HomeMy WebLinkAboutOther (Materials Testing)Report(18-6523.Other(MaterialsTesting).0008).pdf Client: Chad Salli
Town of Vail
GROUND 1309 El 81rn Drive
ENGINEERING
Red Sandstone Parking Garage
Report Date: Jul 3,2018 Work Order No.: 18-6523.Other(MaterialsTesting).0008;ver:3
Work Order Date: Jun 26,2018 Reviewed by: Chris Hutto
General Comments
General Contractor: Haselden Performed by: Chris Leeper
Subcontractor: Schnabel
Services Performed: Six 2x2 Grout Sample pick up
Placement Location: Soil Nail Retaining Wall
Summary of Results: Six 2x2 inch grout cubes were cast on the previous date by Schnabel.
On-Site Notifications
Name Company
Tom Highsmith Haselden Construction
Compressive Strength Specifications
Specification Title Property Specified
Grout Cubes
Grout Cubes Compressive Strength(psi) 5000 min.
Hydraulic Cement Sampling
Sample Location Ambient Temp(°F) Date and Time of Sample
Number
1 Row 5, Nail 25 75 Tuesday,June 26,2018 12:00 AM
Compressive Strength of Hydraulic Cement Mortars (ASTM C109/C109M)
Sample No. Strength at
1 Lab ID Age(d) Width 1 Width 2 Area(sq.in.) Max.Load(Ib- Strength(psi) Acceptance
(psi)
Cem131 1 2.00 2.00 4.00 14180 3550
Cem132 3 2.01 1.86 3.74 18700 5000
Cem133 3 2.01 2.01 4.04 15250 3770
Cem134 6 2.02 1.92 3.88 17570 4530
Cem135 6 2.02 1.87 3.78 20370 5390
Cem136 7 2.01 2.03 4.08 22030 5400
Average Compressive Strength(psi):
Results apply only to specific items and locations referenced and at the time of testing,observations or special inspections.Unless noted otherwise,samples were received in adequate condition.This
report should not be reproduced,except in full,without the written permission of GROUND Engineering Consultants,Inc.
www.groundeng.com
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