Coppell Industrial-LR010911 GEOTECHNICAL AND E:~ F:=I 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. 186
c/o Champion Partners, Ltd. REG PROJECT NO. 7394
15601 Dallas Parkway, Suite 100 SAMPLE DATE: 09-11-01
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
1 Sidewalk: 40'E, 28'S of S.E. building corner 10/30
I
Design Information
Source of Concrete I Mix Identification I Specified Strength p.s.i. I
Potter 9339 3000
I
Test Results
Set I CylinderI Age@ Total Load I CompressiveI Average
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
1 2848 09-19-01 7 83350 2950
2848 10-10-01 28
2848 10-10-01 28
2848 Hold H
Cylinder Data
Set [ Cylinder I Time of I Concrote I Air I T,cket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 2848 6.50 8:15AM 78 80 7.50 614316
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 · TEL [214] 350 5600 · FAX [214] 350 0019
(~EOTECHNICAL ~ND I~ ~ r'-i 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. 174
c/o Champion Partners, Ltd. REPORT DATE: 09-11-01
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 I Optimum Maximum
No. Standard Description IMoisture, % 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 (%)
457 08-29-01 Leave-Out: 5'N, 300'W(1) 1.0 100.9 20.8 3 95.1
458 Leave-Out: 5'N. 75'W(1) 1.0 98.1 21.8 3 92.5
459 Leave-Out: 50'N, 2'W(1 ) 1.0 89.1 25.5 1 92.3
460 Leave-Out: 180'N, 2'W(1) 3.0 97.8 20.6 3 92.2
461 Leave-Out: 220'N, 2'W(1) 3.0 99.8 19.9 3 94.1 ~
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) Haynes Whayley Associates, Inc./ Ronald F. Reed. P.E.
Mr. Kent Penrod BW/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 · ---L [214] 350 5600 · ~'',: [214] 350 0019