Tax 2011B-LR130116Consulting 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: 01/11/2013
Report Date: 01/16/2013
Sampled By: Spooner, Charles
Project: Vanbebber Drive Street Improvements
By Order Of: Chris
Location: Hand paving, W.bound Vanbebber at N.bound Westwood Ct
Order Number: 1770
Number of
Client: City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 140879
Material: CONCRETE
Test Method: See Below
Client PO: Q- 0612 -01
TEST RESULTS
Report No: 140879
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 01/14/13: 3 6.00
28.27 100,755 Type 2
Lab 3,560
3,560
B 01/18/13: 7 6.00
28.27 123,820 Type 2
Lab 4,380
4,380
C 02/08/13:28 6.00
28.27
Lab
D 02/08/13:28 6.00
28.27
Lab
Rr"] 1U
R [T]
1�
Type 1 Typle 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: 01/12/2013
Curing Method: Standard
Time Sampled: 11:35 am
Time Batched: 11:03 am
Temp.: Ambient: 61 °F Mix: 66 °F
Slump: 4.5 Inches
Air Content: 5.8%
Mix Code: 8274
Transported By: TXI
Source /Sampled At: Truck / Center
Plant: TXI - Plant #141
Truck /Ticket No: 8047 / 1577487
Quantity Represented: 10 cu. yds.
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. 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.
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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: 12/21/2012
Report Date: 01/18/2013 Previously Reported: 12/31/2012 Sampled By: Creeks, Brandon
Project: Vanbebber Drive Street Improvements By Order Of: Chris
Location: Paving, Van Bebber Dr at station 16 +50 Order Number.- 1770
Number of
Client: City of Coppell Specimens: 5
REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 140340
Material: CONCRETE Test Method: See Below
Client PO: Q- 0612 -01 TEST RESULTS Report No: 140340
Page 1 of 1
Spec
Age Tested
Diameter
Nbr
(date : days)
(in)
A
12/28/12:7
4.00
B
12/28/12:7
4.00
C
01/18/13:28
4.00
D
01/18/13:28
4.00
E
01/18/13:28
4.00
Maximum Compressive Average
Area Load Cure Strength Strength Tested
(in 2) (Ibs) Break Type Loc (PSI) (PSI) By Comments
12.57 58,320
Type 3
Lab
4,640
12.57 59,710
Type 2
Lab
4,750
12.57 74,775
Type 3
Lab
5,950
12.57 73,360
Type 3
Lab
5,840
12.57 74,015
Type 2
Lab
5,890
R
._.r._.IR
[—] F]
Type 1 Type 2 Type 3
Type 4
Type 5
Specification
Strength: 3,600 psi @ 28 days
Slump: 3 - 5
Air Content: 4 - 6
Date Received:
12/22/2012
Curing Method:
Standard
Time Sampled:
7:22 am
Time Batched:
6:33 am
Temp.: Ambient:
35 °F Mix: 50 °F
CONFORMS
Slump: 4.5 Inches
Air Content: 4.8%
Mix Code: 8274
4,700
5,890
F1
Type 6
Transported By: TXI
Source /Sampled At: Truck / Center
Plant: TXI - Plant #131
Truck /Ticket No: 7812 / 1570545
Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 100 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 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 CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
i
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: 01/11/2013
Report Date: 01/16/2013
Sampled By: Spooner, Charles
Project: Vanbebber Drive Street
Improvements
By Order Of: Chris
Location: Hand paving, W.bound Vanbebber at N.bound Westwood
Ct
Order Number: 1770
Number of
Client: City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 140879
Material: CONCRETE
Test Method: See Below
Client PO: Q- 0612 -01
TEST RESULTS
Report No: 140879
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 01/14/13: 3 6.00
28.27 100,755 Type 2
Lab 3,560
3,560
B 01/18/13:7 6.00
28.27
Lab
C 02/08/13:28 6.00
28.27
Lab
D 02/08/13:28 6.00
28.2''r(7
Lab
/}�y��,�I M
F-1, FIF] 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: 01/12/2013
Curing Method: Standard
Time Sampled: 11:35 am
Time Batched: 11:03 am
Temp.: Ambient: 61 °F Mix: 66 °F
Slump: 4.5 Inches
Air Content: 5.8%
Mix Code: 8274
Transported By: TXI
Source /Sampled At: Truck / Center
Plant: TXI - Plant #141
Truck /Ticket No: 8047 / 1577487
Quantity Represented: 10 cu. yds.
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. 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.