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HomeMy WebLinkAboutOther (Materials Testing)Report(18-6523.Other(MaterialsTesting).0015).pdf Client: Chad Salli Town of Vail GROUND 1309 El 81rn Drive ENGINEERING Red Sandstone Parking Garage Report Date: Jul 20,2018 Work Order No.: 18-6523.Other(MaterialsTesting).0015;ver: 1 Work Order Date: Jul 20,2018 Reviewed by: Shane Sorensen General Comments General Contractor: Haselden Performed by: Chris Leeper Subcontractor: Heyl Services Performed: Visual Observation Placement Location: 10"Water Main:Sta 0+70 to 1+40 Summary of Results: While on site we observed Heyl utilizing an excavator, loader, smooth drum roller,and walk behind compactor to place and compact native fill material for the 10"Water Main and access road.Since the material used contains greater than 30%Rock retained on the 3/4"sieve,according to ASTM D698/1557,nuclear moisture-density testing should not be used for acceptance testing. Upon visual observation,the material appeared moist,dense,and generally unyielding beneath the weight of the compacting equipment. On-Site Notifications Name Company Robbie Kloehn Haselden Construction Photos • • • 0,14".4,11.Ma:sums= 5 pati _. • _- - - � L • -74"-.-"'t- ail!-{-• � � _f.�_ Visual Observation 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 Englewood I Commerce City I Loveland I Granby I Gypsum Page 1 of 1