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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: 12/12/2012
Report Date: 12/18/2012
Sampled By: Sarmiento, Alex
Project: Vanbebber Drive Street Improvements
By Order Of: Chris
Location: Paving, Van Bebber Dr, W.bound at intersection of Denton Tap
Order Number: 1770
Number of
Client: City of Coppell
Specimens: 5
REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 139799
Material: CONCRETE
Test Method: See Below
Client PO: Q- 0612 -01 TEST RESULTS
Report No: 139799
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 12/17/12: 5 6.00 28.27 91,490 Type 2 Lab 3,240
3,240
B 12/19/12:7 6.00 28.27 Lab
C 01/09/13:28 6.00 28.27 Lab
D 01/09/13:28 6.00 28.27 Lab
E HOLD (see remarks) - R119 RM 1U R FIF] [�
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification
Strength: 4,000 psi @ 28 days
Slump: 3 - 5 Slump: 3.0 Inches Transported By: TXI
Air Content: 3 - 6 Air Content: 5.7% Source /Sampled At: Truck/ Center
Mix Code: 8274 Plant: TXI - Plant #140
Date Received: 12/13/2012 Truck /Ticket No: 1517 / 1562477
Curing Method: Standard
Time Sampled: 12:40 pm
Time Batched: 11:31 am
Temp.: Ambient: 46 °F Mix: 60 °F
Quantity Represented: 10 cu. yds. at 30 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)
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.
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: 12/12/2012
Report Date: 12/18/2012
Sampled By: Sarmiento, Alex
Project: Vanbebber Drive Street Improvements
By Order Of: Chris
Location: Paving, Van Bebber Dr, W.bound at intersection of Denton Tap
Order Number: 1770
Number of
Client: City of Coppell
Specimens: 5
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 139799
Material: CONCRETE
Test Method: See Below
Client PO: Q- 0612 -01 TEST RESULTS
Report No: 139799
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 12/17/12: 5 6.00 28.27 91,490 Type 2 Lab 3,240
3,240
B 12/19/12: 7 6.00 28.27 118,915 Type 2 Lab 4,210
4,210
C 01/09/13:28 6.00 28.27 Lab
D 01/09/13:28 6.00 28.27 Lab
E HOLD (see remarks) - BF77, R19 R_
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification
Strength: 4,000 psi @ 28 days
Slump: 3 - 5 Slump: 3.0 Inches Transported By: TXI
Air Content: 3 - 6 Air Content: 5.7% Source /Sampled At: Truck / Center
Mix Code: 8274 Plant: TXI - Plant #140
Date Received: 12/13/2012 Truck /Ticket No: 1517 / 1562477
Curing Method: Standard
Time Sampled: 12:40 pm
Time Batched: 11:31 am
Temp.: Ambient: 46 °F Mix: 60 °F
Quantity Represented: 10 cu. yds. at 30 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. Ka ara, 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.
f1LLIHhiCE
t�OTECHMICRL
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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: 12/17/2012
Report Date: 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
Number of Specimens: 6
Location: Intersection of Van Bebber
and Edgewood, W.bound lane
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
28.27 101,645 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 Lab
D 12/24/12:7 6.00
28.27 Lab
E 01/14/13:28 6.00
28.27 Lab
F 01/14/13:28 6.00
28.27 Lab
Ex I LTU_ E [J]
[_1
Type 1 Type 2 Type 3 Type 4 Type 5
Type 6
Specification
Strength: 4,000 psi @ 28 days
Slump: 3 - 5
Slump: 3.5 Inches
Transported By: TXI
Air Content: 3 - 6
Air Content: 4.9% Source /Sampled At: Truck / Center
Mix Code: 8274
Plant: TXI - Plant #131
Date Received: 12/18/2012
Truck /Ticket No: 3803 / 1566387
Curing Method: Standard
Time Sampled: 9:30 am
Time Batched: 8:49 am
Temp.: Ambient: 45 °F Mix: 63 °F
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 perASTM 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.
ALLIf�'!CE
G�Q"fE[HMlCHL
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: 12/17/2012
Report Date: 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
12/24/12:7
Material: CONCRETE
6.00
28.27
Location: E. of intersection of Van Bebber and Westwood, W.bound
lane'
Lab
D
12/24/12:7
Maximum
6.00
Compressive
Spec Age Tested
Diameter
Area Load
Cure
Strength
Nbr (date : days)
(in)
(in 2) (Ibs) Break Type
Loc
(PSI)
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
C
12/24/12:7
6.00
28.27
Lab
D
12/24/12:7
6.00
28.27
Lab
E
01/14/13:28
6.00
28.27
Lab
F
01/14/13:28
6.00
28.27
Lab
.•
it
I . i
M
IU
Type 1
Type 2
Type 3
Type 4
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
Number of Specimens: 6
Average
Strength Tested
(PSI) By Comments
3,830
i
i
I
Type 5 Type 6
Slump: 3.0 Inches
Air Content: 5.2%
Mix Code: 8274
Transported By: TXI
Source /Sampled At: Truck / Center
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 CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
filllf#'iCE
GCEOTECHflICflL
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: 11/21/2012
Report Date: 12/21/2012 Previously Reported: 12/02/2012
Sampled By: Spooner, Charles
Project: Vanbebber Drive Street Improvements
By Order Of: Chris
Location: Inlet bottom at Vanbebber Dr, E. of Edgewood Dr
Order Number: 1770
Number of
Client: City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 138762
Material: CONCRETE
Test Method: See Below
Client PO: Q- 0612 -01 TEST RESULTS Report No: 138762
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 11/28/12: 7 6.00 28.27 101,870 Type 2 Lab
3,600 3,600
B 12/19/12: 28 6.00 28.27 163,115 Type 2 Lab
5,770
C 12/19/12: 28 6.00 28.27 157,820 Type 2 Lab
5,580 5,680
D
HOLD (see remarks) -
P
Type 1 Type 2 Type 3 Type 4
Type 5 Type 6
Specification
CONFORMS
Strength: 4,000 psi @ 28 days
Slump: 3 - 5 Slump: 4.5 Inches Transported By: TXI
Air Content: 3 - 6 Air Content: 3.9%
Source /Sampled At: Truck / Center
Mix Code: 8274
Plant: TXI - Plant #131
Date Received: 11/22/2012
Truck /Ticket No: 7034 / 1546953
Curing Method: Standard
Time Sampled: 1:05 pm
Time Batched: 12:40 pm
Temp.: Ambient: 76 °F Mix: 82 °F
Quantity Represented: 9 cu. yds.
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 CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.