Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/37674
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dc.contributor.authorMenke, Amelia M.-
dc.contributor.authorWieder, Wendy L.-
dc.contributor.authorShoop, Sally A. (Sally Annette)-
dc.date.accessioned2020-08-04T16:48:31Z-
dc.date.available2020-08-04T16:48:31Z-
dc.date.issued2020-08-
dc.identifier.govdocERDC/CRREL MP-20-5-
dc.identifier.urihttps://hdl.handle.net/11681/37674-
dc.identifier.urihttp://dx.doi.org/10.21079/11681/37674-
dc.descriptionMiscellaneous Paper-
dc.description.abstractThe light weight deflectometer (LWD) was designed to test the compaction or bearing capacity of in-place aggregate base-course materials. This study evaluated the LWD at temperatures near and below freezing, below of its typical temperature range for road construction. Initial field LWD tests were run on a variety of compacted snow surfaces over asphalt pavement, gravel, and soil in the winter of 2018 in both Montana and Michigan. The LWD measures load and deflection, enabling calculation and backcalculation of stiffness parameters for the test surface layers. The field results were reasonable for the snow layers analyzed. However, the results indicated LWD may also have issues with the effects of low temperature testing on its components, specifically the rubber load buffers. Therefore, in the fall of 2018 a series of LWD tests were performed in cold rooms to evaluate the equipment without the variability of the snow surfaces as a parameter. This series of controlled tests determined that the LWD could be operated in conditions as cold as -25 °C. However, care must be taken in interpreting the results of tests conducted at cold temperatures. The ambient temperature and the duration of the LWD’s exposure to these conditions will affect the accuracy of testing. Significant changes in the LWD test results occurred after 24 hours of exposure to 0 °C, after two hours of exposure to -10 °C and after only one hour of exposure to -20 °C or a half hour of exposure to -25 °C. The LWD should not be stored in freezing temperatures prior to testing, and temperature and length of exposure should be monitored and recorded during field testing.en_US
dc.description.sponsorshipERDC 6.2 Boreal Aspects of Ensured Maneuver Program (U.S.)en_US
dc.description.sponsorshipUnited States. Office of the Assistant Secretary of the Army for Acquisition, Logistics, and Technology.-
dc.format.extent15 pages / 629.49 kB-
dc.format.mediumPDF/A-
dc.language.isoen_USen_US
dc.publisherCold Regions Research and Engineering Laboratory (U.S.)en_US
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relation.ispartofseriesMiscellaneous Paper (Engineer Research and Development Center (U.S.)) ; no. ERDC/CRREL MP-20-5-
dc.rightsApproved for Public Release; Distribution is Unlimited-
dc.sourceThis Digital Resource was created in Microsoft Word and Adobe Acrobat-
dc.subjectBearing capacityen_US
dc.subjectPavementen_US
dc.subjectSnowen_US
dc.subjectTemperatureen_US
dc.titleUsing the light weight deflectometer in winter climatesen_US
dc.typeReporten_US
Appears in Collections:Miscellaneous Paper

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