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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: 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
Set: 1 of 2
Material: CONCRETE
Location:
Intersection of Van Bebber and Edgewood, W.bound lane
Maximum
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
101,645
Type 2
Lab
3,590
B
12/20/12: 3
6.00
28.27
98,385
Type 2
Lab
3,480
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
E
01/14/13:28
6.00
28.27
Lab
F
01/14/13:28
6.00
28.27
Lab
Report No: 140035
Pagel of 2
Number of Specimens: 6
Average
Strength Tested
(PSI) By Comments
3,540
4,580
H-1 E FIQ E 11 El El
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 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. 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.
C LIf'ICE
OTECFiI'lICRL
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: 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 Material: CONCRETE
Location: E. of intersection of Van Bebber and Westwood, W.bound lane'
E 01/14/13:28
F 01/14/13:28
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: 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
Compressive
Average
Strength
Strength Tested
Maximum
(PSI) By Comments
3,930
Spec
Age Tested
Diameter
Area
Load
4,400
Cure
Nbr
(date : days)
(in)
(in 2)
(Ibs)
Break Type
Loc
A
12/20/12: 3
6.00
28.27
111,040
Type 2
Lab
B
12/20/12: 3
6.00
28.27
105,725
Type 2
Lab
C
12/24/12: 7
6.00
28.27
127,920
Type 2
Lab
D
12/24/12: 7
6.00
28.27
124,340
Type 2
Lab
E 01/14/13:28
F 01/14/13:28
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: 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
Compressive
Average
Strength
Strength Tested
(PSI)
(PSI) By Comments
3,930
3,740
3,830
4,520
4,400
4,460
Lab
Lab
Type 2 Type 3 Type 4 Type 5 Type 6
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)
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.