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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: C15-0812 Date Sampled: 03/16/2016
Report Date: 03/28/2016 Sampled By: Smith, Vernon
Project: Freeport Parkway North By Order Of: Walter
Location: Paving -median 1/4 mile east of Hwy 121 and Freeport Parkway Order Number: 1770
North
Number of
Client: City of Coppell Specimens 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 205508
Material: Concrete Test Method: See Below
TEST RESULTS Report No: 205508
Page 1 of 1
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 03/23/16:7 6.00 28.27 102,075 Lab 3,610 3,610
B 04/13/16:28 6.00 28.27 Lab
C 04/13/16:28 6.00 28.27 Lab
D HOLD (see remarks) [Jn"EN
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification
Strength: 3,000 psi @ 28 days
Slump: 3-5 Slump: 4.0 Inches Transported By: LMC
Air Content: 3-6 Air Content: 4.0% Source/Sampled At: Truck / Center
Mix Code: 1261 Plant: 955E
Date Received: 03/17/2016 TruckfFicket No: 7057 ! 64401982
Curing Method: Standard
Time Sampled: 1:10 pm
Time Batched: 11:34 am
Temp.: Ambient: 70°F Mix: 80°F
Unit Weight: 144.8 #/cu ft
Quantity Represented: 9.5 cu. yds. at 9.5 cu. yds. placed of a 19 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, SCT, 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