Development of a subgrade drainage model for unpaved roads.
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Development of a subgrade drainage model for unpaved roads.

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  • Abstract:
    With over 68 thousand miles of gravel roads in Iowa and the importance of these roads within the farm-to-market

    transportation system, proper water management becomes critical for maintaining the integrity of the roadway

    materials. However, the build-up of water within the aggregate subbase can lead to frost boils and ultimately

    potholes forming at the road surface. The aggregate subbase and subgrade soils under these gravel roads are

    produced with material opportunistically chosen from local sources near the site and, many times, the

    compositions of these sublayers are far from ideal in terms of proper water drainage with the full effects of this

    shortcut not being fully understood.

    The primary objective of this project was to provide a physically-based model for evaluating the drainability of

    potential subbase and subgrade materials for gravel roads in Iowa. The Richards equation provided the

    appropriate framework to study the transient unsaturated flow that usually occurs through the subbase and

    subgrade of a gravel road. From which, we identified that the saturated hydraulic conductivity, Ks, was a key

    parameter driving the time to drain of subgrade soils found in Iowa, thus being a good proxy variable for accessing

    roadway drainability. Using Ks, derived from soil texture, we were able to identify potential problem areas in

    terms of roadway drainage .

    It was found that there is a threshold for Ks of 15 cm/day that determines if the roadway will drain efficiently,

    based on the requirement that the time to drain, Td, the surface roadway layer does not exceed a 2-hr limit. Two

    of the three highest abundant textures (loam and silty clay loam), which cover nearly 60% of the state of Iowa,

    were found to have average Td values greater than the 2-hr limit.

    With such a large percentage of the state at risk for the formation of boils due to the soil with relatively low

    saturated hydraulic conductivity values, it seems pertinent that we propose alternative design and/or maintenance

    practices to limit the expensive repair work in Iowa. The addition of drain tiles or French mattresses my help

    address drainage problems. However, before pursuing this recommendation, a comprehensive cost-benefit

    analysis is needed.

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