ST0502B- LR151127' ^ RLLIRnCE
GEOTECIiI'IlCRL
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: C15-0812
Report Date: 11/27/2015
Project: Freeport Parkway North
Location: Wall #5, Sampled; Southbound Freeport Parkway
Client:
REPORT:
Material:
City of Coppell
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Concrete
TEST RESULTS
Date Sampled: 11/19/2015
Sampled By: Smith, Vernon
By Order Of: Walter
Order Number: 1770
Number of
Specimens: 4
LAB NO: 197868
Test Method: See Below
Report No: 197868
Page 1 of 1
Date Received: 11/20/2015 Truck /Ticket No.
Curing Method: Standard
Time Sampled: 11:45 am
Time Batched: 10:57 am
Temp.: Ambient: 67°F Mix: 75°F
Unit Weight: 146.8 #/cu ft
Quantity Represented: 8.5 cu. yds. at 8.5 cu. yds. placed of a 25.0 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143,
C1064 and C138. Compressive strength test per ASTM C39, Air Content was per ASTM C231 and
cylinders were not capped per ASTM C617.
Orig: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C, Kakara, SET, CME Department Manager
FHIS 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 APPARENT LY 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
Compressive
Average
Spec
Age Tested Diameter
Area Load
Cure Strength
Strength Tested
Nbr
(date : days) (in)
(int) (Ibs)
Break Type Loc (PSI)
(PSI) By Comments
A
11/26/15: 7 6.00
28,27 124,745
Type 3 Lab 4,410
4,410 JR
B
12/17/15:28 6.00
28.27
Lab
C
12/17/15:28 6.00
28.27
Lab
HOLD (see remarks) -
D
>:
i
Type 1 Type
Type
2 Type 3 Type 4 Type 5
Type 6
Specification
Strength: 3,600 psi @ 28 days
Slump: 3-6
Slump: 3.0 Inches
Transported By: LMC
Air Content: 3-5
Air Content: 3.0%
Source/Sampled At: Truck / Center
Mix Code: 1701
Plant: 956
3014 / 63096827
Date Received: 11/20/2015 Truck /Ticket No.
Curing Method: Standard
Time Sampled: 11:45 am
Time Batched: 10:57 am
Temp.: Ambient: 67°F Mix: 75°F
Unit Weight: 146.8 #/cu ft
Quantity Represented: 8.5 cu. yds. at 8.5 cu. yds. placed of a 25.0 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143,
C1064 and C138. Compressive strength test per ASTM C39, Air Content was per ASTM C231 and
cylinders were not capped per ASTM C617.
Orig: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C, Kakara, SET, CME Department Manager
FHIS 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 APPARENT LY 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.