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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. 137
REG PROJECT NO. 25298
SAMPLE DATE: 08-02-24
TECHNICIAN: P. Mendoza
PAGE: 1 of 3
Location of Sample
Set Number Location Quantity Represented (c.y.)
1 Paving: 30’E from NE corner of Building 1 30/700
2 Paving: 80’S, 25’E from NE corner of Building 1 130/700
3 Paving: 180’S, 20’E from NE corner of Building 1 220/700
4 Paving: 310’S, 40’E from NE corner of Building 1 390/700
5 Paving: 410’S, 90’E from NE corner of Building 1 450/700
6 Paving: 530’S, 20’E from NE corner of Building 1 520/700
7 Paving: 620’S, 20’E from NE corner of Building 1 620/700
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 3676 08-09-24 7 69600 2 5540
3676 08-30-24 28
3676 08-30-24 28
3676 08-30-24 28
3676 Hold H
2 3677 08-09-24 7 62520 2 4970
3677 08-30-24 28
3677 08-30-24 28
3677 08-30-24 28
3677 Hold H
3 3678 08-09-24 7 38230 3 3040
3678 08-30-24 28
3678 08-30-24 28
3678 08-30-24 28
3678 Hold H
REPORT NO. 137
REG PROJECT NO. 25298
SAMPLE DATE: 08-02-24
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 3679 08-09-24 7 38040 3 3030
3679 08-30-24 28
3679 08-30-24 28
3679 08-30-24 28
3679 Hold H
5 3680 08-09-24 7 51170 2 4070
3680 08-30-24 28
3680 08-30-24 28
3680 08-30-24 28
3680 Hold H
6 3681 08-09-24 7 50670 3 4030
3681 08-30-24 28
3681 08-30-24 28
3681 08-30-24 28
3681 Hold H
7 3682 08-09-24 7 44000 3 3500
3682 08-30-24 28
3682 08-30-24 28
3682 08-30-24 28
3682 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 3676 4.5 1:30 AM 74 90 4.0 146.7 2270
2 3677 5.0 2:15 AM 74 91 4.5 146.5 2280
3 3678 5.0 4:05 AM 75 92 4.5 146.6 2289
4 3679 6.0 5:30 AM 80 93 5.0 146.4 2302
5 3680 5.5 7:20 AM 83 93 5.0 146.3 2313
6 3681 5.0 8:30 AM 84 95 4.0 146.5 2321
7 3682 5.5 9:30 AM 85 95 5.0 146.4 2333
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. 137
REG PROJECT NO. 25298
SAMPLE DATE: 08-02-24
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