Tax 2011B-LR130305ALUAncE
cEoTEcHrncAL
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: 02/04/2013
Report Date: 03/05/2013 Previously
Reported: 02/06/2013
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: 141892
Test Method: See Below
Client PO: Q- 0612 -01
TEST RESULTS
Report No: 141892
Page 1 of 2
Set: 1 of 2
Material: CONCRETE
Number of Specimens: 5
Location: Vanbebber Drive entrance to Shell Gas Station, station 4 +00
Maximum
Compressive
Average
Spec Age Tested Diameter
Area Load
Cure
Strength
Strength Tested
Nbr (date : days) (in)
(in 2) (lbs) Break Type
Loc
(PSI)
(PSI) By Comments
A 02/05/13: 1 6.00
28.27 66,220 Type 2
Lab
2,340
2,340
B 02/11/13: 7 6.00
28.27 111,220 Type 2
Lab
3,930
C 02/11/13: 7 6.00
28.27 109,735 Type 2
Lab
3,880
3,910
D 03/04/13: 28 6.00
28.27 168,400 Type 3
Lab
5,960
E 03/04/13: 28 6.00
28.27 169,300 Type 3
Lab
5,990
5,970
R11`79 RR IU
R
FIE
[_]
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: 02/05/2013
Curing Method: Standard
Time Sampled: 11:30 am
Time Batched: 10:30 am
Temp.: Ambient: 63 °F Mix: 68 °F
CONFORMS
Slump: 2.0 Inches Transported By: TXI
Air Content: 4.0% Source /Sampled At: Truck / Center
Mix Code: 8274 Plant: TXI - Plant #141
Truck /Ticket No: 8060 / 1596752
Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 150 cu. yd. total placement
Remarks: *Slump below specifications
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.
f1LLlftt'ICE
kGF_0_TECHri1Cf1L
Q30UF'
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: 02/04/2013
Report Date: 03/05/2013 Previously Reported: 02/06/2013
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: 141892
Test Method: See Below
Client PO: Q- 0612 -01
TEST RESULTS
Report No: 141892
Page 2 of 2
Set: 2 of 2
Material: CONCRETE
Number of Specimens: 5
Location: Vanbebber Drive, station 19
+00, N.bound side
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 02/05/13 :1 6.00
28.27 88,215 Type 2
Lab
3,120
3,120
B 02/11/13: 7 6.00
28.27 131,045 Type 2
Lab
4,630
C 02/11/13: 7 6.00
28.27 127,860 Type 2
Lab
4,520
4,580
D 03/04/13: 28 6.00
28.27 146,856 Type 4
Lab
5,190
E 03/04/13: 28 6.00
28.27 160,365 Type 3
Lab
5,670
5,430
RX ............. 1- 11E1 [71
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification
Strength: 4,000 psi @ 28 days
Slump: 1 - 3
Air Content: 3 - 5
Date Received: 02/05/2013
Curing Method: Standard
Time Sampled: 2:40 pm
Time Batched: 1:44 pm
Temp.: Ambient: 64 °F Mix: 68 °F
CONFORMS
Slump: 3.0 Inches Transported By: TXI
Air Content: 3.5% Source /Sampled At: Truck / Center
Mix Code: 8274 Plant: TXI - Plant #131
Truck /Ticket No: 1511 / 1597119
Quantity Represented: 10 cu. yds. at 80 cu. yds. placed of a 150 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
Per 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.