Tax 2011B-LR130115RLLlfil'ICE
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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:
12/18/2012
Report Date: 01/15/2013 Previously Reported: 12/27/2012
Sampled By:
Godwin, Jonathan
Project: Vanbebber Drive Street Improvements
By Order Of:
Chris
Location: W.bound Van Bebber at Denton Tap intersection, Sloundn
Order Number:
1770
Lakwood @ Van Bebber, intersection and S.bound Edgewood Dr
at Van Bebber Dr
Number of
Client: City of Coppell
Specimens:
4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO:
140186
Material: CONCRETE
Test Method:
See Below
Client PO: Q- 0612 -01 TEST RESULTS
Report No:
140186
Page 1 of 1
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 12/21/12: 3 6.00 28.27 79,200 Type 2 Lab 2,800
2,800
B 12/25/12: 7 6.00 28.27 104,635 Type 3 Lab 3,700
3,700
C 01/15/13: 28 6.00 28.27 140,130 Type 3 Lab 4,960
D 01/15/13: 28 6.00 28.27 137,825 Type 2 Lab 4,870
4,920
F71 R M IU R F] EI
�]'
Type 1 Type 2 Type 3 Type 4 Type 5
Type 6
Specification
Strength: 3,600 psi @ 28 days
Slump: 3 - 5
Air Content: 3 - 6
Date Received:
12/19/2012
Curing Method:
Standard
Time Sampled:
1:05 pm
Time Batched:
12:10 pm
Temp.: Ambient:
72 °F Mix: 63 °F
CONFORMS
Slump: 3.0 Inches Transported By: TXI
Air Content: 4.0% Source /Sampled At: Truck/ Center
Mix Code: 8274 Plant: TXI - Plant #145
Truck /Ticket No: 8027 / 1567912
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
Perry C. Xakara, CME Department Manager
THIS REPORTAPPLIES 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.
ALLIflIYCE
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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: 01/07/2013
Report Date:
01/15/2013
Sampled By:
Godwin, Jonathan
Project:
Vanbebber Drive Street Improvements
By Order Of:
Chris
Location:
N.bound Lakewood Ct at VanBebber intersection
Order Number: 1770
(Ibs)
A
Number of
6.00
Client:
City of Coppell
Specimens:
5
REPORT.
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO:
140729
Material:
CONCRETE
Test Method:
See Below
Client PO:
Q- 0612 -01 TEST RESULTS
Report No:
140729
E
Page 1 of 1
6.00
Compressive
Cure
Strength
Break Type
Maximum
Spec
Age Tested
Diameter
Area
Load
Nbr
(date : days)
(in)
(in Z)
(Ibs)
A
01/10/13:3
6.00
28.27
96,920
B
01/14/13:7
6.00
28.27
113,630
C
01/14/13:7
6.00
28.27
111,040
D
02/04/13:28
6.00
28.27
E
02/04/13:28
6.00
28.27
Compressive
FIIF�91 RR IU
Type 1 Type 2 Type 3
Specification
Strength: 4,500 psi @ 28 days
Slump: 3 - 5
Air Content: 4 - 6
Date Received: 01/08/2013
Curing Method: Standard
Time Sampled: 11:55 am
Time Batched: 11:18 am
Temp.: Ambient: 39 °F Mix: 59 °F
Average
Strength Tested
(PSI) By Comments
3,430
3,970
Lab
Lab
R 1111 [�
Type 4 Type 5 Type 6
Slump: 4.75 Inches
Air Content: 5.3%
Mix Code: 8274
Transported By: TXI
Source /Sampled At: Truck / Center
Plant: TXI - Plant #131
Truck /Ticket No: 7034 / 1575448
Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 50 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 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.
Cure
Strength
Break Type
Loc
(PSI)
Type 2
Lab
3,430
Type 3
Lab
4,020
Type 3
Lab
3,930
FIIF�91 RR IU
Type 1 Type 2 Type 3
Specification
Strength: 4,500 psi @ 28 days
Slump: 3 - 5
Air Content: 4 - 6
Date Received: 01/08/2013
Curing Method: Standard
Time Sampled: 11:55 am
Time Batched: 11:18 am
Temp.: Ambient: 39 °F Mix: 59 °F
Average
Strength Tested
(PSI) By Comments
3,430
3,970
Lab
Lab
R 1111 [�
Type 4 Type 5 Type 6
Slump: 4.75 Inches
Air Content: 5.3%
Mix Code: 8274
Transported By: TXI
Source /Sampled At: Truck / Center
Plant: TXI - Plant #131
Truck /Ticket No: 7034 / 1575448
Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 50 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 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.
V GW0TE<NtYICfiL
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: 12/17/2012
Report Date: 01/15/2013 Previously Reported: 12/21/2012 Sampled By: Cyrus, Kenny
Project: Vanbebber Drive Street Improvements By Order Of: Chris
Location: CONC 250 YDS Order Number: 1770
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 140035
Test Method: See Below
Client PO: Q- 0612 -01 TEST RESULTS Report No: 140035
Page 1 of 2
Set: 1 of 2 Material: CONCRETE
Location: Intersection of Van Bebber and Edgewood, W.bound lane
Number of Specimens: 6
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:
12/18/2012
Curing Method:
Standard
Maximum
9:30 am
Time Batched:
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
12/20/12: 3
6.00
28.27
101,645
Type 2
Lab
3,590
B
12/20/12: 3
6.00
28.27
98,385
Type 2
Lab
3,480
3,540
C
12/24/12: 7
6.00
28.27
131,090
Type 2
Lab
4,640
D
12/24/12: 7
6.00
28.27
127,825
Type 2
Lab
4,520
4,580
E
01/14/13: 28
6.00
28.27
147,855
Type 2
Lab
5,230
F
01/14/13: 28
6.00
28.27
156,520
Type 2
Lab
5,540
5,380
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:
12/18/2012
Curing Method:
Standard
Time Sampled:
9:30 am
Time Batched:
8:49 am
Temp.: Ambient:
45 °F Mix: 63 °F
CONFORMS
Slump: 3.5 Inches Transported By: TXI
Air Content: 4.9% Source /Sampled At: Truck / Center
Mix Code: 8274 Plant: TXI - Plant #131
Truck /Ticket No: 3803 / 1566387
Quantity Represented: 10 cu. yds. at 30 cu. yds. placed of a 200 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
e
Perry C. Kakara, CME Department Manager
THIS REPORTAPPLIES 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.
� UP
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: 12/17/2012
Report Date: 01/15/2013 Previously Reported: 12/21/2012 Sampled By: Cyrus, Kenny
Project: Vanbebber Drive Street Improvements By Order Of: Chris
Location: CONIC 250 YDS Order Number: 1770
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 140035
Test Method: See Below
Client PO: Q- 0612 -01 TEST RESULTS Report No: 140035
Page 2 of 2
Set: 2 of 2 Material: CONCRETE
Location: E. of intersection of Van Bebber and Westwood, W.bound lane'
Number of Specimens: 6
RIXF RM IU EIEI [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: 12/18/2012
Curing Method: Standard
Time Sampled: 11:45 am
Time Batched: 10:52 am
Temp.: Ambient: 55 °F Mix: 65 °F
CONFORMS
Slump: 3.0 Inches Transported By: TXI
Air Content: 5.2% Source /Sampled At: Truck / Center
Mix Code: 8274 Plant: TXI - Plant #141
Truck /Ticket No: 3808 / 1566610
Quantity Represented: 10 cu. yds. at 130 cu. yds. placed of a 200 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 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.
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
12/20/12: 3
6.00
28.27
111,040
Type 2
Lab
3,930
B
12/20/12: 3
6.00
28.27
105,725
Type 2
Lab
3,740
3,830
C
12/24/12: 7
6.00
28.27
127,920
Type 2
Lab
4,520
D
12/24/12: 7
6.00
28.27
128,240
Type 2
Lab
4,540
4,530
E
01/14/13: 28
6.00
28.27
148,185
Type 2
Lab
5,240
F
01/14/13: 28
6.00
28.27
159,630
Type 2
Lab
5,650
5,440
RIXF RM IU EIEI [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: 12/18/2012
Curing Method: Standard
Time Sampled: 11:45 am
Time Batched: 10:52 am
Temp.: Ambient: 55 °F Mix: 65 °F
CONFORMS
Slump: 3.0 Inches Transported By: TXI
Air Content: 5.2% Source /Sampled At: Truck / Center
Mix Code: 8274 Plant: TXI - Plant #141
Truck /Ticket No: 3808 / 1566610
Quantity Represented: 10 cu. yds. at 130 cu. yds. placed of a 200 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 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.