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Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444-8889 Fax: (972) 444-8893
Acct ID: 1770 File No: C11-0509
Report Date: 06/14/2011
Project: Belt Line & Denton Tap Brick Paver Replacement
Location: Texas
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Client PO: MA10-06
Set: 1 of 2
Type 1
Material: Concrete
Type 5 Type 6
Location:
NB Center Lane of Belt Line
Slump: 5.0 Inches
Transported By:
Curing Method:
Maximum
Air Content: 3.2%
Source/Sampled At:
Spec
Age Tested
Diameter
Area
Load
83°F Mix: 93°F
Cure
Nbr
(date : days)
(in)
(int)
(Ibs)
Break Type
Loc
A
06/14/11: 1
6.00
28.27
114,320
Type 3
Lab
B
06/15/11: 2
6.00
28.27
122,645
Type 3
Lab
C
06/20/11:7
6.00
28.27
Lab
D
06/20/11:7
6.00
28.27
Lab
E
07/11/11:28
6.00
28.27
Lab
F
07/11/11:28
6.00
28.27
Lab
Date Sampled: 06/13/2011
Sampled By: Whitney, Steve
By Order Of: Rick O'Dell
Order Number: 1770
LAB NO: 101836
Test Method: See Below
Report No: 101836
Page 1 of 2
Number of Specimens: 6
Compressive Average
Strength Strength
(PSI) (PSI) Comments
4,040 4,040
4,340 4,340
Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 200 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Ong: City of Coppell (Coppell; TX) Attn: Mr- Rick O'Dell (1 -cc copy)
1 -cc City of Coppell Attn: Mr. George S. Marshall, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project Manager
THIS REPORT .APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TEST ED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR T1 -1E EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED VOTHOUT WRITTEN PERMISSION.
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification:
5,000 psi @ 28 days
Slump: 5.0 Inches
Transported By:
Curing Method:
Standard
Air Content: 3.2%
Source/Sampled At:
Time Sampled:
8:30 am
Plant: LMC 3
Temp.: Ambient:
83°F Mix: 93°F
Mix Code: 2125
Truck/Ticket No: 9140 / 3293088
Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 200 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Ong: City of Coppell (Coppell; TX) Attn: Mr- Rick O'Dell (1 -cc copy)
1 -cc City of Coppell Attn: Mr. George S. Marshall, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project Manager
THIS REPORT .APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TEST ED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR T1 -1E EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED VOTHOUT WRITTEN PERMISSION.
nLUntICE
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GROUr
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444-8889 Fax: (972) 444-8893
Acct ID: 1770 File No: C11-0509
Report Date: 06/14/2011
Project: Belt Line & Denton Tap Brick Paver Replacement
Location: Texas
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Client PO: MA10-06
TEST RESULTS
Set: 2 of 2 Material: Concrete
Location: Left Lane SB Belt Line At Denton Tap
Date Sampled: 06/13/2011
Sampled By: Whitney, Steve
By Order Of: Rick O'Dell
Order Number: 1770
LAB NO: 101836
Test Method: See Below
Report No: 101836
Page 2 of 2
Number of Specimens: 6
Compressive Average
Strength Strength
(PSI) (PSI) Comments
3,920 3,920
4,170 4,170
Maximum
Spec
Age Tested
Diameter
Area
Load
Cure
Nbr
(date : days)
(in)
(int)
(Ibs)
Break Type
Loc
A
06/14/11: 1
6.00
28.27
110,885
Type 3
Lab
B
06/15/11: 2
6.00
28.27
117,995
Type 3
Lab
C
06/20/11:7
6.00
28.27
Slump: 7.5 Inches
Lab
D
06/20/11:7
6.00
28.27
Time Sampled:
10:30 am
Lab
E
07/11/11:28
6.00
28.27
Truck/Ticket No: 3004 / 7219278
Lab
F
07/11/11:28
6.00
28.27
Lab
Date Sampled: 06/13/2011
Sampled By: Whitney, Steve
By Order Of: Rick O'Dell
Order Number: 1770
LAB NO: 101836
Test Method: See Below
Report No: 101836
Page 2 of 2
Number of Specimens: 6
Compressive Average
Strength Strength
(PSI) (PSI) Comments
3,920 3,920
4,170 4,170
Quantity Represented: 10 cu. yds. at 110 Cu. yds. placed of a 200 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173,
C1064 and C138. Compressive strenqth tests per ASTM C39.
Ong: City of Coppell (Coppell. TX) Attn: Mr. Rick O'Dell (1 -cc copy
1 -cc City of Coppell Attn: Mr. George S. Marshall, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES.. NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification:
5,000 psi @ 28 days
Slump: 7.5 Inches
Transported By:
Curing Method:
Standard
Air Content: 4.5%
Source/Sampled At:
Time Sampled:
10:30 am
Plant: LMC 1
Temp.: Ambient:
91°F Mix: 93°F
Mix Code: 2125
Truck/Ticket No: 3004 / 7219278
Quantity Represented: 10 cu. yds. at 110 Cu. yds. placed of a 200 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173,
C1064 and C138. Compressive strenqth tests per ASTM C39.
Ong: City of Coppell (Coppell. TX) Attn: Mr. Rick O'Dell (1 -cc copy
1 -cc City of Coppell Attn: Mr. George S. Marshall, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES.. NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.