HomeMy WebLinkAboutCompactionReport(18-6523.Compaction.0002).pdf Client: Chad Salli
Town of Vail
GROUND 1309 El 81rn Drive
ENGINEERING
Red Sandstone Parking Garage
Report Date: May 11,2018 Work Order No.: 18-6523.Compaction.0002;ver: 1
Work Order Date: May 9,2018 Reviewed by: Chris Hutto
Corn•action
Earthwork Contractor: Heyl Performed by: Chris Leeper
Equipment Used: ExcavatoriHaul TruckISheepsfoot RolleriSmooth Nuclear Gauge: 74,Troxler 3440,37846
Drum Roller
Weather,High/Low Temp.: Sunny,75/50(°F) Standard Counts: 2038/761
Item/Structure Type/Number: Structural Fill
Placement Location: Shoring wall fill from Sta 2+50 to 2+96
Notifications
The following individuals were notifed of all results while on-site.
Name Company
Justin Fahnestock Haselden Construction
Material Properties
Lab Max.Dry Density(pcf) Lab Opt.MC(%) Soil Type Proctor Method
142.2 4.6 (GC)s D1557
Specifications
Spec.ID-Specification Title Property Specified
692-Overlot Grading/Embankment-Sand Moist. Dev.(%) -2 to 2
692-Overlot Grading/Embankment-Sand Relative Comp. (%) 95 min.
Nuclear Soil Density and Moisture Content (ASTM D6938 and D4718/AASHTO T310 and T224)
Results
Gauge Corr. Corr. Lab Relative
Test No. Spec.ID Test Location Elevation Total Wet Field Dry Field Max.Dry Lab Opt. Comp. Moist. Pass
(ft) Density Density MC(/) Density MC(/o) (/) Dev. (/o) or Fail
2 692 Sta 2+60,15'N of wall 8227 145.3 136.7 6.3 142.2 4.6 96.1 1.7 Pass
3 692 Sta 2+85,10'N of wall 8229 148.3 140.6 5.5 142.2 4.6 98.9 0.9 Pass
Commonly Used Abbreviations:
RSG=Rough Surface Grade
BG=Below Grade
RFG=Rough Footing Grade
Results apply only to the specific items and locations referenced and at the time of testing, observations or special inspections. 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 2
Client: Chad Salli
Town of Vail
GROUND 1309 El 81rn Drive
ENGINEERING
Red Sandstone Parking Garage
Report Date: May 11,2018 Work Order No.: 18-6523.Compaction.0002;ver: 1
Work Order Date: May 9,2018 Reviewed by: Chris Hutto
Corn'action
Photos
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Structural fill
Results apply only to the specific items and locations referenced and at the time of testing, observations or special inspections. 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 2 of 2