SW0801-LR110112Consulting 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: C10 -1036
Date Sampled:
01/05/2011
Report Date: 01/12/2011
Sampled By:
Whitney, Steve
Project:
Sidewalk Improvements
By Order Of:
Larry Davis
Location:
N.bound Denton Tapp Rd, 120'S. of Sandy Lake Rd
Order Number:
1770
4.00
12,57
Number of
5,220 5,220
Client:
The City of Coppell
Specimens:
4
REPORT:
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO:
96569
Material:
CONCRETE
Test Method:
See Below
TEST RESULTS Report No: 96569
Page 1 of 1
Quantity Represented: 10 cu. yds.
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Ong: The City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project Manager
THIS REPORT APPLIES ONLY 10 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.
Maximum
Compressive Average
Spec Age Tested Diameter
Area
Load Cure
Strength Strength
Nbr (days)
(in)
(in')
(Ibs) Break Type Loc
(PSI) (PSI) Comments
A 7
4.00
12,57
65,570 Type 3 Lab
5,220 5,220
B 28
4.00
12.57
Lab
C 28
4.00
12.57
Lab
D
HOLD (see remarks) -
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification:
3,600 psi @ 28 days
Date Received:
01/06/2011
Slump: 5.0 Inches
Transported By: Redi -Mix
Curing Method:
Standard
Air Content: 4.3%
Source /Sampled At: Truck / Center
Time Sampled:
9:15 am
Plant: Redi -Mix - Plant #259
Temp.: Ambient:
47 °F Mix: 65 °F
Mix Code: 1 OL11504
Truck/Ticket No: 1349 / 25283913
Quantity Represented: 10 cu. yds.
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Ong: The City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project Manager
THIS REPORT APPLIES ONLY 10 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.
1ILLIfINCE
GEOTECHNICML
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: C10 -1036
Date Sampled: 12/14/2010
Report Date: 01/12/2011 Previously Reported: 12/23/2010
Sampled By:
Wingerd, Pierce
Project:
Sidewalk Improvements
By Order Of:
Larry Davis
Location:
W.bound Bethel Rd sidewalk 300' E. of Denton Tap
Order Number:
1770
Page 1 of 1
Number of
Client:
The City of Coppell
Spe cimens:
4
REPORT:
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO:
95951
Material:
CONCRETE
Test Method:
See Below
._...
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 3,000 psi @ 28 days
Date Received: 12/15/2010 Slump: 5.5 Inches Transported By: Redi -Mix
Curing Method: Standard Air Content: 3.8% Source /Sampled At: Truck/ Center
Time Sampled: 11:35 am Plant: Redi -Mix - Plant #P136
Temp.: Ambient: 56 °F Mix: 62 °F Mix Code: 10J11504 Truck/Ticket No: 1175 / 25278258
Quantity Represented: 10 cu. yds.
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Ong: The City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy)
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.
TEST RESULTS
Report No: 95951
Page 1 of 1
Maximum
Compressive Average
Spec
Age Tested
Diameter
Area
Load
Cure
Strength Strength
Nbr
(days)
(in)
(in')
(Ibs)
Break Type
Loc
(PSI) (PSI) Comments
A
7
4.00
12.57
49,865
Type 1
Lab
3,970 3,970
B
28
4.00
12.57
67,285
Type 2
Lab
5,350
C
28
4.00
12.57
67,545
Type 2
Lab
5,380 5,360
D
HOLD (see remarks) -
._...
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 3,000 psi @ 28 days
Date Received: 12/15/2010 Slump: 5.5 Inches Transported By: Redi -Mix
Curing Method: Standard Air Content: 3.8% Source /Sampled At: Truck/ Center
Time Sampled: 11:35 am Plant: Redi -Mix - Plant #P136
Temp.: Ambient: 56 °F Mix: 62 °F Mix Code: 10J11504 Truck/Ticket No: 1175 / 25278258
Quantity Represented: 10 cu. yds.
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Ong: The City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy)
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.