HomeMy WebLinkAboutCompactionReport(18-6523.Compaction.0004).pdf Client: Chad Salli
Town of Vail
GROUND 1309 El 81rn Drive
ENGINEERING
Red Sandstone Parking Garage
Report Date: May 12,2018 Work Order No.: 18-6523.Compaction.0004;ver: 1
Work Order Date: May 11,2018 Reviewed by: Chris Hutto
Corn•action
Earthwork Contractor: Heyl Performed by: Chris Leeper
Equipment Used: ExcavatoriSmooth Drum RolleriHaul Nuclear Gauge: 74,Troxler 3440,37846
TruckiLoader
Weather,High/Low Temp.: Mostly Sunny,70/50(°F) Standard Counts: 2034/760
Item/Structure Type/Number: Fill
Placement Location: Shoring wall fill from Sta 0+78 to 2+96
Comments: Prior to the placement of fill a proof roll was performed on the base of excavation.A stable platform was observed
underneath the weight of a fully loaded haul truck.
Notifications
The following individuals were notifed of all results while on-site.
Name Company
Justin Fahnestock Haselden Construction
Chuck Heyl
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
ry Lab Opt.
Pass
Test No. Spec.ID Test Location Ele��ion Denl s y et DensFieldity Field Densry
Max.ity MC(%) Comp. Devol(%) or Fail
(pct) (pct) MC(/I (pct) (oh)
4 692 Sta 2+20,20'N of wall 8228 146.2 139.1 5.1 142.2 4.6 97.8 0.5 Pass
5 692 Sta 2+10,8'N of wall 8226 147.0 138.4 6.2 142.2 4.6 97.3 1.6 Pass
6 692 Sta 1+80,25'N of wall 8224 144.3 136.4 5.8 142.2 4.6 95.9 1.2 Pass
7 692 Sta 2+85,20'N of wall 8230 144.3 135.5 6.5 142.2 4.6 95.3 1.9 Pass
8 692 Sta 2+40, 15'N of wall 8229 144.8 136.0 6.5 142.2 4.6 95.6 1.9 Pass
9 692 Sta 2+00,25'N of wall 8227 145.3 137.3 5.8 142.2 4.6 96.6 1.2 Pass
10 692 Sta 1+90,8'N of wall 8228 146.2 137.9 6.0 142.2 4.6 97.0 1.4 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 12,2018 Work Order No.: 18-6523.Compaction.0004;ver: 1
Work Order Date: May 11,2018 Reviewed by: Chris Hutto
Corn'action
Photos
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Embankment Embankment
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