HomeMy WebLinkAbout06c Sidewalk Subgrade 110331 ������ Job Name Client:
EN G I N E ER I N G C D N 5 U LTR NTS First Chair Employee Housing Vail Resorts Development Co.
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number PO Box 959
CONTENT 10-6522 Avon, Colorado 81620
Report Number Report Type Report Date Attn:
1 Sidewalk Subgrade June 17, 2010 Mr. Kyle Griffith
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: Diamond A Representative Notified: Jose
Equipment Utilized: Trackhoe, Skidster,Walk Behind Sheepsfoot
Area Represented East Pedestrian Path
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
1 10' E, 15' S of NE corner of building RSG 131.6 5.5 135.1 6.9 97% Pass A-1-a
2 12' E, 10' N of SE corner of building RSG 134.1 6.2 135.1 6.9 99% Pass A-1-a
Specifications: Min. 95 % Max Dry Density -2 to+2 Optimum Moisture Content Modified Proctor A-1-a
General Contractor: RA Nelson Representative Notified: Justin
Comments: RSG = Rough Surface Grade
Nuclear Gauge No.: 74 Std Counts: 770/2705 Field Technician: Kevin McClure
Corporate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum,CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721