Coppell Industrial-LR010503 GEOTr:CH NICAL AND J~
ENVIRONMENTAL CONSULTANTS
POST INJECTION CONFIRMATION RESULTS
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 42
c/o Champion Partners, Ltd. REPORT DATE: 05-03-01
15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394
Addison, Texas 75001 PAGE: 1 of 1
ATTN: Mr. Kerry Burden
CONTRACTOR: C.D. Henderson, Inc.
AREA REPRESENTED: Pad from Lines A to N: Between rows 9 to 13.
Boring Number/Pocket Pen
Date
Sample I Depth
04-10-01 0.0- 1.5 4.5+ 1.00 1.30 1.30 1.20 1.30 2.30
1.5- 3.0 4.5+ 1.00 1.80 2.50 1.00 3.00 1.80
3.0- 4.5 4.5++ 2.70 2.80 4.00 1.80 3.00 4.5+
4.5- 6.0 N/A 4.5+ 4.5++ 3.50 2.00 4.5+ 4.5+
6.0- 7.5 N/A 2.50 4.5++ 4.5+ 2.30 4.5++ 4.5+
Boring Number/Pocket Pen
Date J Depth J
Sampled (feet) W-38 W-39 W-40
04-10-01 0.0- 1.0 4.5+ 2.20 2.80
1.0- 2.0 2.30 1.50 4.5+
2.0- 3.0 4.00 4.5++ 3.00
3.0- 4.0 4.5++ 4.5++ 3.50
4.0- 5.0 N/A 4.5++ 4.5+
5.0- 6.0 N/A N/A 4.30
6.0- 7.0 N/A N/A 4.30
Comments: Borings obtained after three injection passes. Based on the test results, an
additional pass was not considered necessary.
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/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 · -EL [il4] 350 5600 · =AX [214] 350 0019
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GEOTECHNICALAND J J~J J~J r"l i I J~J
ENVIRONMENTAL CONSULTANTS J
CONCRETE CYLINDER TEST REPORT
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 59
cio Champion Partners, Ltd. REG PROJECT NO. 7394
15601 Dallas Parkway, Suite 100 SAMPLE DATE: 05-03-01
Addison, Texas 75001 TECHNICIAN: S. Holliday
ATTN: Mr. Kerry Burden
CONTRACTOR: C.D. Henderson, Inc.
Location of Sample
Set Number I Location I Quantity Represented
1 Paving: 20'S, 275'E of N.E. building corner 60/300
2 Paving: 105'S, 270'E of N.E. building corner 130/300
3 Paving: 200'S, 285'E of N.E. building corner 220/300
Design Information
Source of Concrete J Mix Identification J Specified Strength p.s.i. J
Hanson 7752 4000
I
Test Results
No. ID Dat~ T~st~d T~st lbs. Strength p.s.i. Strength p.s.i.
1 7143 05-10-01 7 Damaged In Field
7143 05-31-01 28 Damaged In Field
7143 05-31-01 28 Damaged In Field
7143 Hold H
2 7144 05-10-01 7 90760 3210
7144 05-31-01 28 115540 4090
7144 05-31-01 28 115120 4070 4080
7144 Hold H
3 7145 05-10-01 7 116770 4130
7145 05-31-01 28 122320 4330
7145 05-31-01 28 132790 4700 4520
7145 Hold H
-- I
2424 STUTZ DR. · SUITE 400 ,, DALLAS. TX 75235 ,, T'_-L [214] 350 5600" F~,X [214] 350 0019
Cylinder Data
Set I CylinderI TimeofI I Concrete Air I Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 7143 4.00 4:35AM 68 78 N/A 879872
2 7144 5.25 6:10AM 69 74 N/A 879886
3 7145 5.00 8:00AM 70 76 N/A 698526
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 & QuJntana/ KeJth 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