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Coppell Industrial-LR010713 GEOTECHNICAL ~.~D J~J R I'--1 I I p ENV'r'.ONHENTAL CONSULTANTS REPORT OF PIER OBSERVATION TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial. Ltd. REPORT NO. 108 c/o Champion Partners. Ltd. REPORT DATE: 07-13-01 15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394 Addison. Texas 75001 TECHNICIAN: W. Eberhardt ATTN: Mr. Kerry Burden PAGE: 1 of 3 CONTRACTOR: C.D. Henderson, Inc. J ] I C°ncr(~teeet Pier Diameter Bell Diameter Depth Before Final Depth Date Pier No. (inches) (inches) Bell (feet) of Pier (feet) Length 06-25-01 A-13.4 24 48 12.8 13.0 11.0 A-13.6 24 48 12.5 12.5 10.5 A-16.5 24 48 12.7 12.8 10.8 A-14.9 30 66 13.0 13.0 11.0 A-15.2 30 54 12.9 13.3 11.1 A-15.8 30 54 13.8 14.0 11.7 A-16.1 30 66 12.8 12.8 10.8 A-17 30 66 12.0 12.1 10.5 A-17.9 30 66 12.5 12.5 11.5 A-18.2 30 66 12.4 12.4 11.7 A-18.8 30 54 11.9 12.0 11.6 A-19.1 30 66 11.0 11.2 10.4 A-19.9 30 66 11.0 11.4 10.4 A-20.3 30 54 11.4 11.6 10.6 A-20.9 30 66 11.6 11.6 10.6 A-21.2 30 54 11.2 11.2 10.2 A-22 30 66 11.2 11.2 10.2 A-22.9 30 65 11.5 11.7 10.7 A-23.3 30 54 11.4 11.4 10.4 A-23.8 30 66 11.9 11.9 10.3 A-24.1 30 66 11.7 11.8 5.8 A-19.7 24 48 11.4 11.8 11.0 A-20.6 24 48 11.6 11.8 10.8 A-21.4 24 48 11.0 11.2 10.2 A-21.6 24 48 11.4 11.5 10.5 A-22.3 24 48 11.3 11.8 10.8 A-22.7 24 48 12.0 12.0 11.0 06-26-01 A-23.5 24 48 11.0 11.3 10.2 A-24.4 24 48 11.2 11.8 11.7 A-24.8 24 48 11.5 11.9 11.8 2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · -=-L [214] 350 5600 · =ax [214] 350 0019 REPORT NO. 108 REPORT DATE: 07-13-01 REG PROJECT NO. 7394 PAGE: 2 of 3 I Pier Diameter I Bell Diameter Depth Before I Final Depth Concrete Date Pier No. (inches) (inches) Bell (feet) of Pier (feet) Length (feet)i 06-26-01 N-21.6 24 48 11.3 11.6 10.6 N-21.5 24 48 11.0 11.2 10.2 A.3-25 24 54 10.8 11.3 10.6 A.6-25 24 54 11.1 11.6 11.0 B-25 24 54 12.0 12.6 11.4 B.4-25 24 48 11.8 12.2 11.2 B.6-25 24 48 12.3 12.3 11.1 C-25 24 48 13.3 13.3 11.8 C.4-25 24 48 12.0 !2.3 10.8 C.6-25 24 48 12.2 12.7 11.2 D-25 24 48 13.0 13.3 11.7 D.4-25 24 48 13.0 13.2 11.7 D.6-25 24 48 13.2 13.8 12.0 E-25 24 48 14.0 14.4 12.6 E.4-25 24 48 13.5 13.8 11.9 E.6-25 24 48 13.5 14.0 12.6 F-25 24 48 14.0 14.8 11.8 F.4-25 24 48 15.0 15.5 12.0 F.6-25 24 48 14.0 14.8 12.3 G-25 24 48 13.4 13.7 12.1 06-27-01 G.4-25 24 48 12.6 13.1 11.5 G.6-25 24 48 13.3 13.5 12.0 H-25 24 48 13.8 13.8 12.1 H.4-25 24 48 13.0 13.3 11.6 H.6-25 24 48 13.3 13.6 11.6 J-25 24 48 14.0 14.1 12.1 J.4-25 24 48 13.3 13.7 12.1 J.6-25 24 48 13.5 13.5 12.1 K-25 24 48 13.5 13.5 12.3 K.4-25 24 48 12.8 12.8 11.8 K.6-25 24 48 13.3 13.7 12.6 L-25 24 48 12.7 12.9 11.9 L.4-25 24 48 12.7 12.7 11.7 L.6-25 24 48 12.5 12.8 11.8 M-25 24 54 13.8 14.0 13.2 M.4-25 24 54 14.3 14.4 13.7 M.6-25 24 54 13.4 13.8 13.0 N-24.8 24 48 12.4 12.7 11.9 N-24.5 24 48 13.0 13.3 12.5 N-23.5 24 48 12.5 13.3 12.4 N-22.6 24 48 12.0 12.3 10.5 N-22.4 24 48 11.1 11.7 9.7 N-24.1 30 66 11.7 11.7 10.2 N-23.8 30 66 11.8 11.8 10.2 REPORT NO. 108 REPORT DATE: 07-13-01 REG PROJECT NO. 7394 PAGE: 3 of 3 I Pier Diameter Bell Diameter Depth Before Final Depth Concrete Date Pier No. (inches) (inches) Bell (feet) of Pier (feet) Length (feet) 06-27-01 N-23.3 30 54 11.4 11.7 10.3 N-22.9 30 66 11.8 11.8 10.2 N-22 30 66 11.2 11.6 10.3 N-21.2 30 54 11.2 12.2 10.7 N-20.8 30 66 11.0 11.0 9.6 Mail Submitted by: Distribution: (1) Champion Partners. Ltd./ Mr. Kerry Burden REED ENGINEERING GROUP, INC. (1) C.D.Henderson, Inc./ Mr. Jason Nunley Original Signed By (1) AECC. Inc./Mr. Fran Carter (1) Meinhardt & Quintana/ James F. Phipps. P.E. Mr. David Meinhardt BW/mm (1) Haynes Whayley Associates, Inc./ Mr. Kent Penrod (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone GEOTECHNICAL AND ~ J~J J~J I~1 U F~ ENVIRONHENTAL CONSULTANTS : CONCRETE CYLINDER TEST REPORT TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 148 c/o Champion Partners, Ltd. REG PROJECT NO. 7394 15601 Dallas Parkway, Suite 100 SAMPLE DATE: 07-13-01 Addison, Texas 75001 TECHNICIAN: H. Johnson ATTN: Mr. Kerry Burden CONTRACTOR: C.D. Henderson, Inc. Location of Sample Set Number I Location J Quantity Represented 1 Panel # 115 10/350 2 Panel # 120 110/350 3 Panel # 130 210/350 4 Panel # 134 310/350 Design Information I Source of Concrete J Mix Identification J Specified Strength p.s.i. Potter 9337 3000 Test Results Set I Cylinder[ [ Age @ [ Total Load I Compressive( Average No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i. 1 0496 07-20-01 7 85060 3010 0496 08-10-01 28 117760 4170 0496 08-10-01 28 123010 4350 4260 2 0495 07-20-01 7 90270 3190 0495 08-10-01 28 120000 4250 4260 0495 08-10-01 28 120540 4270 3 0494 07-20-01 7 87320 3090 0494 08-10-01 28 120480 4260 0494 08-10-01 28 120890 4280 4270 4 0493 07-20-01 7 95020 3360 0493 08-10-01 28 120520 4270 0493 08-10-01 28 135160 4780 4530 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · T--_ [214] 350 5600 · FaX [214] 350 0019 Cylinder Data Set I Cylinder Timeof I Concrete Air I Ticket No. ID Slump Sample Air Temp. Temp. Entrainment Number 1 0496 4.50 5:15AM 81 84 N/A 612924 2 0495 5.50 6:30AM 81 83 N/A 612934 3 0494 5.00 7:20AM 81 86 N/A 612944 4 0493 5.50 8:10AM 83 87 N/A 612954 Mail Submitted by: Distribution: (1) Champion Partners, Ltd./ Mr. Kerry Burden REED ENGINEERING GROUP, INC. (1) C.D.Henderson, Inc./ Mr. Jason Nunley Original Signed By (1) AECC, Inc./Mr. Fran Carter (1) Haynes Whayley Associates, Inc./ Keith Atkins Mr. Kent Penrod KEA/je (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone (1) Potter Concrete/Mr. Brent Cox Extranet Distribution: (1) Meinhardt & Quintana/ Mr. David Meinhardt GEOTECHNICAL AND J~ J=J r-'l I I ~ ENVIEONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 148 c/o Champion Partners, Ltd. REG PROJECT NO. 7394 15601 Dallas Parkway, Suite 100 SAMPLE DATE: 07-13-01 Addison, Texas 75001 TECHNICIAN: H. Johnson ATTN: Mr. Kerry Burden CONTRACTOR: C.D. Henderson, Inc. Location of Sample Set Number J Location J Quantity Represented I Panel # 115 10/350 2 Panel # 120 110/350 3 Panel # 130 210/350 4 Panel # 134 310/350 Design Information Source of Concrete J Mix Identification J Specified Strength p.s.i. Potter 9337 3000 Test Results Set I Cylinder Age@ I Total Load CompressiveI Average No. ID DateTested Test lbs. Strength p.s.i. J Strength p.s.i. 1 0496 07-20-01 7 85060 3010 0496 08-10-01 28 0496 08-10-01 28 2 0495 07-20-01 7 90270 3190 0495 08-10-01 28 0495 08-10-01 28 3 0494 07-20-01 7 87320 3090 0494 08-10-01 28 0494 08-10-01 28 4 0493 07-20-01 7 95020 3360 0493 08-10-01 28 0493 08-10-01 28 2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · -EL [214] 350 5600 · FAX [214] 350 0019 ~ Cylinder Data Set I Cylinder Time of Concrete Air Ticket No. I ID Slump Sample Air Temp. Temp. Entrainment Number 1 0496 4.50 5:15AM 81 84 N/A 612924 2 0495 5.50 6:30AM 81 83 N/A 612934 3 0494 5.00 7:20AM 81 86 N/A 612944 4 0493 5.50 8:10AM 83 87 N/A 612954 Mail Submitted by: Distribution: (1) Champion Partners, Ltd./ Mr. Kerry Burden REED ENGINEERING GROUP, INC. (1) C.D.Henderson, Inc./ Mr. Jason Nunley Original Signed By (1) AECC, Inc./Mr. Fran Carter (1) Haynes Whayley Associates, Inc./ Keith Atkins Mr. Kent Penrod KEA/je (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone (1) Potter Concrete/Mr. Brent Cox Extranet Distribution: (1) Meinhardt & Quintana/ Mr. David Meinhardt