HomeMy WebLinkAboutFargo Consultants, Inc. - 2/23/2017 (4)■ ► ?G0
FARGO CONSULTANTS, INC.
2324 Fabens Road • Dallas, Texas 75229
Phone: 214-352-4100 • Fax: 214-352-4811
MORTAR COMPRESSIVE STRENGTH REPORT
CLIENT: JLB Partners, LP
PROJECT: Grapevine Bluffs
Grapevine, TX
Contractor: C&W Stonework
Ticket No: On -Site Mix
Ambient Temp (F): 65
Mortar Temp (F): 65
Time Batched: 9:15 AM
SAMPLE DATE: 2/23/2017
FARGO JOB NO: M 16-4962
MORTAR INFORMATION
Mortar Supplier: -
Plant/Truck: On -Site Mix
Mix ID Number: -
Air Content (%): N/A (ASTM C231)
Water Added (gal): 0
Time Sampled: 9:25 AM Slump (inches): N/A (ASTM C143)
Weather Condition: Clear
Location of Placement: CMU West Retaining Wall — Elev. 4' to 6' Grid Points J-6.5
Sample Type: 2 -inch x 2 -inch cubes
Test Methods: Making and Curing (ASTM C102)
Remarks: N/A indicates not applicable,
Technician: A. Maya
FARGO CONSULTANTS, INC.
Checked By
Wjary
Moore, CET
Manager, Materials Testing Division
LIMITATIONS: This report presents test results (at particular locations noted) based on data obtained from specific samples selected for testing. Fargo
Consultants, Inc. assumes no responsibility for variation in quality, performance, feature or conditions beyond its control. This report is for the exclusive
use of the person(s) to whom it is addressed and may not be reproduced except in full without the written approval of Fargo Consultants, Inc.
Geotechnical Engineering • Construction Materials Testing • Environmental Services
www.dallasfargo.com
MixDesi�n Stren th of Mortar (1800 i/28 [1a ,S)
Cube
Number
Age
(!lays)
Date Tested
Total Load
(pounds)
Compressive
Strength
IA
7
3/2/2017
7850
1960
1B
28
3/23/2017
10250
2560
1 C
28
3/23/2017
9850
2460
Sample Type: 2 -inch x 2 -inch cubes
Test Methods: Making and Curing (ASTM C102)
Remarks: N/A indicates not applicable,
Technician: A. Maya
FARGO CONSULTANTS, INC.
Checked By
Wjary
Moore, CET
Manager, Materials Testing Division
LIMITATIONS: This report presents test results (at particular locations noted) based on data obtained from specific samples selected for testing. Fargo
Consultants, Inc. assumes no responsibility for variation in quality, performance, feature or conditions beyond its control. This report is for the exclusive
use of the person(s) to whom it is addressed and may not be reproduced except in full without the written approval of Fargo Consultants, Inc.
Geotechnical Engineering • Construction Materials Testing • Environmental Services
www.dallasfargo.com