Technical Papers
Sep 25, 2017

Effective and Safe Berming for Pavement Shoulder Maintenance in Cold Regions

Publication: Journal of Cold Regions Engineering
Volume 32, Issue 1

Abstract

Berming is a common nationwide practice in the United States for pavement shoulder maintenance, especially for states located in cold regions. Competent berming helps to improve the load support capacity of the pavement shoulder and prevent vehicle drop-off accidents. The durability of berm materials is compromised by snow plowing operations during the winter season. A nationwide survey of state departments of transportation shows that it is highly desirable to improve the effectiveness and safety during berming operations; compaction of berms is widely believed to improve their resistance to snow plowing, which will also lead to longer lasting berms. To evaluate the performance of alternative berm materials and compaction procedures, experimental studies were conducted on four common types of berm materials to evaluate the effects of compaction method (i.e., Proctor and vibratory compaction) and compaction energy. The experimental results indicate that vibratory compaction is effective for crushed limestone, but less effective for recycled asphalt pavement (RAP) material. Natural soil berm material is not well compacted by vibratory compaction. Heat treatment of RAP up to 60°C did not increase its interparticle adhesion. Sixteen trial sections that include combination of four types of berm compaction equipment and four types of berm materials were placed along two interstate highways routes. The berm compaction equipment studied include the berm monster, two-wheel vibratory roller, side-mounted roller, and pull-behind roller. Observations show that a side-mounted roller provides better compaction for both vertical edge and safety edge pavements. RAPs show a similar behavior under compaction as crushed limestone in the field. Tack coating significantly improves the stiffness of the berm and retains berm materials from erosion. Recommendations are provided to ensure effective and safe berm compaction, which will lead to longer-lasting berms to mitigate cold region pavement maintenance efforts.

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Acknowledgments

This study is supported by ODOT. Technical liaisons from ODOT include Tom Berning, Mark Bakle, and Craig Landefel. Jill Martindale is the project manager. The support and assistance from these organizations and individuals are highly appreciated.

References

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Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 32Issue 1March 2018

History

Received: Jan 28, 2016
Accepted: May 5, 2017
Published online: Sep 25, 2017
Discussion open until: Feb 25, 2018
Published in print: Mar 1, 2018

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Authors

Affiliations

Yuan Guo, S.M.ASCE [email protected]
Graduate Assistant, Dept. of Civil Engineering, Case Western Reserve Univ., 2104 Adelbert Rd., Bingham 269, Cleveland, OH 44106-7201. E-mail: [email protected]
Jiale Li, S.M.ASCE [email protected]
Graduate Assistant, Dept. of Civil Engineering, Case Western Reserve Univ., 2104 Adelbert Rd., Bingham 271, Cleveland, OH 44106-7201. E-mail: [email protected]
Qiangbin Huang [email protected]
Professor, Dept. of Geological Engineering, Chang’an Univ., Xi’an, China. E-mail: [email protected]
Xiong (Bill) Yu, Ph.D., F.ASCE [email protected]
P.E.
Professor, Dept. of Civil Engineering, Case Western Reserve Univ., 2104 Adelbert Rd., Bingham 206, Cleveland, OH 44106-7201 (corresponding author). E-mail: [email protected]

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