Tax 2011B-LR130215JILLIMCE
UE4TE011I09L
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: 02/11/2013
Report Date:
02/15/2013
Sampled By:
Burgdorf, Bradley
Project:
Vanbebber Drive Street Improvements
By Order Of:
Chris
Location:
Paving, Heartz Rd at Vanbebber intersection
Order Number:
1770
(date : days)
(in)
Number of
(Ibs)
Client:
City of Coppell
Specimens:
5
REPORT:
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO:
142159
Material:
CONCRETE
Test Method:
See Below
Client PO:
Q- 0612 -01 TEST RESULTS
Report No:
142159
C
03/11/13:28
Page 1 of 1
28.27
Average
Strength Tested
(PSI) By Comments
3,310
1'771
11-71M
M,
R
Maximum
9:15 am
Compressive
Spec
Age Tested
Diameter
Area
Load
Cure
Strength
Nbr
(date : days)
(in)
(in 2)
(Ibs)
Break Type Loc
(PSI)
A
02/13/13:2
6.00
28.27
93,535
Lab
3,310
B
02/18/13:7
6.00
28.27
Lab
C
03/11/13:28
6.00
28.27
Lab
D
03/11/13:28
6.00
28.27
Lab
E
Average
Strength Tested
(PSI) By Comments
3,310
1'771
11-71M
M,
R
Time Sampled:
9:15 am
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:
02/12/2013
Curing Method:
Standard
Time Sampled:
9:15 am
Time Batched:
8:15 am
Temp.: Ambient:
62 °F Mix: 61 °F
Slump: 3.75 Inches
Air Content: 4.6%
Mix Code: 8274
HOLD (see remarks) -
Transported By: TXI
Source /Sampled At: Truck / Center
Plant: TXI - Plant #131
Truck /Ticket No: 1574 / 1603536
Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 10 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
r°
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 CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
fiLLlf#iCE
GEOTECHf11CRL
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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: C12 -1001
Date Sampled: 01/17/2013
Report Date: 02/15/2013 Previously Reported: 01/18/2013
Sampled By: Burgdorf, Bradley
Project: Vanbebber Drive Street
Improvements
By Order Of: Chris
Location: Approach southbound
- Station 10 +50
Order Number.- 1770
Number of
Client: City of Coppell
Specimens: 5
REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH
TEST
LAB NO: 140951
Material: Concrete
Test Method: See Below
Client PO: Q- 0612 -01
TEST RESULTS
Report No: 140951
Page 1 of 1
Maximum
Compressive
Average
Spec Age Tested Diameter
Area Load
Cure
Strength
Strength Tested
Nbr (date : days) (in)
(in 2) (Ibs) Break Type
Loc
(PSI)
(PSI) By Comments
A 01/21/13: 4 6.00
28.27 93,225 Type 2
Lab
3,300
3,300
B 01/24/13: 7 6.00
28.27 91,245 Type 2
Lab
3,230
C 01/24/13: 7 6.00
28.27 97,085 Type 2
Lab
3,430
3,330
D 02/14/13: 28 6.00
28.27 133,990 Type 3
Lab
4,740
E 02/14/13: 28 6.00
2,8..27 139,615 Type 3
Lab
4,['71 40
4,840
yin F � ( �
I.....
[1
.II.
Type 1 Type 2 Type 3
.....1
Type 4
Type 5
Type 6
Specification
Strength:
Slump: 3 -5
Air Content: 4 -6
Date Received: 01/18/2013
Curing Method: Standard
Time Sampled: 12:00 pm
Time Batched: 10:38 am
Temp.: Ambient: 50 °F Mix: 63 °F
Slump: 4.0 Inches
Air Content: 4.1%
Mix Code: 8274
Transported By: TXI
Source /Sampled At: Truck / Center
Plant: 150
Truck /Ticket No: 8027 / 1580181
Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 10 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)
Ong: 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 00 THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT W RITTEN PERMISSION.