Tax 2011B-LR121217flLLiAncE
GEOTECIifIICRL
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: 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
12/08/2012
Material: CONCRETE
Location: W.bound Van Bebber Dr, station 11 +00
Time Sampled:
10:15 am
Maximum
Spec Age Tested
Diameter
Area Load
Nbr (date : days)
(in)
(in 2) (lbs) Break Type
A 12/10/12: 3
6.00
28.27 127,430 Type 2
B 12/14/12: 7
6.00
28.27 131,025 Type 2
C 01/04/13:28
D 01/04/13:28
6.00 28.27
6.00 28.27
I
Type 1
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
Compressive
Cure Strength
Loc (PSI)
4,510
4,630
Lab
Lab
Lab
Lab
Number of Specimens: 4
Average
Strength Tested
(PSI) By Comments
4,510
4,630
Type 2 Type 3 Type 4 Type 5 Type 6
Slump: 2.25 Inches
Air Content: 5.7%
Mix Code: 8274
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 perASTM 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.
ti�LlfN'ICE
GCE(7TECHf11CRL
OU
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
Curing Method:
Standard
Date Sampled: 12/07/2012
Report Date: 12/17/2012
Time Batched:
12:01 pm
Temp.: Ambient:
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
Number of Specimens: 4
Location: W.bound lane of Van Bebber Dr, 5'W. of sta 13 +31
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 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 2
Lab
4,160
4,160
C 01/04/13:28 6.00
28.27
Lab
D 01/04/13:28 6.00
28.27
Lab
R F I I R M IU
R
[1– 1-1
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:
12/08/2012
Curing Method:
Standard
Time Sampled:
12:35 pm
Time Batched:
12:01 pm
Temp.: Ambient:
68 °F Mix: 74 °F
Slump: 3.0 Inches
Air Content: 4.1 %
Mix Code: 8274
Transported By: TXI
Source /Sampled At: Truck / Center
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 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.
RLufih10E
GEOTECFifIICRL
OR
OU
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
Curing Method:
Date Sampled: 12/07/2012
Report Date: 12/17/2012
3:25 pm
Time Batched:
Sampled By: Vidak, Neil
Project: Vanbebber Drive Street Improvements
73 °F Mix: 77 °F
By Order Of: Chris
Location: conc 250 paving
Slump: 2.5 Inches Transported By: TXI
Order Number: 1770
Client: City of Coppell
Mix Code: 8274
Plant: TXI - Plant #141
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
Number of Specimens: 4
Location: W.bound Van Bebber Dr, station 16 +00
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 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
D 01/04/13:28
6.00 28.27
6.00 28.27
F F__`1
Type 1
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
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)
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 CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
Lab
Lab
I_
Type 2
Type 3 Type 4
Type 5 Type 6
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)
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 CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
fiLLlMCE
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j GEQTEC�YICAL
CNiOUP
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: 11/16/2012
Report Date:
12/17/2012 Previously Reported: 11/26/2012
Sampled By:
Graham, Kevin
Project:
Vanbebber Drive Street Improvements
By Order Of:
Chris
Location:
Drainage inlet bottom on Vanbebber Dr, W.bound, station 10 +80'
Order Number: 1770
4.00
D
Number of
4.00
Client:
City of Coppell
Specimens:
4
REPORT:
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO:
138504
Material:
CONCRETE
Test Method:
See Below
Client PO: Q- 0612 -01 TEST RESULTS
Report No:
138504
Page 1 of 1
Spec
Age Tested
Diameter
Nbr
(date : days)
(in)
A
11/23/12:7
4.00
B
11/23/12:7
4.00
C
12/14/12:28
4.00
D
12/14/12:28
4.00
12.57 67,055
12.57 68,230
RK IF71 R 1-11--i
Type 1 Type 2
Specification
Strength: 4,000 psi @ 28 days
Slump: 4 - 6
Air Content: 3 - 6
Date Received:
Maximum
Curing Method:
Compressive
Average
Area
Load
Cure
Strength
Strength Tested
(in 2)
(Ibs)
Break Type Loc
(PSI)
(PSI) By Comments
12.57
49,020
Type 2 Lab
3,900
12.57
47,635
Type 3 Lab
3,790
3,850
12.57 67,055
12.57 68,230
RK IF71 R 1-11--i
Type 1 Type 2
Specification
Strength: 4,000 psi @ 28 days
Slump: 4 - 6
Air Content: 3 - 6
Date Received:
11/17/2012
Curing Method:
Standard
Time Sampled:
2:00 pm
Time Batched:
12:18 pm
Temp.: Ambient:
64 °F Mix: 70 °F
Slump: 5.0 Inches
Air Content: 4.5%
Mix Code: 8274
Transported By: TXI
Source /Sampled At: Truck / Center
Plant: TXI - Plant #141
Truck /Ticket No: 1527 / 1542836
Quantity Represented:
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)
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 CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
Lab
5,340
Lab
5,430
5,380
;ti
I 1
F I,
Type 3
Type 4
Type 5
Type 6
CONFORMS
Slump: 5.0 Inches
Air Content: 4.5%
Mix Code: 8274
Transported By: TXI
Source /Sampled At: Truck / Center
Plant: TXI - Plant #141
Truck /Ticket No: 1527 / 1542836
Quantity Represented:
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)
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 CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.