Coppell BC3-LR000712GEOTECHNICAL AND J~ F=J I-'1
ENVlRONHENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Coppell Iil
Crestside Drive and Wrangler Drive
Coppell, Texas
REPORTED TO:
CONTRACTOR:
Lincoln Property Company
3300 Lincoln Plaza
500 N. Akard Street
Dallas, Texas 75201
ATTN: Mr. Brett Phillips
Butler COnstruction Company
REPORT NO. 30
REG PROJECT NO. 6686
SAMPLE DATE: 07-12-00
TECHNICIAN: P. Olegario
Location of Sample
Set Number J Location
J Quantity Represented
1 Floor Slab: 60'S, 15'E of NW Bldg. corner 90/800
2 Floor Slab: 130'S, 65'E of NW Bldg. corner 150/800
3 Floor Slab: 55'S, 150'E of NW Bldg. corner 220/800
4 Floor Slab: 115'S, 260'E of NW Bldg. corner 360/800
5 Floor Slab: 295'S, 50'E of NW Bldg. corner 430/800
6 Floor Slab: 55'N, 75'E of SW Bldg. corner 510/800
7 Floor Slab: 100'N, 150'E of SW Bldg. corner 640/800
8 Floor Slab: 130'N, 250'E of SW Bldg. corner 740/800
Design Information
I Source of Concrete I Mix Identification I Specified Strength p.s.i. I
I
Pioneer 9349 4000
I
Test Results
Set CylinderI
No. ID Date Tested
1 7462 07-19-00
7462 08-09-00
7462 08-09-00
7462 Hold
Age ~ Total Load Compressive I Average
Test lbs. Strength p.s.i.I Strength p.s.i.
7 113100 4OO0
28 136590 4830
28 131540 4650
H
2 7463 07-19-00 7 105310 3730
7463 08-09-00 28 125430 4440
7463 08-09-00 28 129340 4570
7463 Hold H
3 7464 07-19-00 7 103550 3660
7464 08-09-00 28 118040 4170
7464 08-09-00 28 119000 4210
7464 Hold H
4740
4510
4190
2424 STUTZ DR. · SUITE 400 ,, DALLAS, TX 75235 · TEL [214] 350 5600 ' FAX [214] 350 0019
Set CylinderI
No. ID Date Tested
Test lbs. Strength p.s.i. Strength p.s.i.
4
7467 07-19-00 7
7467 08-09-00 28
7467 08-09-00 28
7467 Hold H
5
7467 07-19-00 7
7467 08-09-00 28
7467 08-09-00 28
7467 Hold H
7468 07-19-00 7
7468 08-09-00 28
7468 08-09-00 28
7468 Hold H
7
7469 07-19-00 7
7469 08-09-00 28
7469 08-09-00 28
7469 Hold H
7470 07-19-00 7
7470 08-09-00 28
7470 08-09-00 28
7470 Hold H
94830 3350
97220 3440
92390 3270
88730 3140
96840 3430
Cylinder Data
Set Cylinder I ITime °f
No. ID Slump Sample Air Temp.
1 7462 3.00 4:45AM 73
2 7463 4.50 5:45^M 75
3 7464 5.00 6:35^M 78
4 7465 5.00 7:50AM 80
5 7466 5.50 9:20AM 85
6 7467 6.00 10:00AM 92
7 7468 5.50 11:35AM 99
8 7469 6.00 12:40PM 101
ConcreteI Air I Ticket
Temp. Entrainment Number
9O NA 649787
90 NA 649793
94 NA 649800
95 NA 649815
94 NA 649823
95 NA 649833
95 NA 649848
95 NA 649865
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
KENrt
GEOTECHNICALAND J ~ ~ r""l I I J==
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
Al-rN: Mr. Brett Phillips
REPORT NO. 30
REG PROJECT NO. 6686
SAMPLE DATE: 07-12-00
TECHNICIAN: P. Olegario
CONTRACTOR: Butler Construction Company
Location of Sample
Set Number J Location
1 Floor Slab:
2 Floor Slab:
3 Floor Slab:
4 Floor Slab:
5 Floor Slab:
6 Floor Slab:
7 Floor Slab:
8 Floor Slab:
60'S, 15'E of NW Bldg. corner
130'S, 65'E of NW Bldg. corner
55'S, 150'E of NW Bldg. corner
115'S, 260'E of NW Bldg. corner
295'S, 50'E of NW Bldg. corner
55'N, 75'E of SW Bldg. corner
100'N, 150'E of SW Bldg. corner
130'N, 250'E of SW Bldg. corner
J Quantity Represented
90/800
150/800
220/800
360/800
430/800
510/800
640/800
740/800
Design Information
ISource of Concrete J
Pioneer
Mix Identification
9349
Specified Strength p.s.i.
4O0O
Test Results
Set Cylinder J J Age(~
No. ID Date Tested Test
7462 07-19-00 7
7462 08-09-00 28
7462 08-09-00 28
7462 Hold H
2
J Total Load J Compressive J Average
lbs. Strength p.s.i. Strength p.s.i.
3
113100 4000
7463 07-19-00 7 105310
7463 08-09-00 28
7463 08-09-00 28
7463 Hold H
7464 07-19-00 7 103550
7464 08-09-00 28
7464 08-09-00 28
7464 Hold H
3730
3660
2424 STUTZ DR. * SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
Set CylinderI
No. ID Date Tested
4
7467 07-19-00
7467 08-09-00
7467 08-09-00
7467 Hold
5
7467 07-19-00
7467 08-09-00
7467 08-09-00
7467 Hold
6
7468 07-19-00
7468 08-09-00
7468 08-09-00
7468 Hold
7
7469 07-19-00
7469 08-09-00
7469 08-09-00
7469 Hold
747O 07-19-00
7470 08-09-00
7470 08-09-00
7470 Hold
Age @
Test
Total Load Compressive I Average
lbs. Strength p.s.i. Strength p.s.i.
7 94830 3350
28 115120 4070
28 122320 4230
H
7 97220 3440
28 117480 4150
28 117700 4160
H
7 92390 3270
28 114680 4060
28 116110 4100
H
7 8873O 3140
28 111980 3960
28 108640 3840
h
7 96840 3430
28 118590 4190
28 118700 4250
H
4150
4160
4O8O
390O
4220
Cylinder Data
Set Cylinder
No. ID
1 7462
2 7463
3 7464
4 7465
5 7466
6 7467
7 7468
8 7469
Time of
Slump Sample
3.00 4:45AM
4.50 5:45AM
5.00 6:35AM
5.00 7:50AM
5.50 9:20AM
6.00 10:00AM
5.50 11:35AM
6.00 12:40PM
I Concrete Air I Ticket
AirTemp. Temp. Entrainment Number
73 90 NA 649787
75 90 NA 649793
78 94 NA 649800
80 95 NA 649815
85 94 NA 649823
92 95 NA 649833
99 95 NA 649848
101 95 NA 649865
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
KEA/rt