Coppell Industrial-LR010510 GEOTECHNICAL AND [~ F:~ r-1 I I ~
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 51
c/o Champion Partners, Ltd. REPORT DATE: 05-10-01
15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394
Addison, Texas 75001 TECHNICIAN: M. Silva
ATTN: Mr. Kerry Burden PAGE: 1 of 1
CONTRACTOR: C.D. Henderson. Inc.
Proctor ASTMI Optimum I Maximum
No. Standard Description Moisture, % Density, PCF
1 D-698 Dark brown clay 23.5 91.5
2 D-698 Brown & light brown clay 23.0 94.0
3 D-698 Brown and tan clay 17.0 106.0
Depth
Below Field Field
Test Final S.G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) (%) ID Level (%)
316 04-21-01 Bldg Pad: 650'N, 25'E(1) 1.0 100.5 19.4 3 94.8
317 Bldg Pad: 675'N 75'E(1) 1.0 102.3 18.8 3 96.5
318 Bldg Pad: 660'N, 125'E(1) 1.0 97.7 19.9 3 92.1
319 Bldg Pad: 685'N. 175'E(1) 1.0 97.9 21.5 3 92.3
320 Bldg Pad: 670'N. 225'E(1) 1.0 98.3 19.3 3 92.7
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from S.W. corner of building.
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/ Ronald F. Reed. P.E.
Mr. David Meinhardt KA/myw
(1) Haynes Whayley Associates, Inc./
Mr. Kent Penrod
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · -=_~ [214] 350 5600 · F*.x [214] 350 0019
GEOTECHNiCAL AND I~] I:~ I'-1 I I p
~nvi~onHEnTaL CONSULTANTS i
REPORT OF FIELD DENSITY TESTS
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial. Ltd. REPORT NO. 49
c/o Champion Partners, Ltd. REPORT DATE: 05-10-01
15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394
Addison, Texas 75001 TECHNICIAN: M. Silva
ATTN: Mr. Kerry Burden PAGE: 1 of 1
CONTRACTOR: C.D. Henderson, Inc.
Proctor ASTM Optimum Maximum
No. Standard Description Moisture, % Density, PCF
1 D-698 Dark brown clay 23.5 91.5
2 D-698 Brown & light brown clay 23.0 94.0
3 D-698 Brown and tan clay 17.0 106.0
Depth
Below Field Field
Test Final S.G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) (%) ID Level (%)
311 04-16-01 Bldg Pad: 610'N. 150'W(1) 1.0 98.7 20.5 3 93.1
312 Bldg Pad: 625'N. 250'W(1) 1.0 97.9 20.9 3 92.3
313 Bldg Pad: 645'N. 300'W(1) 1.0 98.6 20.1 3 93.0
314 Bldg Pad: 625'N. 375'W(1) 1.0 98.4 20.4 3 92.8
315 Bldg Pad: 630'N. 450'W(1) 1.0 97.7 21.0 3 92.1
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from S.E. building corner.
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/ Ronald F. Reed, P.E.
Mr. David Meinhardt BW/cg
(1) Haynes Whayley Associates. Inc./
Mr. Kent Penrod
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · TS_ [214] 350 5600 o :~X [214] 350 0019
GEOTECHNICAL AN-rD-- ~ F:;I r-'l I I F:~
ENVIRONMENTAL CONSULTANTS
REPORT OF WATER INJECTION OBSERVATION
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 48
c/o Champion Partners, Ltd. REPORT DATE: 05-10-01
15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394
Addison. Texas 75001 TECHNICIANS K. Blaylock &
ATTN: Mr. Kerry Burden C, Johnson
PAGE: 1 of 1
On these dates a representative of Reed Engineering Group. Inc. observed water injection
operations on the referenced project. The injection operations proceeded in accordance
with project specifications unless otherwise noted.
Specification
Injection Depth (ft) Injection Spacing (ft) I Injection Pressure (psi) Injection Intervals (in)
10 5 100-200 12-18
Equipment
Number of Number of Probes (ea) I Length of Probes (ft) Probe Spacing
Rigs I (ft)
6 4 12 5
Date I Area Injected (sq ft) I Average Pressure (psi) Pass No.
04-13-01 20.000 150 2nd
40.000 150 1st
04-16-01 20.000 150 1st
50.000 150 3rd
04-17-01 20.000 150 3rd
40.000 150 2nd
04-18-01 60,000 150 3rd
04-19-01 10.000 150 3rd
20,000 150 3rd
Surfactant added at regular intervals: Yes
Mail Submitted by:
Distribution: (1) Champion Partners. Ltd./
Mr. Kerry Burden
(1) C.D.Henderson, Inc./ REED ENGINEERING GROUP, INC.
Mr. Jason Nunley
(1) AECC, Inc./Mr. Fran Carter Original Signed By
(1) Meinhardt & Quintana/
Mr. David Meinhardt James F. Phipps, P.E.
(1) Haynes Whayley Associates Inc./ KA/myw
Mr. Kent Penrod
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · -s. [214] 350 5600 · F~-× [214] 350 0019
· GEOTECHNICAL ANb ~ J:=;J [--I U J::::J
ENVIRONMENTAL CONSULTANTS
REPORT OF REINFORCING
STEEL PLACEMENT OBSERVATION
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 47
c/o Champion Partners. Ltd. REPORT DATE: 05-10-01
15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394
Addison, Texas 75001 DATE OBSERVED: 04-18-01
ATTN: Mr. Kerry Burden TECHNICIAN: A. Chairez
PAGE: 1 of 1
CONTRACTOR: C.D. Henderson. Inc.
Items Observed: I Footing for Monument sign.
Reference Plans or Notes Used: I Haynes Whaley Associates, Inc., Attachment #3.
X IThere were no deviations noted.
The reinforcing steel placed at the above referenced locations was observed with
respect to the referenced portions of the contract documents.
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 KA/myw
(1) Haynes Whayley Associates. Inc./
Mr. Kent Penrod
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · TE_ [214] 350 5600 · =~'X [214] 350 0019