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Coppell Industrial-LR010612 GEOTECNNICAL AND J~] F::;J I"-1 LJ J~ ENVIRONMENTAL CONSULTANTS REPORT OF PIER OBSERVATION TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 66 c/o Champion Partners. Ltd. REPORT DATE: 06-12-01 15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394 Addison, Texas 75001 TECHNICIAN: W. Eberhardt A'I'TN: Mr. Kerry Burden PAGE: 1 of 1 CONTRACTOR: C.D. Henderson, Inc. [ Pier Diameter I Bell Diameter Depth Before I Final Depth of ! Date Pier No. (inches) (inches) Bell (feet) Pier (feet) 05-23-01 C-7 30 54 16.0 16.0 B-2 30 72 16.3 16.3 C-2 30 66 16.4 16.4 L-2 30 66 15.6 15.6 M-2 30 72 16.0 16.0 M-3 30 66 15.7 15.7 L-3 30 66 15.7 15.7 L~7 30 54 15.8 15.8 L-11 28 48 15.5 16.0 L-10 28 48 15.7 16.0 L-9 28 48 16.0 16.2 L-8 28 48 15.7 15.8 L-6 28 48 16.3 16.6 L-5 28 48 16.0 16.0 L-4 28 48 16.0 16.3 K-4 28 48 16.0 16.6 K-5 28 48 16.1 16.8 K-9 28 48 15.6 15.7 K-8 28 48 15.5 15.9 K-6 28 48 16.4 17.4 05-24-01 B-13 28 48 15.8 16.1 B-14 28 48 15.8 16.1 B-15 28 48 15.5 16.3 B-16 28 48 15.8 16.6 ~ B-17 28 48 16.0 16.7 B-18 28 48 16.0 16.8 B-19 28 48 15.4 15.9 B-20 28 48 15.6 16.0 B-21 28 48 15.7 16.3 2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · -SL [214] 350 5600 · =~y [214] 350 0019 REPORT NO. 66 REPORT DATE: 06-12-01 REG PROJECT NO. 7394 PAGE: 2 of 2 Pier DiameterI Bell DiameterI Depth Before I Final Depth of Date Pier No. (inches) (inches) Bell (feet) Pier (feet) 05-24-01 B-22 28 48 15.8 16.5 B-23 28 48 15.6 16.0 B-24 28 48 15.7 16.2 C-24 28 48 14.6 15.4 i C-23 28 48 14.6 15.2 ~ C-22 28 48 16.5 17.4 C-21 28 48 16.5 16.7 C-20 28 48 15.5 16.0 C-18 28 48 15.7 16.0 C-17 28 48 15.7 16.0 C-16 28 48 16.0 16.5 C-15 28 48 15.7 16.0 C-14 28 48 15.5 15.6 K-10 28 48 16.3 16.8 K-11 28 48 16.0 16.3 K-12 28 48 16.0 16.8 C-13 30 54 16.0 16.0 C-19 30 54 15.6 15.6 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 TP/je (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 r-i I I F= ENVIRONMENTAL CONSULTANTS REPORT OF PIER OBSERVATION TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd, REPORT NO. 65 c/o Champion Partners, Ltd. REPORT DATE: 06-12-01 15601 Dallas Parkway. Suite 100 REG PROJECT NO. 7394 Addison, Texas 75001 TECHNICIAN: W. Eberhardt ATTN: Mr. Kerry Burden PAGE: 1 of 2 CONTRACTOR: C.D. Henderson, Inc. Pier DiameterI Bell DiameterI Depth Before Final Depth of Date Pier No. (inches) I (inches) I Bell (feet) Pier (feet) 05-21-01 M.9-2 24 48 14.5 15.0 M.9-1.4 24 48 15.5 16.4 M.9-1.1 24 48 14.5 15.0 M.5-1.1 24 48 15.6 16.0 M.1-1.9 24 48 16.0 16.5 M.11-1 24 48 15.0 15.1 M-1 24 48 15.0 15.4 M-0 24 48 15.5 15.7 K.8-1 24 60 14.0 14.0 K.3-1 24 54 15.6 15.6 J.9-1 24 54 15.5 15.5 J.4-1 24 54 16.4 16.4 H.9-1 24 54 15.4 15.4 G.5-1 24 54 15.8 17.0 G-1 24 54 16.0 16.0 F.5-1 24 54 16.0 16.5 05-22-01 C-4 28 48 16.3 16.7 C-5 28 48 16.7 17.3 C-6 28 48 16.7 17.6 C-8 28 48 15.9 16.5 C-9 28 48 16.4 18.0 C-10 28 48 16.3 16.8 C-11 28 48 16.5 17.0 C-12 28 48 17.4 18.8 B-12 28 48 16.0 16.7 B-11 28 48 16.0 16.2 B-10 28 48 16.0 17.0 B-9 28 48 15.5 15.8 B-8 28 48 16.0 16.5 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · *=_ [214] 350 5600 · ;~x [214] 350 0019 REPORT NO. 55 REPORT DATE: REG PROJECT NO. 73-~4 PAGE: 2 :' 2 I Pier Diameter Bell Diameter Depth Before Final Depth of Date . Pier No. (inches) (inches) Bell (feet) Pier (feet) C.5-22-01 B-7 28 48 '6 C '~3 6 B-6 25 48 '6 5 16 - B-5 28 48 i $ C 16 4 B-4 28 ~8 17 4 17 4 M-5 28 ~8 16 4 16 4 M-6 28 48 16.5 % 5 M-7 28 48 16.0 '6 ' M-8 28 48 16.5 '6.5 M-9 28 48 '6 2 16 4 M-'3 28 48 '5 8 15 8 M-I' 28 48 '5 8 15 4 M-12 29 45 '5 9 1~ 3 L-12 28 48 '5 ? 15 8 Mail Submitted by: Distribution: (.1~ Champion Pa'tqe-s. Ltd.; Mr. Kerry Burden REED ENGINEERING GROUP. INC. ~1 ~ C.D.Henderson. Inc./ Mr. Jason Nunley o~ ~ ~ $ ?ed B:,- (i) AECC. Inc./Mr. Fra.q Carter ``'.; Meinhardt & Qui.qtana/ James F. Phipps. P.E Mr. David Meinhardt TP/je (!) Haynes Whayley Associates Inc./ Mr. Kent Penrod ~ 1 '~ City cf Coppell/Mr. Larry Davis ,,1 ) City of Coppell/Mr. Lee Stone GEOTECHNICAL AND I u ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 101 c/o Champion Partners, Ltd. REG PROJECT NO. 7394 15601 Dallas Parkway, Suite 100 SAMPLE DATE: 06-12-01 Addison, Texas 75001 TECHNICIAN: H. Johnson ATTN: Mr. Kerry Burden CONTRACTOR: C.D. Henderson, Inc. Location of Sample Set Number I Location I Quantity Represented 1 Paving: 300'S, 65'E of N.E. building corner 30/600 2 Paving: 330'S, 85'E of N.E. building corner 110/600 3 Paving: 380'S, 75'E of N.E. building corner 200/600 4 Paving: 485'S, 120'E of N.E. building corner 310/600 5 Paving: 540'S, 50'E of N.E. building corner 410/600 6 Paving: 570'S, 90'E of N.E. building corner 510/600 Design Information I Source of Concrete J Mix Identification I Specified Strength p.s.i. Hanson 7752 4000 Test Results Set I Cylinder Age@ Total Load CompressiveI Average No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i. 1 9065 06-19-01 7 87080 3080 9065 07-10-01 28 119900 4240 9065 07-10-01 28 125940 4460 4350 2 9066 06-19-01 7 86050 3050 9066 07-10-01 28 120400 4260 9066 07-10-01 28 120220 4260 4260 3 9067 06-19-01 7 75470 2670 9067 07-10-01 28 115590 4090 9067 07-10-01 28 115240 4080 4090 4 9068 06-19-01 7 76560 2710 9068 07-10-01 28 115460 4090 9068 07-10-01 28 114500 4050 4070 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 o FAX [214] 350 0019 No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i. 5 9069 06-19-01 7 103150 3650 9069 07-10-01 28 128840 4560 9069 07-10-01 28 135450 4790 4680 6 9070 06-19-01 7 98730 3490 9070 07-10-01 28 122330 4330 9070 07-10-01 28 126410 4470 4400 Cylinder Data Set I Cylinder I TimeofI I ConcreteI Air I Ticket No. ID Slump Sample Air Temp. Temp. Entrainment Number 1 9065 4.50 4:45AM 69 74 4.6 808585 2 9066 5.00 6:00AM 69 74 4.6 808599 3 9067 5.50 7:30AM 72 76 4.6 810501 4 9068 5.50 9:25AM 81 85 4.8 810507 5 9069 5.00 11:00AM 84 88 4.8 810512 6 9070 5.00 1:20PM 85 89 4.6 808660 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/ Keith Atkins Mr. David Meinhardt KEA/je (1) Haynes Whayley Associates, Inc./ Mr. Kent Penrod (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone (1) Potter Concrete/Mr. Brent Cox GEOTECHNICAL AND ENVIRONHENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 101 c/o Champion Partners, Ltd. REG PROJECT NO. 7394 15601 Dallas Parkway, Suite 100 SAMPLE DATE: 06-12-01 Addison, Texas 75001 TECHNICIAN: H. Johnson ATTN: Mr. Kerry Burden CONTRACTOR: C.D. Henderson, Inc. Location of Sample Set Number I Location I Quantity Represented 1 Paving: 300'S, 65'E of N.E. building corner 30/600 2 Paving: 330'S, 85'E of N.E. building corner 110/600 3 Paving: 380'S, 75'E of N.E. building corner 200/600 4 Paving: 485'S, 120'E of N .E. building corner 310/600 5 Paving: 540'S? 50'E of N.E. building corner 410/600 6 Paving: 570'S, 90'E of N.E. building corner 510/600 Design Information Source of Concrete I Mix Identification I Specified Strength p.s,i, Hanson 7752 4000 Test Results No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i. 1 9065 06-19-01 7 87080 3080 9065 07-10-01 28 9065 07-10-01 28 2 9066 06-19-01 7 86050 3050 9066 07-10-01 28 9066 07-10-01 28 3 9067 06-19-01 7 75470 2670 9067 07-10-01 28 9067 07-10-01 28 4 9068 06-19-01 7 76560 2710 9068 07-10-01 28 9068 07-10-01 28 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · -~_ [214] 350 5600 · =Ax [214] 350 0019 Set Cylinder Age@ ! Total Load Compressive Average No. ID Date Tested Test I lbs. Strength p.s.i. Strength p.s.i. 5 9069 06-19-0' 7 '03'50 3650 9069 07-10-0' 28 906? 07-10-0' 28 6 9070 06-19-0' 7 98730 3490 9070 07-!0-0' 28 9070 07-!0-0~ 28 Cylinder Data Set ! Cylinder Time of Concrete Air Ticket No. ID Slump Sample Air Temp. Temp. Entrainment Number 1 9065 -'.50 4:45AM 69 7/ ,~.6 808585 2 906-33 5.00 6:00AM 69 7,~ 4.6 808599 3 9067 5.50 7:30AM 72 76 4.6 810501 ~ 9068 5.50 9:25AM 8' 85 4.8 810507 5 9069 5.00 !':00AM 84 88 4.8 8105:2 6 9070 5.00 1:20PM 85 89 4.6 808660 Mail Submitted by: Distribution: ~ 1 ~ Champion Partners. Ltd.. Mr. Kerry, Burden REED ENGINEERING GROUP, INC. ~I ) C.D.Henderson. Inc..: Mr. Jason Nunley c-si.-= si?is B:, :i'i AECC. Inc.:Mr. Fran Carter (1 ~ Meinhardt & Quintana/ Keith Atkins Mr. David Meinhardt KEA,:je ~ 1 ~ Haynes Whayiey Assoc.ates. Inc.' Mr. Kent Penrod (1 ~ City of Coppel!/Mr. Larry Davis ~1 ~ City of Coppell/Mr. Lee Stone ~ 1 ! Potter Concrete/Mr. Bren.: Cox GEOTECHNICALAND J J~ F~J I-'! I I F~ ' ENVlRONHENTAL CONSULTANTS I CONCRETE CYLINDER TEST REPORT TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 97 c/o Champion Partners, Ltd. REG PROJECT NO. 7394 15601 Dallas Parkway, Suite 100 SAMPLE DATE: 06-12-01 Addison, Texas 75001 TECHNICIAN: W. Eberhardt ATTN: Mr. Kerry Burden CONTRACTOR: C.D. Henderson, Inc. Location of Sample ISet Number I Location [ Quantity Represented 1 Piers: E-15. E-14 and E-13 40/40 Design Information ] Source of Concrete ,Hanson Mix Identification 9337 I Specified Strength P's'i' I 3000 Test Results Set I Cy,inderj Age@ Total Load I CompressiveI Average No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i. 1 7097 06-19-01 7 90880 3220 7097 07-10-01 28 132880 4700 7097 07-10-01 28 134190 4750 4730 Cylinder Data Set J Cy,inder I Timeof J Concrete [ Air I Ticket No. ID Slump Sample Air Temp. Temp. Entrainment Number 1 7097 7.50 3:21 PM 97 90 N/A 808691 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/ Keith Atkins Mr. David Meinhardt KEA/je (1) Haynes Whayley Associates, Inc./ Mr. Kent Penrod (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone (1) Potter Concrete/Mr. Brent Cox 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · -EL [214] 350 5600 · "AX [214] 350 0019 GEOTECHNICAL AND J ~ F:::J r-1 U ~ ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 97 c/o Champion Partners, Ltd. REG PROJECT NO. 7394 15601 Dallas Parkway, Suite 100 SAMPLE DATE: 06-12-01 Addison, Texas 75001 TECHNICIAN: W. Eberhardt ATTN: Mr. Kerry Burden CONTRACTOR: C.D. Henderson, inc. Location of Sample Set Number I Location I Quantity Represented I Piers: E-15, E-14 and E-13 40/40 Design Information I Source of Concrete I Mix Identification I Specified Strength p.s.i. Hanson 9337 3000 Test ResuLts Set ICylinderI Age@ ITotalLoad I Compressive I Average No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i. 1 7097 06-19-01 7 90880 3220 7097 07-10-01 28 7097 07-10-01 28 Cylinder Data Set I Cylinder TimeofI I Concrete Air I Ticket No. ID Slump Sample Air Tamp, Temp. Entrainment Number 1 7097 7.50 3:21 PM 97 90 N/A 808691 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/ Keith Atkins Mr. David Meinhardt KEA/je (1) Haynes Whayley Associates, Inc./ Mr. Kent Penrod (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone (1) Potter Concrete/Mr. Brent Cox 2424 STUTZ DR. · SUITE 400 ,, DALLAS. TX 75235 ,, TE. [214] 350 5600 * FAX [214] 350 0019