HomeMy WebLinkAbout650241_37801_3642 euless grapevine 29 cylinders
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. 29
REG PROJECT NO. 25298
SAMPLE DATE: 03-05-24
TECHNICIAN: N. Kobzeff
PAGE: 1 of 2
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Pier: M-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 1181 03-12-24 7 24570 6 1960
1181 04-02-24 28 32840 4 2620
1181 04-02-24 28 31940 3 2540
1181 04-02-24 28 32990 5 2630 2600 ()
1181 04-30-24 56
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 1181 3.0 11:01 AM 79 70 2.1 147.6 127
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
() Indicates test cylinders broke at 87 percent of the required 28 day design strength. The hold cylinder will
be tested at 56 days.
REPORT NO. 29
REG PROJECT NO. 25298
SAMPLE DATE: 03-05-24
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