SW0801-LR101223(iLL vi
GE OTECHNICAL
GKOUr
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: 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
l
Number of
Client:
The City of Coppell
Specimens:
4
REPORT:
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO:
95951
Material:
CONCRETE
Test Method:
See Below
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.
Orig: 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
1� .............
� f'
..__.��
..............1
Page 1 of 1
l
Maximum
Compressive Average
Spec
Age Tested
Diameter
Area
Load
Cure
Strength Strength
Nbr
(days)
(in)
(in')
(lbs)
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
Redi -Mix
Lab
Standard
C
28
4.00
12.57
11:35 am
Lab
Plant:
D
Temp.: Ambient:
56 °F Mix: 62 °F
Mix Code: 10J11504
Truck/Ticket No:
1175 / 25278258
HOLD (see remarks) -
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.
Orig: 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.
1� .............
� f'
..__.��
..............1
F'�^
l
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.
Orig: 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.