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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. 162
REG PROJECT NO. 25298
SAMPLE DATE: 08-23-24
TECHNICIAN: K. Wicks
PAGE: 1 of 3
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Paving: 9’N, 3’W from SE corner of Grapevine Road
approach
50/650
2 Paving: 18’N, 79’W from SE corner of Grapevine Road
approach
130/650
3 Paving: 49’N, 137’W from SE corner of Grapevine Road
approach
230/650
4 Paving: 32’N, 197’W from SE corner of Grapevine Road
approach
350/650
5 Paving: 8’N, 247’W from SE corner of Grapevine Road
approach
450/650
6 Paving: 6’N, 291’W from SE corner of Grapevine Road
approach
540/650
Design Information
Source of Concrete Mix Identification Specified Strength (psi) Sample Size
Estrada R4060AEWR 4000 4x8
Test Results
Set
No.
Cylinder
ID
Date
Tested
Age @
Test
Total Load
(lbs.)
Fracture
Type
Compressive
Strength (psi)
Average
Strength (psi)
1 4118 08-26-24 3 66050 3 5260
4118 08-30-24 7 63000 2 5010
4118 09-20-24 28
4118 09-20-24 28
4118 09-20-24 28
2 4119 08-30-24 7 52990 3 4220
4119 09-20-24 28
4119 09-20-24 28
4119 09-20-24 28
4119 Hold H
3 4120 08-30-24 7 47820 4 3810
4120 09-20-24 28
4120 09-20-24 28
4120 09-20-24 28
4120 Hold H
REPORT NO. 162
REG PROJECT NO. 25298
SAMPLE DATE: 08-23-24
PAGE: 2 of 3
Test Results
Set
No.
Cylinder
ID
Date
Tested
Age @
Test
Total Load
(lbs.)
Fracture
Type
Compressive
Strength (psi)
Average
Strength (psi)
4 4121 08-30-24 7 41180 3 3280
4121 09-20-24 28
4121 09-20-24 28
4121 09-20-24 28
4121 Hold H
5 4122 08-30-24 7 52590 2 4180
4122 09-20-24 28
4122 09-20-24 28
4122 09-20-24 28
4122 Hold H
6 4123 08-30-24 7 45510 3 3620
4123 09-20-24 28
4123 09-20-24 28
4123 09-20-24 28
4123 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 4118 3.5 1:30 AM 88 91 4.3 152.8 2820
2 4119 4.0 2:30 AM 88 91 4.4 152.6 2828
3 4120 4.0 4:15 AM 87 91 4.4 152.8 2838
4 4121 5.25 6:30 AM 85 90 4.1 152.0 2850
5 4122 5.0 9:00 AM 90 92 4.6 152.4 2869
6 4123 5.0 10:30 AM 94 93 4.1 152.0 2880
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. 162
REG PROJECT NO. 25298
SAMPLE DATE: 08-23-24
PAGE: 3 of 3
E-Mail
Distribution: (2) ARCO/Murray/
Mr. Chase Killingsworth
Mr. Brice Jones
(2) Pritchard Associates/
Mr. Taylor Wildman
Mr. Azra Spahalic
(4) City of Grapevine/
Mr. Daniel Steinshouer
Mr. Phillip Sedivy
Mr. Israel Lozano/Mrs. Kelly Taft
(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