HomeMy WebLinkAboutFargo Consultants, Inc. - 3/9/2017 (4)F1976*o
mmmmmm_
FARQQ 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): 72
Mortar Temp (F): 70
Time Batched: 10:45 PM
Time Sampled: 10:55 PM
Weather Condition: Clear
SAMPLE DATE: 3/9/2017
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
Slump (inches): N/A (ASTM C143)
Location of Placement: CMU North Retaining Wall — Elev. 2' to 4' Grid Point Z-22
Sample Type: 2 -inch x 2 -inch cubes
Test Methods: Making and Curing (ASTM C 102)
Remarks: N/A indicates not applicable,
Technician: A. Maya
FARGO CONSULTANTS, INC.
Checked By
Gary 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
Mix Design
Strength of Mortar
1800psi/28 days)
Cube
Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength ( si)
IA
7
3/16/2017
6850
1710
1B
28
4/6/2017
11520
2880
1C
28
1 4/6/2017 1
10250
2560
Sample Type: 2 -inch x 2 -inch cubes
Test Methods: Making and Curing (ASTM C 102)
Remarks: N/A indicates not applicable,
Technician: A. Maya
FARGO CONSULTANTS, INC.
Checked By
Gary 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