Park West CC(12)-LR010320GEOTECHNICAL AND J~ Jm=J r'"l U F=~
ENVIRONPIENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Parkwest Commerce Center - Building 4
Enterprise Drive at Wrangler Drive
Coppell, Texas
REPORTED TO:
CONTRACTOR:
Location of Sample
Set Number
1
2
Pritchard Associates
2501 State Street
Dallas, Texas 75201
ATTN: Mr. Roger Dahlin
McFadden & Miller, Inc.
Location
Panel # 59
Panel # 1
REPORT NO. 30
REG PROJECT NO. 4772
SAMPLE DATE: 03-20-01
TECHNICIAN: E. Beacham
Quantity Represented
150/310
300/310
Design Information
I Source of
Set Number Concrete
1 TXI
Mix Identification
46
Specified Strength p.s.i.
350O
Test Results
Set CylinderI
No. ID Date Tested
Age @
Test
2
4818 03-23-01
4818 03-27-01
4818 04-17-01
4818 04-17-01
4819 03-23-01
4819 03-27-01
4819 04-17-01
4819 04-17-01
3
7
28
28
3
7
28
28
I Total Load
lbs.
72210
101910
146090
151290
74720
93770
143180
155890
Compressive I Average Strength
Strength p.s.i, p.s.i.
2560
3610
5170
5350
264O
3320
5O70
5520
5260
5300
Cylinder Data
I Set I Cylinder [
No. I ID Slump
4818 7.00
4819 6.0
lAir Temp.
9:00AM
11:00AM
Concrete
Temp.
59
70
Air Time of J Ticket
Entrainment SampleI Number
70 N/A 2844314
74 N/A 2844565
Distribution:
(1) Pritchard Associates/
Mr. Roger Dahlin
(1) O'Brien & Associates/
Mr. Mick Granlund
(1) Technistructures/Mr. Keith Leslie
(1) McFadden & Miller/
Mr. Jon Jacobson
(1) Halff Associates/Mr. Dave Littleton
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith E. Atkins
KEA/je
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND ~ F=I r-I U F=~
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Parkwest Commerce Center - Building 4
Enterprise Drive at Wrangler Drive
Coppell, Texas
REPORTED TO:
Pritchard Associates
2501 State Street
DalLas, Texas 75201
A'I'TN: Mr. Roger Dahlin
McFadden & Miller, Inc.
REPORT NO. 30
REG PROJECT NO. 4772
SAMPLE DATE: 03-20-01
TECHNICIAN: E. Beacham
CONTRACTOR:
Location of Sample
Set Number I Location I Quantity Represented
1 150/310
Panel # 59
2 Panel # 1 300/310
Design Information
] Sourceof
Set Number Concrete Mix Identification
1 TXI 46
Specified Strength p.s.i.
3500
Test Results
Set Cylinder J Age@ J Total Load
No. ID Date Tested Test lbs.
1 4818 03-23-01 3 72210
4818 03-27-01 7 101910
4818 04-17-01 28
4818 04-17-01 28
4819 03-23-01 3 74720
4819 03-27-01 7 93770
4819 04-17-01 28
4819 04-17-01 28
Compressive I Average Strength
Strength p.s.i.] p.s.i.
2560
3610
264O
3320
Cylinder Data
Set
No. I
Cylinder J Concrete
ID Slump Air Temp. Temp.
4818 7.00 9:00AM 59
4819 6.0 11:00AM 70
Air Time of Ticket
Entrainment Sample Number
70 N/A 2844314
74 N/A 2844565
Distribution:
(1) Pritchard Associates/
Mr. Roger Dahlin
(1) O'Brien & Associates/
Mr. Mick Granlund
(1) Technistructures/Mr. Keith Leslie
(1) McFadden & Miller/
Mr. Jon Jacobson
(1) Halff Associates/Mr. Dave Littleton
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith E. Atkins
KEA/je
2424 STUTZ DR. * SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 * FAX [214] 350 0019