Coppell Industrial-LR010604 GEOTECHNICAL AND G F=J I'-1 I I F~
ENVIRONPIENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 62
c/o Champion Partners, Ltd. REG PROJECT NO. 7394
15601 Dallas Parkway, Suite 100 SAMPLE DATE: 06-04-01
Addison, Texas 75001 TECHNICIAN: W. Eberhardt
A'Ii'N: Mr. Kerry Burden
CONTRACTOR: C.D. Henderson, Inc.
Location of Sample
Set Number [ Location I Quantity Represented
1 Piers: M-15, M-16 and M-17. 50/50
Grade beam line 1.1 from N.2 to N.9 and line N.2
from 1.1 to 2
Design Information
I Source of Concrete I Mix Identification I Specified Strength p.s.i.
Hanson 9339 3000
Test Results
Set ICylinderI Age@ [TotalLoad I CompressiveI Average
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
1 8570 06-11-01 7 93010 3290
8570 07-02-01 28 103130 3650
8570 07-02-01 28 110340 3910 3930
Cylinder Data
Set I Cylinder Time of Concrete Air J Ticket
No. J ID Slump Sample Air Temp. Temp. EntrainmentI Number
1 8570 5.50 3:42AM 99 91 N/A 817745
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. Brant Cox
2424 STUTZ DR. * SUITE 400 · DALLAS. TX 75235 · TEL [214] 350 5600 · =AX [214] 350 0019
(~EOTECHNICAL AND ~ R J~J U J~
E NVI ~,O N I"IENTA L CONSULTANTS
CONCRETE CYLINDER TEST REPORT
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 82
c/o Champion Partners, Ltd. REG PROJECT NO. 7394
15601 Dallas Parkway, Suite 100 SAMPLE DATE: 06-04-01
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
1 Piers: M-15, M-16 and M-17. 50/50
Grade beam line 1.1 from N.2 to N.9 and line N.2
from 1.1 to 2
Design Information
I Source of Concrete I Mix Identification I Specified Strength p.s.i.
Hanson 9339 3000
Test Results
Set J CylinderI Age@ Total Load CompressiveI Average
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
1 8570 06-11-01 7 93010 3290
8570 07-02-01 28
8570 07-02-01 28
Cylinder Data
Set i Cylinder I Time of Concrete Air Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 8570 5.50 3:42AM 99 91 N/A 817745
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 I
242.4 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · -=~ [2.14] 350 $600 · =,~x [2.14] 350 0019