Park West CC(17)-LR001027 F~--;.E Z~ , I~:1-11~ I I-I1~: I~:l=llnc~
GEOTECHNICALAND ~ I~ I~ I I I~
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Parkwest Commerce Center - Building 3
Enterprise Drive at Wrangler Drive
Coppell, Texas
REPORTED TO: Pritchard Associates REPORT NO. 46
2501 State Street REG PROJECT NO. 4771
Dallas, Texas 75201 SAMPLE DATE: 10-27-00
ATTN: Ms. Ashley Parkinson TECHNICIAN: M. Silva
CONTRACTOR: McFadden & Miller, Inc.
Location of Sample
Set Number I Location I Quantity Represented
I Floor slab Leaveout: 5'S, 50'E of N.W. building corner 10/40
2 Paving: 300'S, 10'E of N.E. building corner 10/50
Design Information
Set No. I Source of Concrete I Mix Identification I Specified Strength p.s.i.
1 TXI 47 4000
2 TXI 8273 4000
Test Results
so, i c~,,n~,rI Age@ Total Load Compressive I Average Strength
No. ID Date Tested Test lbs. Strength p.s.i, p.s.i.
1 1120 11-03-00 7 116460 4120
1120 11-24-00 28 151980 5380
1120 11-24-00 28 150940 5340 5360
1120 Hold H
2 1121 11-03-00 7 95660 3390
1121 11-24-00 28 132250 4680
1121 11-24-00 28 124470 4410 4550
1121 Hold H
Cylinder Data
Set I Cylinder I Timeof I Air I Concrete I Air I Ticket
No. ID Slump Sample Temp. Temp. Entrainment Number
1 1120 5.00 6:53AM 65 78 N/A 2769708
2 1121 5.50 9:00AM 70 79 N/A 27699114
· Distribution: (1) Pritchard Associates/ Submitted by:
Ms. Ashley Parkinson
(1) O'Brien & Associates/ REED ENGINEERING GROUP, INC.
Mr. Mick Granlund
(1) Technistructures/Mr. Keith Leslie Original Signed By
(1) McFadden & Miller/
Mr. Jon Jacobson Keith E. Atkins
(1) Halff Associates/Mr. Dave Littleton KENje
(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
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Parkwest Commerce Center - Building 3
'" Enterprise Drive at Wrangler Drive
Coppell, Texas
REPORTED TO: Pritchard Associates REPORT NO. 46
2501 State Street REG PROJECT NO. 4771
Dallas, Texas 75201 SAMPLE DATE: 10-27-00
ATTN: Ms. Ashley Parkinson TECHNICIAN: M. Silva
CONTRACTOR: McFadden & Miller, Inc.
Location of Sample
Set Number I Location I Quantity Represented
I Floor slab Leaveout: 5'S, 50'E of N.W. building corner 10/40
2 Paving: 300'S, 10'E of N.E. building corner 10/50
Design Information
Set No. I Source of Concrete I Mix Identification I Specified Strength p.s.i.
1 TXI 47 4000
2 TXI 8273 4000
Test Results
No. ID Date Tested Test lbs. Strength p.s.i, p.s.i.
1 1120 11-03-00 7 116460 4120
1120 11-24-00 28
1120 11-24-00 28
1120 Hold H
2 1121 11-03-00 7 95660 3390
1121 11-24-00 28
1121 11-24-00 28
1121 Hold H
Cylinder Data
Set I Cylinder Timeof I Air [ Concrete Air I Ticket
No. ID Slump Sample Temp. Temp. Entrainment Number
1 1120 5.00 6:53AM 65 78 N/A 2769708
2 1121 5.50 9:00AM 70 79 N/A 27699114
Distribution: (1) Pritchard Associates/ Submitted by:
Ms. Ashley Parkinson
(1) O'Brien & Associates/ REED ENGINEERING GROUP, INC.
Mr. Mick Granlund
(1) Technistructures/Mr. Keith Leslie Original Signed By
(1) McFadden & Miller/
Mr. Jon Jacobson Keith E. Atkins
(1) Halff Associates/Mr. Dave Littleton KEA/je
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
I
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019