Tax 2011B-LR130218GEOTKHnlCflL
GROUP
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: C12 -1001 Date Sampled: 02/15/2013
Report Date: 02/18/2013 Sampled By: Godwin, Jonathan
Project: Vanbebber Drive Street Improvements By Order Of: Chris
Location: Southbound Heartz Rd. at Van Bebber Dr. intersection, Sampled: Order Number: 1770
South of the northern most leave out (for colored concrete) on
southbound Heartz Rd.
Spec Age Tested
Nbr (date : days)
A 02/18/13:3
B 02/22/13:7
C 03/15/13:28
D 03/15/13:28
Compressive
Number of
Diameter
Client:
City of Coppell
Specimens:
4
REPORT.
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO:
142429
Material:
Concrete
Test Method:
See Below
Client PO:
Q- 0612 -01 TEST RESULTS
Report No:
142429
Type 4 Type 5
Page 1 of 1
Spec Age Tested
Nbr (date : days)
A 02/18/13:3
B 02/22/13:7
C 03/15/13:28
D 03/15/13:28
Specification
Strength:
Slump: 3 -5
Air Content: 3 -6
Compressive
Maximum
Diameter
Area
Load
(in)
(in2)
(Ibs) Break Type
6.00
28.27
109,270 Type 2
6.00
28.27
6.00
28.27
6.00
28.27
Type 4 Type 5
Type 6
Type 1
Type 2 Type 3
Specification
Strength:
Slump: 3 -5
Air Content: 3 -6
Slump: 4.0 Inches
Air Content: 5.4%
Mix Code: 8274
Date Received: 02/16/2013
Curing Method: Standard
Time Sampled: 2:20 pm
Time Batched: 1:34 pm
Temp.: Ambient: 47 °F Mix: 58 °F
Unit Weight: 148.3 # /cu ft
Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 50 cu. yd. total placement
Remarks:
Transported By: TXI
Source /Sampled At: Truck / Center
Plant: 143
Truck/Ticket No: 8025 / 1607421
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or
C173, C1064 and C138. Compressive strength tests per ASTM C39.
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Ka ara, CME Department 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.
Compressive
Average
Cure
Strength
Strength Tested
Loc
(PSI)
(PSI) By Comments
Lab
3,860
3,860
Lab
Lab
Lab
Type 4 Type 5
Type 6
Slump: 4.0 Inches
Air Content: 5.4%
Mix Code: 8274
Date Received: 02/16/2013
Curing Method: Standard
Time Sampled: 2:20 pm
Time Batched: 1:34 pm
Temp.: Ambient: 47 °F Mix: 58 °F
Unit Weight: 148.3 # /cu ft
Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 50 cu. yd. total placement
Remarks:
Transported By: TXI
Source /Sampled At: Truck / Center
Plant: 143
Truck/Ticket No: 8025 / 1607421
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or
C173, C1064 and C138. Compressive strength tests per ASTM C39.
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Ka ara, CME Department 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.