Park West CC(17)-LR000908 GEOTECHNICAL AND J~ FJ~I r-1 LJ F=~
ENVIP. ONPIENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Parkwest Commerce Center - Building 3
Enterprise Drive at Wrangler Drive
Coppell, Texas
REPORTED TO: Myers & Crow Company REPORT NO. 33
3811 Turtle Creek Blvd., Suite 730 REG PROJECT NO. 4771
Dallas, Texas 75219 SAMPLE DATE: 09-08-00
A'I'TN: Mr. Richard Crow TECHNICIAN: B. Steadman
CONTRACTOR: McFadden & Miller, Inc.
Location of Sample
Set Number I Location I Quantity Represented
1 Paving - 200'S, 45'W of NW building corner 130/400 yds
2 Paving - 170'N, 40'W of SW building corner 240/400 yds
Design Information
ISource of Concrete I Mix Identification I Specified Strength p.s.i.
TXI 8273 4000
Test Results
Set I CylinderI Age@ Total Load Compressive I Average Strength
No. ID Date Tested Test lbs. Strength p.s.i, p.s.i.
1 9509 09-15-00 7 93800 3320
9509 10-06-00 28
9509 10-06-00 28
2 9511 09-15-00 7 105410 3730
9511 10-06-00 28
9511 10-06-00 28
Cylinder Data
Set I Cylinder I Concrete I Air I ~,~oo, i ~,=~o~
No. ID Slump Air Temp. Temp. Entrainment Sample Number
1 9509 5.75 72 86 N/A 08:00 AM 2729931
2 9511 5.00 78 82 N/A 09:40 AM 2730132
Distribution: (4) Myers & Crow Company/ Submitted by:
Mr. Richard Crow
(1) Pritchard Associates/
Mr. Jim Pritchard REED ENGINEERING GROUP, INC.
(1) O'Brien & Associates/
Mr. Mick Granlund Original Signed By
(1) Technistructures/Mr. Keith Leslie
(1) McFadden & Miller/ Keith E. Atkins
Mr. Jon Jacobson KEAJcl/je
(1) Halff Associates/Mr. Dave Littleton
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
2424 STUTZ DE. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 * FAX [214] 350 0019
GEOTECHNICAL AND ~ F~ D U F=~
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Parkwest Commerce Center - Building 3
Enterprise Drive at Wrangler Drive
Coppell, Texas
REPORTED TO: Myers & Crow Company REPORT NO. 33
3811 Turtle Creek Blvd., Suite 730 REG PROJECT NO. 4771
Dallas, Texas 75219 SAMPLE DATE: 09-08-00
ATTN: Mr. Richard Crow TECHNICIAN: B. Steadman
CONTRACTOR: McFadden & Miller, Inc.
Location of Sample
Set Number I Location I Quantity Represented
1 Paving - 200'S, 45'W of NW building corner 130/400
2 Paving - 170'N, 40'W of SW building corner 240/400
Design Information
I Source of Concrete I Mix Identification I Specified Strength p.s.i.
I
TXI 8273 4000
Test Results
Set 1CylinderI Age@ TotalLoad] Compressive I Average Strength
No. ID Date Tested Test lbs. Strength p.s.i, p.s.i.
1 9509 09-15-00 7 93800 3320
9509 10-06-00 28 119240 4220
9509 10-06-00 28 117700 4170 4200
2 9511 09-15-00 7 105410 3730
9511 10-06-00 28 134210 4750
9511 10-06-00 28 132650 4690 4720
Cylinder Data
No. ID Slump Air Temp. Temp. Entrainment Sample Number
I 9509 5.75 72 86 N/A 08:00 AM 2729931
2 9511 5.00 78 82 N/A 09:40 AM 2730132
Distribution: (4) Myers & Crow Company/ Submitted by:
Mr. Richard Crow
(1) Pritchard Associates/
Mr. Jim Pritchard REED ENGINEERING GROUP, INC,
(1) O'Brien & Associates/
Mr. Mick Granlund Original Signed By
(1) Technistructures/Mr. Keith Leslie
(1) McFadden & Miller/ Keith E. Atkins
Mr. Jon Jacobson KEA/cl/je
(1) Halff Associates/Mr. Dave Littleton
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019