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Alaska University Transportation Center PROJECT - Institute of ...

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Report <strong>of</strong> activities – Geophysical investigation at 9-Mile Hill study site 1<br />

<strong>Alaska</strong> <strong>University</strong> <strong>Transportation</strong> <strong>Center</strong> <strong>PROJECT</strong><br />

Use <strong>of</strong> Geophysical Methods in Subsurface Investigations for Arctic/Subarctic<br />

<strong>Transportation</strong> Planning and Maintaining<br />

Application #1: Highway Planning in Discontinuous Undisturbed Permafrost<br />

Introduction<br />

Report <strong>of</strong> Activities<br />

Geophysical investigation along the realignment <strong>of</strong> Dalton Highway<br />

at 9-Mile Hill near Livengood<br />

This report <strong>of</strong> activities presents the preliminary results <strong>of</strong> a geophysical<br />

investigation undertaken along the realignment <strong>of</strong> Dalton Highway at 9-Mile Hill near<br />

Livengood. The principal goal <strong>of</strong> this investigation is to assess the spatial distribution <strong>of</strong><br />

permafrost conditions along the realignment based on the interpretation <strong>of</strong> geophysical<br />

surveys including the information from boreholes.<br />

The <strong>Alaska</strong> Department <strong>of</strong> <strong>Transportation</strong> and Public Facilities (ADOT&PF) is<br />

investigating the reconstruction <strong>of</strong> approximately 4 miles <strong>of</strong> the Dalton Highway between<br />

the mile post (MP) 8 and 12 (Figure 1) to current design standards for providing safer<br />

alignments, grades, and a new asphalt surface. The project area is located about<br />

10 miles east <strong>of</strong> Livengood and 80 miles north <strong>of</strong> Fairbanks. The Trans-<strong>Alaska</strong> Pipeline<br />

parallels the Dalton Highway and is located approximately 1.5 miles to the east <strong>of</strong> the<br />

project location. The three mile long realignment is sloping gently to the north-west.<br />

According to Péwé (1975) and Jorgenson et al. (2008), the study area is in the<br />

discontinuous permafrost zone. The bedrock is made <strong>of</strong> highly deformed and weathered<br />

sedimentary rocks, and overlain by colluvial and fluvial gravelly soils, and silt (loess).<br />

Permafrost formed syngenetically during the late Pleistocene is ice-rich with high<br />

occurrence <strong>of</strong> ice wedges.<br />

Over the last 20 years, the Northern Region Materials Section (NRMS)<br />

conducted four separate geotechnical investigation <strong>of</strong> the project area including several<br />

boreholes (Schlichting et al., 2006). In 2008, 8 boreholes were drilled for permafrost<br />

sampling to allow the detailed description <strong>of</strong> cryostructure (Shur and Kanevskiy, 2010).<br />

The ground-truth coming from these boreholes <strong>of</strong>fers a unique opportunity to verify the<br />

capabilities <strong>of</strong> geophysical methods for permafrost investigation along linear man-made<br />

infrastructures with well-documented borehole data.

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