HomeMy WebLinkAbout72818_9077_50-cyl-mar14 field test report 3642 euless grapvine
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
CONCRETE CYLINDER TEST REPORT
Grapevine Building A
3642 Euless-Grapevine Road
Grapevine, Texas
REPORTED TO: ARCO/Murray
4925 Greenville Ave., Suite 915
Dallas, Texas 75206
ATTN: Mr. Chase Killingsworth
REPORT NO. 50
REG PROJECT NO. 25298
SAMPLE DATE: 03-14-24
TECHNICIAN: N. Kobzeff
PAGE: 1 of 2
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Pier: A-2.2 10/10
Design Information
Source of Concrete Mix Identification Specified Strength (psi) Sample Size
Estrada R3050NAWR 3000 4x8
Test Results
Set
No.
Cylinder
ID
Date
Tested
Age @
Test
Total Load
(lbs.)
Fracture
Type
Compressive
Strength (psi)
Average
Strength (psi)
1 1488 03-21-24 7 44820 4 3570
1488 04-11-24 28 60670 3 4830
1488 04-11-24 28 54460 3 4340
1488 04-11-24 28 57500 3 4580 4580
1488 Hold H
Cylinder Data
Set
No.
Cylinder
ID
Slump
(inches)
Time of
Sample
Air
Temp.
(°F)
Concrete
Temp.
(°F)
Air
Entrainment
(%)
Unit
Weight
(lbs/ft3)
Ticket
Number
1 1488 3.5 10:48 AM 68 70 1.7 148.2 152
Fracture Type
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Note: (1) Concrete was sampled in accordance with ASTM C-31
(2) Concrete cylinders were tested in accordance with ASTM C-39
REPORT NO. 50
REG PROJECT NO. 25298
SAMPLE DATE: 03-14-24
PAGE: 2 of 2
E-Mail
Distribution: (2) ARCO/Murray/
Mr. Chase Killingsworth
Mr. Brice Jones
(1) Pritchard Associates/
Mr. Taylor Wildman
(2) City of Grapevine/
Mr. Daniel Steinshouer
Mr. Phillip Sedivy
(2) DFW West Logistics One. LLC/
Mr. Bunker Curnes
Mr. Tom Curnes
Submitted by:
REED ENGINEERING GROUP, LTD.
Registration Number F-3114
Cary Tipps
Project Manager, CMT
CT/cn