Rolling Oaks MC-LR081105CTLITHOMPSON
CITY OF COPPELL
255 PARKWAY BOULEVARD
P.O. BOX 478
COPPELL TX 75019
Date: 1110512008
Report ID: K61992 - DA08152.000
Report of Concrete Compressive Strength Tests
Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: TXI INDUSTRIES
FREEPORT PARKWAY
Location: PAVING, 120' SE OF THE NORTH FIRE HYDRANT
Cast Date: 1012412008
Ticket: 775493
Batch Time: 15:53
Concrete Mix: 8274
In -Lab Date: 1012512008
Truck Number: 8001
Test Time: 17:20
Specimens Made By: BB
Initial Curing Final Curing
Curing Method: Min. Temp: Max Temp: Curing Method:
Other ° F ° F Fog Room
Physical Properties of Concrete (ASTM C143, C231, C138, C1064)
Specified Strength (fc) Slump Air Content Density Temperature
3600 psi @ 28 days 5.25 in. 3.1% 84 deg. F
Compressive Strengths (ASTM C39)
Specimen Age in
Number Days
1 1 7
2 1 7
Diameter
(inches)
Area
(sq. inches)
4.00
12.57
4.00
12.57
Max. Load Compressive Percent Type of
(Ibs.) Strength (psi) of f'c Fracture
56,430 4490 Shear
55,360 4410 Cone
Average: 4450 124
cc: TXI INDUSTRIES
J. STUART TODD ARCHITECTS
THE FAIN COMPANY
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SENIOR PRINCIPAL ? F
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10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111
This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson
Texas, LLC
MR.—Miu ULGairs J, I ;*& •
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T E X A S L L C
CITY OF COPPELL
255 PARKWAY BOULEVARD
P.O. BOX 478
COPPELL TX 75019
Date: 1110512008
Report ID: K61993 - DA08152.000
Report of Concrete Compressive Strength Tests
Project: ROLLING OAKS MEMORIAL CENTER PHASE / Supplier: TX/ INDUSTRIES
FREEPORT PARKWAY
Location: PAVING, 15' WEST OF THE NORTH CURB (MEDIAN)
Cast Date: 1012412008
Ticket: 775535
Batch Time: 18:03
Concrete Mix: 8274
In -Lab Date: 1012512008
Truck Number: 1579
Test Time: 19:10
Specimens Made By: BB
Initial Curing Final Curing
Curing Method: Min. Temp: Max Temp: Curing Method:
Other ° F ° F Fog Room
Physical Properties of Concrete (ASTM C143, C231, C138, C1064)
Specified Strength (fc) Slump Air Content Density Temperature
3600 psi @ 28 days 5.00 in. 2.8% 84 deg. F
Compressive Strengths (ASTM C39)
Specimen
Age in Diameter Area
Number
Days (inches) (sq. inches)
1
7
4.00
12.57
2
7
4.00
12.57
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RICHARD . HAMME.,
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SENIOR PRINCIPAL ITItA2llOfIAt`�` -�`
Max. Load Compressive Percent Type of
(lbs.) Strength (psi) of f'c Fracture
63,520 5050 Cone
58,700 4670 Cone
Average: 4860 135
cc: TXI INDUSTRIES
J. STUART TODD ARCHITECTS
THE FAIN COMPANY
10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111
This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson
Texas, LLC
CTL I THOMPSON
CITY OF COPPELL
255 PARKWAY BOULEVARD Date: 1110512008
P.O. BOX 478 Report ID: K61997 - DA08152.000
COPPELL TX 75019
Report of Concrete Compressive Strength Tests
Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: TXI INDUSTRIES
FREEPORT PARKWAY
Location: PAVING, FREEPORT PARKWAY FIRELANE #1, 15' NE OF THE CURB (MEDIAN)
Cast Date: 1012412008
Ticket: 775028
Batch Time: 10 :17
Concrete Mix: 8274
In -Lab Date: 1012512008
Truck Number: 1102
Test Time: 11 :30
Specimens Made By: BB
Initial Curing Final Curing
Curing Method: Min. Temp: Max Temp: Curing Method:
Other o F o F Fog Room
Physical Properties of Concrete (ASTM C143, C231, C138, C1064)
Specified Strength (fc) Slump Air Content Density Temperature
4000 psi @ 28 days 5.50 in. 2.0% 84 deg. F
Compressive Strengths (ASTM C39)
Specimen Age in
Number Days
1 7
2 7
CTLIThom - pson T
RICHAKD J! HAMME
SENIOR PRINCIPAL
Diameter
(inches)
Area
(sq. inches)
4.00
12.57
4.00
12.57
2, . . ......... h!„M.AERSERG
.ti.. .• . ............�.....�
jI2 tl t�0 it t ~~~
Max. Load Compressive Percent Type of
(lbs.) Strength (psi) of f'c Fracture
37,110 2950 Cone
37,470 2980 Cone
Average: 2960 74
cc: TXI INDUSTRIES
J. STUART TODD ARCHITECTS
THE FAIN COMPANY
10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 -831 -1111
This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson
Texas, LLC
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T C v A C 1 1 !`
CITY OF COPPELL
255 PARKWAY BOULEVARD
P.O. BOX 478
COPPELL TX 75019
Date: 1110512008
Report ID: K61998 - DA08152.000
Report of Concrete Compressive Strength Tests
Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: TXI INDUSTRIES
FREEPORT PARKWAY
Location: PAVING, FREEPORT PARKWAY FIRELANE #1, 5' WEST OF THE MEDIAN CURB (MIDDLE)
Cast Date: 1012412008
Ticket: 775250
Batch Time: 12:19
Concrete Mix: 8274
In -Lab Date: 1012512008
Truck Number: 8807
Test Time: 13 :10
Specimens Made By: BB
Initial Curing Final Curing
Curing Method: Min. Temp: Max Temp: Curing Method:
Other o F o F Fog Room
Physical Properties of Concrete (ASTM C143, C231, C138, C1064)
Specified Strength (f c) Slump Air Content Density Temperature
4000 psi @ 28 days 5.75 in. 3.6% 80 deg. F
2b
10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111
This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson
Texas, LLC
Compressive Strengths (ASTM C39)
Specimen Age in
Diameter Area
Max. Load Compressive Percent Type of
Number Days
(inches) (sq. inches)
(lbs.) Strength (psi) of f'c Fracture
1 7
4.00 12.57
38,790 3090 Cone
2 7
4.00 12.57
32,670 2600 Cone
Average: 2840 71
CTLIThompson Texas, lk
.''
c c : TXI INDUSTRIES
•'' * r .. *
J. STUART TODD ARCHITECTS
�' R..1. HAM _P r
THE FAIN COMPANY
Z� RICHA J.: AMMER
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11
SENIOR PRINCIPAL
Fs�.cE.N.S.f
It
1 0'
2b
10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111
This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson
Texas, LLC
CTLITHOMPSON
CITY OF COPPELL
255 PARKWAY BOULEVARD
P.O. BOX 478
COPPELL TX 75019
Report of Concrete Compressive Strength Tests
Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: TXI INDUSTRIES
FREEPORT PARKWAY
Location: PAVING, 35' NORTH OF THE SEWER DRAIN
Cast Date: 1012412008
Ticket: 775456
Batch Time: 15:00
Concrete Mix: 8274
In -Lab Date: 1012512008
Truck Number: 1567
Test Time: 15:30
Specimens Made By: BB
inivai curing Final Curing
Curing Method: Min. Temp: Max Temp: Curing Method:
Other o F o F Fog Room
Physical Properties of Concrete (ASTM C143, C231, C138, C1064)
Specified Strength (fc) Slump Air Content Density Temperature
4000 psi @ 28 days 5.50 in. 3.6% 84 deg. F
Date: 1110512008
Report ID: K61999 - DA08152.000
Compressive Strengths (ASTM C39)
Specimen Age in
Number Days
1 1 7
2 7
CTL�Tho pson Texa:
Diameter
Area
(inches)
(sq. inches)
4.00
12.57
4.00
12.57
Max. Load Compressive Percent Type of
(lbs.) Strength (psi) of f'c Fracture
60,240 4790 Shear
56,910 4530 Cone
Average: 4660 117
cc: 7X/ INDUSTRIES
J. STUART TODD ARCHITECTS
THE FAIN COMPANY
RICHARD -T HAMME
SENIOR PRINCIPAL
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HAi4'IMcRBE
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ENS .
tttZ1 11 0M «.� ;.�; ~ �
10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111
This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson
Texas, LLC