Tax 2011B-LR130104iiLLIf�YCE
GEOTCCHfIICRL
C�iOUP
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: 12/07/2012
Report Date: 01/04/2013 Previously Reported: 12/17/2012 Sampled By: Vidak, Neil
Project: Vanbebber Drive Street Improvements By Order Of: Chris
Location: conc 250 paving Order Number: 1770
Client: City of Coppell
REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 139605
Test Method: See Below
Client PO: Q- 0612 -01 TEST RESULTS Report No: 139605
Page 1 of 3
Set: 1 of 3 Material: CONCRETE
Location: W.bound Van Bebber Dr, station 11 +00
Number of Specimens: 4
C 01/04/13: 28 6.00 28.27 164,425 Type 2 Lab 5,820
D 01/04/13: 28 6.00 28.27 158,720 Type 2 Lab 5,610
F LI S t~ 111 R [_....._J [I
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:
12/08/2012
Curing Method:
Standard
Maximum
10:15 am
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
12/10/12 :3
6.00
28.27
127,430
Type 2 Lab
4,510
4,510
B
12/14/12: 7
6.00
28.27
131,025
Type 2 Lab
4,630
4,630
C 01/04/13: 28 6.00 28.27 164,425 Type 2 Lab 5,820
D 01/04/13: 28 6.00 28.27 158,720 Type 2 Lab 5,610
F LI S t~ 111 R [_....._J [I
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:
12/08/2012
Curing Method:
Standard
Time Sampled:
10:15 am
Time Batched:
9:34 am
Temp.: Ambient:
64 °F Mix: 70 °F
CONFORMS
Slump: 2.25 Inches
Air Content: 5.7%
Mix Code: 8274
5,710
LJ
Type 6
Transported By: TXI
Source /Sampled At: Truck / Center
Plant: TXI - Plant #131
Truck /Ticket No: 1588 / 1559284
Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 250 cu. yd. total placement
Remarks: *Slump does not meet specifications
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM 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 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.
flU.Ifl�ICE
GEOTECHNICML
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: 12/07/2012
Report Date: 01/04/2013 Previously Reported: 12/17/2012 Sampled By: Vidak, Neil
Project: Vanbebber Drive Street Improvements By Order Of: Chris
Location: conc 250 paving Order Number: 1770
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 139605
Test Method: See Below
Client PO: Q- 0612 -01 TEST RESULTS Report No: 139605
Page 2 of 3
Set: 2 of 3 Material: CONCRETE
Location: W.bound lane of Van Bebber Dr, 5'W. of sta 13 +31
Number of Specimens: 4
Specification
Strength: 4,000 psi @ 28 days
Slump: 3 - 5
Air Content: 3 - 6
Date Received: 12/08/2012
Curing Method: Standard
Time Sampled: 12:35 pm
Time Batched: 12:01 pm
Temp.: Ambient: 68 °F Mix: 74 °F
CONFORMS
Slump: 3.0 Inches Transported By: TXI
Air Content: 4.1% Source /Sampled At: Truck / Center
Mix Code: 8274 Plant: TXI - Plant #141
Truck /Ticket No: 8025 / 1559611
Quantity Represented: 10 cu. yds. at 110 cu. yds. placed of a 250 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM 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 REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTANDARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
Maximum
Compressive
Average
Spec
Age Tested
Diameter
Area Load
Cure
Strength
Strength Tested
Nbr
(date : days)
(in)
(in Z) (lbs) Break
Type
Loc
(PSI)
(PSI) By Comments
A
12/10/12: 3
6.00
28.27 98,065 Type 2
Lab
3,470
3,470
B
12/14/12:7
6.00
28.27 117,640 Type
Lab
4,160
4,160
C
01/04/13 : 28
6.00
28.27 168,335 Type 2
Lab
5,950
D
01/04/13: 28
6.00
28.27 163,580 Type 2
Lab
5,870
15,790
El
F1
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: 12/08/2012
Curing Method: Standard
Time Sampled: 12:35 pm
Time Batched: 12:01 pm
Temp.: Ambient: 68 °F Mix: 74 °F
CONFORMS
Slump: 3.0 Inches Transported By: TXI
Air Content: 4.1% Source /Sampled At: Truck / Center
Mix Code: 8274 Plant: TXI - Plant #141
Truck /Ticket No: 8025 / 1559611
Quantity Represented: 10 cu. yds. at 110 cu. yds. placed of a 250 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM 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 REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTANDARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
ALLinnce
GEOTKFiI'llCfil.
CROUP
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: 12/07/2012
Report Date: 01/04/2013 Previously Reported: 12/17/2012 Sampled By: Vidak, Neil
Project: Vanbebber Drive Street Improvements By Order Of: Chris
Location: cone 250 paving Order Number: 1770
Client: City of Coppell
REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 139605
Test Method: See Below
Client PO: Q- 0612 -01 TEST RESULTS Report No: 139605
Page 3 of 3
Set: 3 of 3 Material: CONCRETE
Location: W.bound Van Bebber Dr, station 16 +00
Number of Specimens: 4
Specification
Strength: 4,000 psi @ 28 days
Slump: 3 - 5
Air Content: 3 - 6
Date Received:
12/08/2012
Curing Method:
Standard
Maximum
3:25 pm
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
12/10/12 :3
6.00
28.27
103,175
Type 2
Lab
3,650
3,650
B
12/14/12: 7
6.00
28.27
130,135
Type 3
Lab
4,600
4,600
C
01/04/13: 28
6.00
28.27
161,835
Type 2
Lab
5,720
D
01/04/13 : 28
6.00
28.27_162,720
Type 2
Lab
5,760
5,740
E
11`71EI
11
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:
12/08/2012
Curing Method:
Standard
Time Sampled:
3:25 pm
Time Batched:
3:00 pm
Temp.: Ambient:
73 °F Mix: 77 °F
CONFORMS
Slump: 2.5 Inches Transported By: TXI
Air Content: 4.5% Source /Sampled At: Truck / Center
Mix Code: 8274 Plant: TXI - Plant #141
Truck /Ticket No: 3804 / 1559942
Quantity Represented: 10 cu. yds. at 210 cu. yds. placed of a 250 cu. yd. total placement
Remarks: *Slump does not meet specifications
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM 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 CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.