HomeMy WebLinkAboutOther (Materials Testing)Report(18-6523.Other(MaterialsTesting).0018).pdf Client: Chad Salli
Town of Vail
GROUND 1309 El 81rn Drive
ENGINEERING
Red Sandstone Parking Garage
Report Date: Aug 10,2018 Work Order No.: 18-6523.Other(MaterialsTesting).0018;ver:2
Work Order Date: Aug 3,2018 Reviewed by: Shane Sorensen
General Comments
General Contractor: Haselden Performed by: Chris Leeper
Subcontractor: Schnabel
Services Performed: Grout Sampling
Placement Location: Micropile Dl:GL C.9/0.9
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
6 Micropile Dl: GL C.9/0.9 75 Friday,August 3,2018 9:27 AM
Compressive Strength of Hydraulic Cement Mortars (ASTM C109/C109M)
Sample No. Strength at
6 Lab ID Age(d) Width 1 Width 2 Area(sq.in.) Max.Load(Ib- Strength(psi) Acceptance
(psi)
Cem238 3 1.98 1.95 3.86 17980 4660
Cem239 3 1.97 1.96 3.86 18250 4730
Cem240 3 1.96 1.99 3.90 18720 4800
Cem241 7 2.00 2.00 4.00 20910 5230
Cem242 7 2.00 2.00 4.00 19680 4920
Cem243 7 2.00 2.00 4.00 19710 4930
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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