Coppell Industrial-LR010917 GEOTECHNICALA~.D I~i F~ ~ I 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. 161
c/o Champion Partners, Ltd. REPORT DATE: 09-17-01
15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394
Addison, Texas 75001 TECHNICIAN: J. Gray
ATTN: Mr. Kerry Burden PAGE: 1 of 1
CONTRACTOR: C.D. Henderson, Inc.
Proctor ASTM I Optimum Maximum
No. Standard Description IM°isture, % Density, PCF
1 D-698 Dark brown clay 23.5 9! .5
2 D-698 Brown & light brown clay 23.0 94.0
3 D-698 Brown and tan clay 17.0 106.0
4 D-698 Dark brown clay (lime-treated) 18.5 100.5
5 D-698 Light brown clay (lime-treated) 18.5 99.0
6 D-698 Brown clay (lime-treated) i 9.5 99.0
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) (%) ID Level (%)
462 09-12-01 Leave-out: 60'N, 2'W(1) 1.0 87.3 27.0 1 95.4
463 Leave-out: 175'N, 2'W(1) 1.5 88.9 25.4 1 97.1
464 Leave-out: 300'N, 2'W(1) 2.0 87.8 26.3 1 95.9
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) Haynes Whayley Associates, Inc./ Ronald F. Reed, P.E.
Mr. Kent Penrod KA/mm
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
Extranet
Distribution: (1) Meinhardt & Quintana/
Mr. David Meinhardt
2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · TEL [214] 350 5600 · =*X [214] 350 0019
GEOTECHNICAL AND ~ F==J r-'l I I F=~
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 182
c/o Champion Partners, Ltd. REPORT DATE: 09-17-01
15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394
Addison, Texas 75001 TECHNICIAN: J. Gray
ATTN: Mr. Kerry Burden PAGE: 1 of 1
CONTRACTOR: C.D. Henderson, Inc.
Proctor ASTM I Optimum Maximum
No. Standard Description IM°isture, % 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
4 D-698 Dark brown clay (lime-treated) 18.5 100.5
5 D-698 Light brown clay (lime-treated) 18.5 99.0
6 D-698 Brown clay (lime-treated) 19.5 99.0
Depth
Below Field Field
Test Final S.G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) (%) ID Level (%)
465 09-13-01 Leave-Out: 150'N, 2'W(1) 1.0 87.3 26.6 1 95.4
466 Leave-Out: 275'N, 2'W(1) 1.0 88.6 25.7 1 96.8
467 Leave-Out: 400'N, 2'W(1) 3.0 88.1 26.0 1 96.3
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) Haynes Whayley Associates, Inc./ Ronald F. Reed, P.E.
Mr. Kent Penrod KNcg
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
Extranet
Distribution: (1) Meinhardt & Quintana/
Mr. David Meinhardt
2424 STUTZ DR. * SUITE 400 · DALLAS, TX 75235 · -EL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND ~ J=::;J r-1 I I ~
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. 183
c/o Champion Partners, Ltd. REPORT DATE: 09-17-01
15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394
Addison, Texas 75001 DATE OBSERVED: 09-13-01
ATTN: Mr. Kerry Burden TECHNICIAN: J. Gray
PAGE: 1 of 1
CONTRACTOR: C.D. Henderson, Inc.
I Items Observed: I Paving: From S.E building corner 5'E to 55'E, from 0 to
120'N.
I Reference Plans or Notes Used: I Paving plan
I 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 Uunley Original Signed By
(1) AECC, Inc./Mr. Fran Carter
(1) Haynes Whayley Associates, inc./ James F. Phipps, P.E.
Mr. Kent Penrod KA/cg
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
Extranet
Distribution: (1) Meinhardt & Quintana/
Mr. David Meinhardt
2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 ,, TE_ [214] 350 5600 · ~*Y [214] 350 0019
GEOTECHNICALAND J C~ ~ r~l I i ~
ENVIRONMENTAL CONSULTANTS
I
CONCRETE CYLINDER TEST REPORT
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 189
c/o Champion Partners, Ltd. REG PROJECT NO. 7394
15601 Dallas Parkway, Suite 100 SAMPLE DATE: 09-17-01
Addison, Texas 75001 TECHNICIAN: E. Barrington
ATTN: Mr. Kerry Burden
CONTRACTOR: C.D. Henderson, Inc.
Location of Sample
Set Number I Location I Quantity Represented
1 Slab leaveout at line C.5-1.1 20/20
Design Information
IS°urce °f C°ncrete IPotter Mix Identification 9349 I Specified Strength P's'i' I 4000
Test Results
Set JCylinderI I Age@ ITotalLoad I Compressive I Average
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i,
1 3084 09-24-01 7 108330 3830
3084 10-15-01 28
3084 10-15-01 28
3084 Hold H
Cylinder Data
Set I CylinderI Time ofI I Concrete Air Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 3084 5.00 8: 55AM 81 89 N/A N/A
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 KENje
(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
2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · T=L [214] 350 5600" FAX [214] 350 0019