation 5495 Beltline Road, Suite 360 Dallas, Texas 75254 ATTN: Mr. Mike Cox CONTRACTOR: Duke Construction Location of Sample Set Number J Location Quantity Represented 1 2 3 4 5 6 7 8 Paving: 10'N, 30'E of S.W. property corner Paving: 60'N, 40'E of S.W. property corner Paving: 140'N, 10'E of S.W. property corner Paving: 220'N, 70'E of S.W. property corner Paving: 270'N, 70'E of S.W. property corner Paving: 330'N, 35'E of S.W. property corner Paving: 380'N, 30'E of S.W. property corner Paving: 430'N, 10'E of S.W. property corner 30/700 120/700 220/700 340/700 430/700 510/700 620/700 700/700 Design Information Source of Concrete Mix Identification Specified Strength p.s.i. TXI 8273 4000 Test Results CONCRETE CYLINDER TEST REPORT Uline Facility Freeport Parkway Coppell, Texas Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 1 2201 2201 2201 2201 2 2202 2202 2202 2202 3 2203 2203 2203 2203 4 2204 2204 2204 2204 08 -13 -02 09 -03 -02 09 -03 -02 Hold 08 -13 -02 09 -03 -02 09 -03 -02 Hold 08 -13 -02 09 -03 -02 09 -03 -02 Hold 08 -13 -02 09 -03 -02 09 -03 -02 Hold 7 28 28 H 7 28 28 H 7 28 28 H 7 28 28 H 90540 118080 119020 81410 113540 115860 107830 132420 136170 88640 111530 115630 3200 4180 4210 2880 4020 4100 3820 4690 4820 3140 3950 4090 4200 4060 4760 4020 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 R FEE FEE a I FEE P IGI I FEE EEL' RI GEOTECHNICAL AND G R O U P ENVIRONMENTAL CONSULTANTS REPORT NO. 80 REG PROJECT NO. 9056 SAMPLE DATE: 08 -06 -02 TECHNICIAN: E. Barrington Keith Atkins KEA/je Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 5 2205 08 -13 -02 7 72000 2550 2205 09 -03 -02 28 96970 3430 2205 09 -03 -02 28 97390 3450 2205 10 -01 -02 56 116640 4130 6 2206 08 -13 -02 7 78290 2770 2206 09 -03 -02 28 92800 3280 2206 09 -03 -02 28 96300 3410 2206 10 -01 -02 56 119390 4230 7 2207 08 -13 -02 7 81030 2870 2207 09 -03 -02 28 102570 3630 2207 09 -03 -02 28 104100 3680 2207 10 -01 -02 56 125070 4430 8 2208 2208 2208 2208 08 -13 -02 09 -03 -02 09 -03 -02 Hold 7 84940 3010 28 115980 4110 28 114730 4060 H 3440 3350 3660 4090 Cylinder Data Set No. Cylinder ID Slump Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number 1 2201 5.00 3:25AM 80 91 4.9 3182110 2 2202 7.00 4:35AM 81 94 5.5 3182150 3 2203 5.00 5:50AM 80 94 5.1 3182221 4 2204 4.75 7:35AM 81 89 5.2 3182415 5 2205 7.00 8:53AM 84 89 5.4 3182570 6 2206 5.00 9:55AM 82 90 5.0 3182684 7 2207 6.00 12:OOPM 87 92 4.9 3182932 8 2208 5.00 1:15PM 96 92 5.1 3183051 Mail Distribution: (1) Duke Realty Corporation/ Mr. Mike Cox (1) Duke Realty Corporation/ Mr. Jeff Langston (1) Pacheco Koch Consulting/ Mr. Jack Evans (1) Haris Engineering, Inc./ Mr. Ali Haris (1) Horn Chandler- Thomas, Inc./ Ms. Diane Coulson (1) City of Coppell /Mr. Larry Davis (1) City of Coppell /Mr. Lee Stone (1) Osburn Contractors/ Mr. Collin LaFavors 4$ 0 Submitted by: REED ENGINEERING GROUP, INC. Original Signed By REPORTED TO: Duke Realty Corporation 5495 Beltline Road, Suite 360 Dallas, Texas 75254 ATTN: Mr. Mike Cox CONTRACTOR: Duke Construction Location of Sample Design Information Test Results R E E a CONCRETE CYLINDER TEST REPORT Uline Facility Freeport Parkway Coppell, Texas 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 EI 1GIf IEE Ir1G GEOTECHNICAL AND I G R O 1...] P ENVIRONMENTAL CONSULTANTS REPORT NO. 80 REG PROJECT NO. 9056 SAMPLE DATE: 08 -06 -02 TECHNICIAN: E. Barrington Set Number I Location 1 Quantity Represented 1 2 3 4 5 6 7 8 Paving: 10'N, 30'E of S.W. property corner Paving: 60'N, 40'E of S.W. property corner Paving: 140'N, 10'E of S.W. property corner Paving: 220'N, 70'E of S.W. property corner Paving: 270'N, 70'E of S.W. property corner Paving: 330'N, 35'E of S.W. property corner Paving: 380'N, 30'E of S.W. property corner Paving: 430'N, 10'E of S.W. property corner 30/700 120/700 220/700 340/700 430/700 510/700 620/700 700/700 Source of Concrete I Mix Identification Specified Strength p.s.i. TX! 8273 4000 Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. 4F Average Strength p.s.i. 1 2201 2201 2201 2201 2 2202 2202 2202 2202 3 2203 2203 2203 2203 4 2204 2204 2204 2204 08 -13 -02 09 -03 -02 09 -03 -02 Hold 08 -13 -02 09 -03 -02 09 -03 -02 Hold 08 -13 -02 09 -03 -02 09 -03 -02 Hold 08 -13 -02 09 -03 -02 09 -03 -02 Hold 7 28 28 H 7 28 28 H 7 28 28 H 7 28 28 H 90540 118080 119020 81410 113540 115860 107830 132420 136170 88640 111530 115630 3200 4180 4210 2880 4020 4100 3820 4690 4820 3140 3950 4090 4200 4060 4760 4020 V Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 5 2205 08 -13 -02 7 72000 2550 2205 09 -03 -02 28 96970 3430 2205 09 -03 -02 28 97390 3450 2205 10 -01 -02 56 6 2206 08 -13 -02 7 78290 2770 2206 09 -03 -02 28 92800 3280 2206 09 -03 -02 28 96300 3410 2206 10 -01 -02 56 7 2207 08 -13 -02 7 81030 2870 2207 09 -03 -02 28 102570 3630 2207 09 -03 -02 28 104100 3680 2207 10 -01 -02 56 8 2208 2208 2208 2208 08 -13 -02 09 -03 -02 09 -03 -02 Hold 7 84940 3010 28 115980 4110 28 114730 4060 H 3440 3350 3660 4090 Cylinder Data Set Cylinder ID Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number No. Slump 1 2201 5.00 3:25AM 80 91 4.9 3182110 2 2202 7.00 4:35AM 81 94 5.5 3182150 3 2203 5.00 5:50AM 80 94 5.1 3182221 4 2204 4.75 7 :35AM 81 89 5.2 3182415 5 2205 7.00 8:53AM 84 89 5.4 3182570 6 2206 5.00 9:55AM 82 90 5.0 3182684 7 2207 6.00 12:OOPM 87 92 4.9 3182932 8 2208 5.00 1:15PM 96 92 5.1 3183051 Mail Distribution: (1) Duke Realty Corporation/ Mr. Mike Cox (1) Duke Realty Corporation/ Mr. Jeff Langston (1) Pacheco Koch Consulting/ Mr. Jack Evans (1) Haris Engineering, Inc./ Mr. Ali Haris (1) Horn Chandler- Thomas, Inc./ Ms. Diane Coulson (1) City of Coppell /Mr. Larry Davis (1) City of Coppell /Mr. Lee Stone (1) Osburn Contractors/ Mr. Collin LaFavors Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith Atkins KEA/je REPORTED TO: Duke Realty Corporation 5495 Beltline Road, Suite 360 Dallas, Texas 75254 ATTN: Mr. Mike Cox CONTRACTOR: Duke Construction Location of Sample Design Information Test Results E 1=1 CONCRETE CYLINDER TEST REPORT Uline Facility Freeport Parkway Coppell, Texas GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS Set Number Location Quantity Represented 1 Paving: 2 Paving: 3 Paving: 4 Paving: 5 Paving: 6 Paving: 7 Paving: 8 Paving: 10'N, 30'E of S.W. property corner 60'N, 40'E of S.W. property corner 140'N, 10'E of S.W. property corner 220'N, 70'E of S.W. property corner 270'N, 70'E of S.W. property corner 330'N, 35'E of S.W. property corner 380'N, 30'E of S.W. property corner 430'N, 10'E of S.W. property corner 30/700 120/700 220/700 340/700 430/700 510/700 620/700 700/700 Source of Concrete Mix Identification Specified Strength p.s.i. TXI 8273 4000 Set No. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 1 2201 2201 2201 2201 2 2202 2202 2202 2202 3 2203 2203 2203 2203 4 2204 2204 2204 2204 08 -13 -02 09 -03 -02 09 -03 -02 Hold 08 -13 -02 09 -03 -02 09 -03 -02 Hold 08 -13 -02 09 -03 -02 09 -03 -02 Hold 08 -13 -02 09 -03 -02 09 -03 -02 Hold 7 90540 28 28 H 7 81410 28 28 H 7 107830 28 28 H 7 88640 28 28 H 3200 2880 3820 3140 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 EI IGII 1EEFaIr7G REPORT NO. 80 REG PROJECT NO. 9056 SAMPLE DATE: 08 -06 -02 TECHNICIAN: E. Barrington G I=1 Ii LJI= Keith Atkins KEA/je Set N o. Cylinder ID Date Tested Age Test Total Load lbs. Compressive Strength p.s.i. Average Strength p.s.i. 5 2205 08 -13 -02 7 72000 2550 2205 09 -03 -02 28 2205 09 -03 -02 28 2205 Hold H 6 2206 08 -13 -02 7 78290 2770 2206 09 -03 -02 28 2206 09 -03 -02 28 2206 Hold H 7 2207 08 -13 -02 7 81030 2870 2207 09 -03 -02 28 2207 09 -03 -02 28 2207 Hold H 8 2208 2208 2208 2208 08 -13 -02 09 -03 -02 09 -03 -02 Hold 7 84940 3010 28 28 H Cylinder Data Set No. Cylinder ID Slump Time of Sample Air Temp. Concrete Temp. Air Entrainment Ticket Number 1 2201 5.00 3:25AM 80 91 4.9 3182110 2 2202 7.00 4:35AM 81 94 5.5 3182150 3 2203 5.00 5:50AM 80 94 5.1 3182221 4 2204 4.75 7:35AM 81 89 5.2 3182415 5 2205 7.00 8:53AM 84 89 5.4 3182570 6 2206 5.00 9:55AM 82 90 5.0 3182684 7 2207 6.00 12:OOPM 87 92 4.9 3182932 8 2208 5.00 1:15PM 96 92 5.1 3183051 Mail Distribution: (1) Duke Realty Corporation/ Mr. Mike Cox (1) Duke Realty Corporation/ Mr. Jeff Langston (1) Pacheco Koch Consulting/ Mr. Jack Evans (1) Haris Engineering, Inc./ Mr. Ali Haris (1) Horn Chandler- Thomas, Inc./ Ms. Diane Coulson (1) City of Coppell /Mr. Larry Davis (1) City of Coppell /Mr. Lee Stone (1) Osburn Contractors/ Mr. Collin LaFavors #go Submitted by: REED ENGINEERING GROUP, INC. Original Signed By