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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: C13 -0634 Date Sampled: 09/04/2013
Report Date: 09/12/2013 Previously Reported: 09/12/2013 Sampled By: Roberts, Duce
Project: West Sandy Lake Road By Order Of:
Location: Abutment #4, 36inch Pier 4J - -2nd truck Order Number: 1770
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 151071 -1
Test Method: See Below
TEST RESULTS Report No: 151071 -1
Page 2 of 2
Set: 2 of 2
09/05/2013
Material: Concrete
Location: Abutment #4,
36 inch Pier
4J - -2nd truck
Time Batched:
12:21 pm
Temp.: Ambient:
Maximum
5,160
Spec Age Tested
Diameter
Area Load
5,140
Nbr (date : days)
(in)
(in 2) (Ibs)
Break Type
A 09/11/13: 7
6.00
28.27 145,840
Type 3
B 09/11/13 : 7
6.00
28.27 144,665
Type 3
C 10/02/13:28
D 10/02/13:28
6.00 28.27
6.00 28.27
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 5.5 -7.5
Air Content:
Date Received:
09/05/2013
Curing Method:
Standard
Time Sampled:
1:20 pm
Time Batched:
12:21 pm
Temp.: Ambient:
94 °F Mix: 88 °F
Number of Specimens: 4
Slump: 7.0 Inches Transported By: LMC
Air Content: NA Source /Sampled At: Truck / Center
Mix Code: 5506 Plant: 955
Truck /Ticket No: 5007 / 64348955
Quantity Represented: 8 cu. yds. at 16 cu. yds. placed of a 16 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
T
/ J
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.
Compressive
Average
Cure
Strength
Strength Tested
Loc
(PSI)
(PSI) By Comments
Lab
5,160
Lab
5,120
5,140
Lab
Lab
Slump: 7.0 Inches Transported By: LMC
Air Content: NA Source /Sampled At: Truck / Center
Mix Code: 5506 Plant: 955
Truck /Ticket No: 5007 / 64348955
Quantity Represented: 8 cu. yds. at 16 cu. yds. placed of a 16 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
T
/ J
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.
71�,-�
R
IF]
F1
Type 2
Type 3
Type 4
Type 5
Type 6
Slump: 7.0 Inches Transported By: LMC
Air Content: NA Source /Sampled At: Truck / Center
Mix Code: 5506 Plant: 955
Truck /Ticket No: 5007 / 64348955
Quantity Represented: 8 cu. yds. at 16 cu. yds. placed of a 16 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
T
/ J
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.