Tax 2011B-LR130111ALI...lfiNCE
GEOTECHNICRL
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: 01/11/2013
Report Date: 02/11/2013 Previously Reported: 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 28.27 157,180 Type 2
Lab 5,560
D 02/08/13: 28 6.00 28.27 159,030 Type 2
Lab 5,620
5,590
RF RM 1U
R 171F] [�
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
CONFORMS
Slump: 4.5 Inches Transported By: TXI
Air Content: 5.8% Source /Sampled At: Truck / Center
Mix Code: 8274 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)
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
—&-Z
Perry C. K 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 CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
GEOTECHNICiL
,;
OUP
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: 02/01/2013
Report Date: 02/05/2013 Sampled By: Smith, Courtney
Project: Vanbebber Drive Street Improvements By Order Of: Chris
Location: conc 180 yds Order Number: 1770
Client: City of Coppell
REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 141798
Test Method: See Below
Client PO: Q- 0612 -01
TEST RESULTS Report No: 141798
Page 1 of 2
Set: 1 of 2 Material: CONCRETE
Location: Vanbebber St, station 17 +00, N.bound side
D 03/01/13:28
E 03/01/13:28
6.00 28.27
6.00 28.27
Type 1
Specification
Strength: 4,000 psi @ 28 days
Slump: 1 - 3
Air Content: 3 - 5
Date Received:
02/02/2013
Curing Method:
Standard
Maximum
8:48 am
Time Batched:
Compressive
Spec
Age Tested
Diameter
Area
Load
/Sampled At: Truck / Center
Cure
Strength
Nbr
(date : days)
(in)
(in 2)
(Ibs)
Break Type
Loc
(PSI)
A
02/04/13: 3
6.00
28.27
117,375
Type 2
Lab
4,150
B
02/08/13: 7
6.00
28.27
132,900
Type 3
Lab
4,700
C
02/08/13: 7
6.00
28.27
133,685
Type 2
Lab
4,730
D 03/01/13:28
E 03/01/13:28
6.00 28.27
6.00 28.27
Type 1
Specification
Strength: 4,000 psi @ 28 days
Slump: 1 - 3
Air Content: 3 - 5
Date Received:
02/02/2013
Curing Method:
Standard
Time Sampled:
8:48 am
Time Batched:
7:58 am
Temp.: Ambient:
36 °F Mix: 50 °F
Number of Specimens: 5
Average
Strength Tested
(PSI) By Comments
4,150
4,710
Lab
Lab
7F1
.................
F1
Type 2 Type 3 Type 4 Type 5
Type 6
Slump: 2.0 Inches
Transported By: TXI
Air Content: 3.0% Source
/Sampled At: Truck / Center
Mix Code: 8274
Plant: TXI - Plant #141
Truck /Ticket No: 7038 / 1594640
Quantity Represented: 10 cu. yds_ at 20 cu. yds. placed of a 150 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 REPRESENTAN 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.
fii...LlPNCE
GEOTECHNICML
Gft
OUP
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
Lab
Date Sampled: 02/01/2013
Report Date: 02/05/2013
Type 2 Type 3 Type 4
Type 5 Type 6
Slump: 4.0 Inches
Sampled By: Smith, Courtney
Project: Vanbebber Drive Street Improvements
Source /Sampled At: Truck / Center
Mix Code: 8274
By Order Of: Chris
Location: conc 180 yds
Truck /Ticket No: 1525 / 1595000
Order Number: 1770
Client: City of Coppell
REPORT. REPORT OF CONCRETE
COMPRESSIVE STRENGTH
TEST
LAB NO: 141798
Test Method: See Below
Client PO: Q- 0612 -01
TEST RESULTS
Report No: 141798
Page 2 of 2
Set: 2 of 2
Material: CONCRETE
Number of Specimens: 5
Location: Vanbebber Street, station
14 +50, N.bound side
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 02/04/13 :3 6.00
28.27 91,600 Type 2
Lab
3,240
3,240
B 02/08/13: 7 6.00
28.27 95,365 Type 2
Lab
3,370
C 02/08/13 : 7 6.00
28.27 95,460 Type 2
Lab
3,380
3,370
D 03/01/13:28
E 03/01/13:28
6.00 28.27
6.00 28.27
:.
.....
Type 1......
Specification
Strength: 4,000 psi @ 28 days
Slump: 1 - 3
Air Content: 3 - 5
Date Received: 02/02/2013
Curing Method: Standard
Time Sampled: 10:50 am
Time Batched: 10:13 am
Temp.: Ambient: 51 °F Mix: 65 °F
Lab
Lab
Type 2 Type 3 Type 4
Type 5 Type 6
Slump: 4.0 Inches
Transported By: TXI
Air Content: 5.0%
Source /Sampled At: Truck / Center
Mix Code: 8274
Plant: TXI - Plant #141
Truck /Ticket No: 1525 / 1595000
Quantity Represented: 10 cu. yds. at 110 cu. yds. placed of a 150 cu. yd. total placement
Remarks: *Slump exceeds specifications
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.
t1lfil'ICE
'P, L'�'EuEi'
pTECHf11CF1L
OUP
C onsulting 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: 02/05/2013
Report Date: 02/11/2013 Sampled By: Smith, Courtney
Project: Vanbebber Drive Street Improvements By Order Of: Chris
Location: Vanbebber Drive Order Number: 1770
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 141945
Test Method: See Below
Client PO: Q- 0612 -01 TEST RESULTS Report No: 141945
Page 1 of 2
Set: 1 of 2 Material: CONCRETE
Location: Vanbebber Drive, station 17 +00
Spec
Age Tested
Diameter
Nbr
(date : days)
(in)
A
02/08/13:3
6.00
B
02/12/13:7
6.00
C
02/12/13:7
6.00
D
03/05/13:28
6.00
E
03/05/13:28
6.00
Maximum
Area Load
(in 2) (Ibs)
28.27 103,415
28.27
28.27
28.27
28.27
�t
Type 1
Specification
Strength: 4,000 psi @ 28 days
Slump: 3 - 5
Air Content: 3 - 6
Date Received:
02/06/2013
Curing Method:
Standard
Time Sampled:
10:30 am
Time Batched:
9:40 am
Temp.: Ambient:
62 °F Mix: 65 °F
Compressive
Cure Strength
Break Type Loc (PSI)
Type 5 Lab 3,660
Lab
Lab
Lab
Lab
RM IU R
Type 2 Type 3 Type 4
Number of Specimens: 5
Average
Strength Tested
(PSI) By Comments
3,660
FIE"I F1
Type 5 Type 6
Slump: 4.75 Inches
Air Content: 6.0%
Mix Code: 8274
Transported By: TXI
Source /Sampled At: Truck / Center
Plant: TXI - Plant #131
Truck /Ticket No: 1518 / 1598026
Quantity Represented: 10 cu. yds. at 40 cu. yds. placed of a 120 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
&_ Z " �.
Perry C. Ka ara, CME Department Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES) 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.
ALLIR'10E
CiEOTECHnICRL
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
Report Date: 02/11/2013
Project: Vanbebber Drive Street Improvements
Location: Vanbebber Drive
Client: City of Coppell
Date Sampled: 02/05/2013
Sampled By: Smith, Courtney
By Order Of: Chris
Order Number: 1770
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 141945
Test Method: See Below
Client PO: Q- 0612 -01 TEST RESULTS Report No: 141945
Page 2 of 2
Set: 2 of 2
Compressive
Material: CONCRETE
Location:
Vanbebber Drive,
station 18 +50
Loc
(PSI)
(PSI) By Comments
Lab
Maximum
3,690
Spec
Age Tested
Diameter
Area Load
Nbr
(date : days)
(in)
(in 2) (Ibs)
Break Type
A
02/08/13 :3
6.00
28.27 104,305
Type 5
B
02/12/13:7
6.00
28.27
C
02/12/13:7
6.00
28.27
D
03/05/13:28
6.00
28.27
E
03/05/13: 28
6.00
28.27
H>5'. P l
[ I.h I....,'..l...i
.�
Type 1 Type 2 Type 3
Specification
Strength: 4,000 psi @ 28 days
Slump: 3 - 5
Air Content: 3 - 6
Date Received: 02/06/2013
Curing Method: Standard
Time Sampled: 12:50 pm
Time Batched: 12:00 pm
Temp.: Ambient: 64 °F Mix: 63 °F
Number of Specimens: 5
Slump: 5.0 Inches
Air Content: 5.0%
Mix Code: 8274
Transported By: TXI
Source /Sampled At: Truck / Center
Plant: TXI - Plant #142
Truck /Ticket No: 3027 / 1598369
Quantity Represented: 10 cu. yds. at 100 cu. yds. placed of a 120 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. K 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 CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
Compressive
Average
Cure
Strength
Strength Tested
Loc
(PSI)
(PSI) By Comments
Lab
3,690
3,690
Lab
Lab
Lab
Lab
ll ll
Type 4 Type 5
Type 6
Slump: 5.0 Inches
Air Content: 5.0%
Mix Code: 8274
Transported By: TXI
Source /Sampled At: Truck / Center
Plant: TXI - Plant #142
Truck /Ticket No: 3027 / 1598369
Quantity Represented: 10 cu. yds. at 100 cu. yds. placed of a 120 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. K 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 CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
aarl
RLLIftt'IC
CEOTECHf11CFlL
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: 02/04/2013
Report Date: 02/06/2013
Sampled By: Smith, Courtney
Project: Vanbebber Drive Street Improvements
UT-1
By Order Of: Chris
Location: Vanbebber Drive
Type 2
Type 3 Type 4
Order Number: 1770
Client: City of Coppell
Slump: 2.0 Inches
Transported By: TXI
Air Content: 4.0%
REPORT. REPORT OF CONCRETE
COMPRESSIVE STRENGTH TEST
LAB NO: 141892
Plant: TXI - Plant #141
Test Method: See Below
Client PO: Q- 0612 -01
TEST RESULTS
Report No: 141892
Page 1 of 2
Set: 1 of 2
Material: CONCRETE
Number of Specimens: 5
Location: Vanbebber Drive entrance
to Shell Gas Station, station 4 +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 02/05/13: 1 6.00
28.27 66,220 Type 2 Lab
2,340
2,340
B 02/11/13: 7 6.00
28.27 111,220 Type 2 Lab
3,930
C 02/11/13: 7 6.00
28.27 109,735 Type 2 Lab
3,880
3,910
D 03/04/13:28
E 03/04/13:28
6.00 28.27
6.00 28.27
............................
Type 1
Specification
Strength: 4,000 psi @ 28 days
Slump: 3 - 5
Air Content: 3 - 6
Date Received: 02/05/2013
Curing Method: Standard
Time Sampled: 11:30 am
Time Batched: 10:30 am
Temp.: Ambient: 63 °F Mix: 68 °F
Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 150 cu. yd. total placement
Remarks: *Slump below specifications
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. akara, 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
UT-1
F1 [71EI
171
Type 2
Type 3 Type 4
Type 5 Type 6
Slump: 2.0 Inches
Transported By: TXI
Air Content: 4.0%
Source /Sampled At: Truck / Center
Mix
Code: 8274
Plant: TXI - Plant #141
Truck /Ticket No: 8060 / 1596752
Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 150 cu. yd. total placement
Remarks: *Slump below specifications
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. akara, 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.
�WGLL IFN'ICE �OTECHfilCRL
�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: 02/04/2013
Report Date: 02/06/2013 Sampled By: Smith, Courtney
Project: Vanbebber Drive Street Improvements By Order Of: Chris
Location: Vanbebber Drive Order Number: 1770
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 141892
Test Method.- See Below
Client PO: Q- 0612 -01 TEST RESULTS Report No: 141892
Page 2 of 2
Set: 2 of 2 Material: CONCRETE
Location: Vanbebber Drive, station 19 +00, N.bound side
D 03/04/13:28 6.00 28.27
E 03/04/13:28 6.00 28.27 ff
r
IS
Type 1 Type 2 Type 3
Specification
Strength: 4,000 psi @ 28 days
Slump: 1 - 3
Air Content: 3 - 5
Date Received: 02/05/2013
Curing Method: Standard
Time Sampled: 2:40 pm
Time Batched: 1:44 pm
Temp.: Ambient: 64 °F Mix: 68 °F
Compressive
Cure Strength
Loc (PSI)
3,120
4,630
4,520
Lab
Lab
Lab
Lab
Lab
j(j
Imo\
Type 4
Number of Specimens: 5
Average
Strength Tested
(PSI) By Comments
3,120
4,580
FEI Type5 Type ..3
Slump: 3.0 Inches
Air Content: 3.5%
Mix Code: 8274
Transported By: TXI
Source /Sampled At: Truck / Center
Plant: TXI - Plant #131
Truck /Ticket No: 1511 / 1597119
Quantity Represented: 10 cu. yds. at 80 cu. yds. placed of a 150 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
—4 L
Perry . 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.
Maximum
Spec
Age Tested
Diameter
Area
Load
Nbr
(date : days)
(in)
(in 2)
(Ibs)
Break Type
A
02/05/13 :1
6.00
28.27
88,215
Type 2
B
02/11/13: 7
6.00
28.27
131,045
Type 2
C
02/11/13 : 7
6.00
28.27
127,860
Type 2
D 03/04/13:28 6.00 28.27
E 03/04/13:28 6.00 28.27 ff
r
IS
Type 1 Type 2 Type 3
Specification
Strength: 4,000 psi @ 28 days
Slump: 1 - 3
Air Content: 3 - 5
Date Received: 02/05/2013
Curing Method: Standard
Time Sampled: 2:40 pm
Time Batched: 1:44 pm
Temp.: Ambient: 64 °F Mix: 68 °F
Compressive
Cure Strength
Loc (PSI)
3,120
4,630
4,520
Lab
Lab
Lab
Lab
Lab
j(j
Imo\
Type 4
Number of Specimens: 5
Average
Strength Tested
(PSI) By Comments
3,120
4,580
FEI Type5 Type ..3
Slump: 3.0 Inches
Air Content: 3.5%
Mix Code: 8274
Transported By: TXI
Source /Sampled At: Truck / Center
Plant: TXI - Plant #131
Truck /Ticket No: 1511 / 1597119
Quantity Represented: 10 cu. yds. at 80 cu. yds. placed of a 150 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
—4 L
Perry . 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.
ALlEf�'IC�
GEOTECHfi1CfIL
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: 01/03/2013
Report Date: 01/11/2013
Sampled By: Galloway, Chaz
Project: Vanbebber Drive Street Improvements
By Order Of: Chris
Location: W. corner of Vanbebber Dr and Westwood Ct
Order Number.- 1770
Number of
Client: City of Coppell
Specimens: 5
REPORT. REPORT OF CONCRETE
COMPRESSIVE STRENGTH TEST
LAB NO: 140616
Material: CONCRETE
Test Method: See Below
Client PO: Q- 0612 -01
TEST RESULTS
Report No: 140616
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 01/06/13:3 6.00
28.27
Lab
B 01/10/13: 7 6.00
28.27 124,265 Type 2
Lab 4,390
C 01/10/13: 7 6.00
28.27 129,830 Type 2
Lab 4,590
4,490
D 01/31/13:28 6.00
28.27
Lab
E 01/31/13:28 6.00
2`827
Lab
Type 1 Type 2 Type 3
Type 4 Type 5
Type 6
Specification
Strength: 4,500 psi @ 28 days
Slump: 5 max
Slump:
3.5 Inches
Transported By: Southern Star
Air Content: 3 - 6
Air Content:
4.0% Source /Sampled At: Truck / Center
Mix Code:
Plant: Southern Star - Plant #125
Date Received: 01/04/2013
Truck /Ticket No: 1063 / 1152430
Curing Method: Standard
Time Sampled: 12:39 pm
Time Batched: 11:40 am
Temp.: Ambient: 48 °F Mix: 60 °F
Quantity Represented: 8 cu. yds. at 8 cu. yds. placed of a 8 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
,4/�
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 CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.