Coppell BC3-LR000809 GEOTECHNICAL AND
ENVlp`ONHENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Coppell III
Crestside Drive and Wrangler Drive
Coppell, Texas
REPORTED TO:
Lincoln Property Company
3300 Lincoln Plaza
500 N. Akard Street
Dallas, Texas 75201
ATTN: Mr. Brett Phillips
CONTRACTOR: Butler Construction Company
Location of Sample
Set Number I Location
1 Paving: 110'N, 105'E of S.E. building corner
2 Paving: 115'N, 120'E of S.E. building corner
3 Paving: 90'N, 135'E of S.E. building corner
REPORT NO. 44
REG PROJECT NO. 6686
SAMPLE DATE: 08-09-00
TECHNICIAN: F. Steadman
J Quantity Represented
90/340
210/340
310/340
Design Information
J Source of Concrete J Mix Identification
Pioneer 7306
Specified Strength p.s.i.
3000
Test Results
Set Cylinder J
No. ID Date Tested
Test lbs. Strength p.s.i. Strength p.s.i.
2
8483 08-16-00 7
8483 09-06-00 28
8483 09-06-00 28
8483 Hold H
3
8484 08-16-00 7
8484 09-06-00 28
8484 09-06-00 28
8484 Hold H
8485 08-16-00 7
8485 09-06-00 28
8485 09-06-00 28
8485 Hold H
92510 3270
9261O 328O
87090 3080
2424 STUTZ DP,. * SUITE 400 · DALLAS, TX 75235 * TEL [214] 350 5600 * FAX [214] 350 0019
Cylinder Data
Set
Cylinder
ID
8483
8484
8485
Time of
Slump Sample
5.50 5:45AM
5.75 7:15AM
5.75 8:20AM
lAir Temp.
79
79
81
I Concrete Air Ticket
Temp. Entrainment Number
91 3.7 651633
9O 3.9 651646
89 3.4 651658
Distribution:
(1) Lincoln Property Company/
Mr. Brett Phillips
(1) Lincoln Property Company/
Mr. Kyle Bramlett
(1) O'Brien & Associates/
Mr. Mick Granlund
(1) Butler Construction Company/
Mr. Chris Butler
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Larry Davis
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith Atkins
KENje/rt
GEOTECHNICALAND ~ ~ ~ I I ~
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Coppell III
Crestside Drive and Wrangler Drive
Coppell, Texas
REPORTED TO:
Lincoln Property Company
3300 Lincoln Plaza
500 N. Akard Street
Dallas, Texas 75201
ATTN: Mr. Brett Phillips
CONTRACTOR: Butler Construction Company
Location of Sample
Set Number I Location
REPORT NO. 44
REG PROJECT NO. 6686
SAMPLE DATE: 08-09-00
TECHNICIAN: F. Steadman
Quantity Represented
1 Paving: 110'N, 105'E of S.E. building corner 90/340
2 Paving: 115'N, 120'E of S.E. building corner 210/340
3 Paving: 90'N, 135'E of S.E. building corner 310/340
Design Information
Is°urce °f c°ncrete IPioneer Mix IdentificatiOn 7306 I Specified Strength P's'i' I 3000
Test Results
Set Cylinder
No. ID
I Age@ Total Load I CompressiveI Average
Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
8483 08-16-00 7 92510 3270
8483 09-06-00 28 113610 4020
8483 09-06-00 28 124840 4420
8483 Hold H
8484 08-16-00 7 92610 3280
8484 09-06-00 28 109900 3890
8484 09-06-00 28 113000 4000
8484 Hold H
8485 08-16-00 7 87090 3080
8485 09-06-00 28 103860 3680
8485 09-06-00 28 108670 3850
8485 Hold H
4220
3950
3770
2424 STUTZ DR. * SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 * FAX [214] 350 0019
Cylinder Data
Set Cylinder
No. I ID
i 8483
8484
8485
Time of
Slump Sample Air Temp.
5.50 5:45AM
5.75 7:15AM
5.75 8:20AM
79
79
81
Concrete I Air Ticket
Temp.I Entrainment Number
91 3.7 651633
90 3.9 651646
89 3.4 651658
Distribution:
(1) Lincoln Property Company/
Mr. Brett Phillips
(1) Lincoln Property Company/
Mr. Kyle Bramlett
(1) O'Brien & Associates/
Mr. Mick Granlund
(1) Butler Construction Company/
Mr. Chris Butler
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Larry Davis
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith Atkins
KENje/rt