Tax 2011B-LR130306�flU.IMCE
GE07'ECtilYlC19L
C#nQUP
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: 02/05/2013
Report Date: 03/06/2013 Previously Reported: 02/11/2013 Sampled By: Smith, Courtney
Project: Vanbebber Drive Street Improvements By Order Of: Chris
Location: Vanbebber Drive Order Number: 1770
Client: City of Coppell
REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 141945
Test Method: See Below
Client PO: Q- 0612 -01 TEST RESULTS Report No: 141945
Page 1 of 2
Set: 1 of 2 Material: CONCRETE
Location: Vanbebber Drive, station 17 +00
Spec
Age Tested
Diameter
Nbr
(date : days)
(in)
A
02/08/13:3
6.00
B
02/12/13:7
6.00
C
02/12/13:7
6.00
D
03/05/13:28
6.00
E
03/05/13:28
6.00
Number of Specimens: 5
Maximum Compressive Average
Area Load Cure Strength Strength Tested
(in 2) (Ibs) Break Type Loc (PSI) (PSI) By Comments
28.27 103,415 Type 5 Lab 3,660 3,660
28.27
112,030
Type 2
Lab
3,960
28.27
111,545
Type 2
Lab
3,950
28.27
142,890
Type 2
Lab
5,050
28.27
150,130
Type 2
Lab
5,310
I
DE1
Type 1
Type 2 Type 3
Type 4
Type 5
Specification
Strength: 4,000 psi @ 28 days
Slump: 3 - 5
Air Content: 3 - 6
Date Received: 02/06/2013
Curing Method: Standard
Time Sampled: 10:30 am
Time Batched: 9:40 am
Temp.: Ambient: 62 °F Mix: 65 °F
CONFORMS
Slump: 4.75 Inches
Air Content: 6.0%
Mix Code: 8274
3,950
5,180
�.. ^pli
Type 6
Transported By: TXI
Source /Sampled At: Truck / Center
Plant: TXI - Plant #131
Truck /Ticket No: 1518 / 1598026
Quantity Represented: 10 cu. yds. at 40 cu. yds. placed of a 120 cu. yd. total placement
Remarks:
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. Kak ra, 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 00 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.
fiLLIH17CE
GECITECHIYlCRL
QiOUP
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: 02/05/2013
Report Date: 03/06/2013 Previously Reported: 02/11/2013 Sampled By: Smith, Courtney
Project: Vanbebber Drive Street Improvements By Order Of: Chris
Location: Vanbebber Drive Order Number: 1770
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 141945
Test Method: See Below
Client PO: Q- 0612 -01 TEST RESULTS Report No: 141945
Page 2 of 2
Set: 2 of 2 Material: CONCRETE
Location: Vanbebber Drive, station 18 +50
Spec
Age Tested
Diameter
Nbr
(date : days)
(in)
A
02/08/13:3
6.00
B
02/12/13:7
6.00
C
02/12/13:7
6.00
D
03/05/13:28
6.00
E
03/05/13:28
6.00
Number of Specimens: 5
Maximum
Compressive
Average
Area
Load
Cure
Strength
Strength Tested
(in 2)
(lbs)
Break Type
Loc
(PSI)
(PSI) By Comments
28.27
104,305
Type 5
Lab
3,690
3,690
28.27
126,935
Type 5
Lab
4,490
28.27
124,520
Type 5
Lab
4,400
4,450
28.27
162,030
Type 3
Lab
5,730
28.27
152,290
Type 3
Lab
5,390
5,560
'DI'l
l
. �
k
[71
Type 1
Type 2 Type 3
Type 4 Type 5
Type 6
Specification
Strength: 4,000 psi @ 28 days
Slump: 3 - 5
Air Content: 3 - 6
Date Received: 02/06/2013
Curing Method: Standard
Time Sampled: 12:50 pm
Time Batched: 12:00 pm
Temp.: Ambient: 64 °F Mix: 63 °F
CONFORMS
Slump: 5.0 Inches Transported By: TXI
Air Content: 5.0% Source /Sampled At: Truck / Center
Mix Code: 8274 Plant: TXI - Plant #142
Truck /Ticket No: 3027 / 1598369
Quantity Represented: 10 cu. yds. at 100 cu. yds. placed of a 120 cu. yd. total placement
Remarks:
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. Kakara, 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.