HomeMy WebLinkAbout72818_9080_51-cyl-mar15field 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. 51
REG PROJECT NO. 25298
SAMPLE DATE: 03-15-24
TECHNICIAN: N. Kobzeff
PAGE: 1 of 2
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Pier: E-1 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 1490 03-22-24 7 52780 3 4200
1490 04-12-24 28 62510 3 4980
1490 04-12-24 28 61140 3 4870
1490 04-12-24 28 61500 2 4890 4910
1490 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 1490 3.0 10:11 AM 59 68 2.1 N/A 163
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. 51
REG PROJECT NO. 25298
SAMPLE DATE: 03-15-24
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