ST0502B- LR151202rILuAnce
GGEOTECHnICfiL
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
Date Sampled: 11/24/2015
Report Date:
12/02/2015
Sampled By: Nance, Charles
Project:
Freeport Parkway North
By Order Of: Walter
Location:
Footing on Retaining Wall at Sta 00+269.34
Order Number: 1770
Strength
Strength Tested
Number of
Client:
City of Coppell
Specimens:_ 4 T
REPORT:
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 198195
Material:
Concrete
Test Method: See Below
105,960 Type 3
TEST RESULTS
Report No: 198195
3,750 JR
12/22/15:28
Page 1 of 1
Spec
Nbr
A
B
C
D
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Received:
11/25/2015
Curing Method:
Maximum
Time Sampled:
Compressive
Average
Age Tested
Diameter
Area
Load
Cure
Strength
Strength Tested
(date : days)
(in)
(int)
(Ibs) Break Type
Loc
(PSI)
(PSI) By
12/01/15 :7
6.00
28.27
105,960 Type 3
Lab
3,750
3,750 JR
12/22/15:28
6.00
28.27
Lab
12/22/15:28
6.00
28.27
Lab
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Received:
11/25/2015
Curing Method:
Standard
Time Sampled:
5:45 am
Time Batched,
4:52 am
Temp.: Ambient:
59°F Mix: 70°F
Type 2 Type 3 Type 4
Slump: 3.0 Inches
Air Content: 5.1 %
Mix Code: 1701
Type 5 Type 6
Comments
HOLD (see remarks) -
Transported By: LMC
Source/Sampled At: Truck / Center
Plant: 952
Truck/Ticket No: 5022 / 62989478
Quantity Represented:
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.
Ong: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1-cccopy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
I HIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE. SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
TI IE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NO HED THESE REPORTS ARE FOR THE EXCLUSIVI- USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.