CONCRETE SOLUTIONS

Dec. 28, 2000
CPR smooths ride on Kansas road The section of I­p;70 extending nine miles east of Abilene is now a smoother ride thanks to concrete pavement restoration (for a closer look at CPR, see Georgia Boasts Smoothest Roads, 4/96). The first of its kind in Kansas, this $2.2 million project consisted of patching, dowel bar retrofitting, diamond grinding and sealing of joints and cracks.
CPR smooths ride on Kansas road The section of I­p;70 extending nine miles east of Abilene is now a smoother ride thanks to concrete pavement restoration (for a closer look at CPR, see Georgia Boasts Smoothest Roads, 4/96). The first of its kind in Kansas, this $2.2 million project consisted of patching, dowel bar retrofitting, diamond grinding and sealing of joints and cracks. The project was conceived by KDOT engineers after a visit to an open house showcasing a similar project in Washington State.

With doweled joints spaced at 30 ft, the Kansas pavement had developed faulting of mid-panel cracks, thus the need for dowel bar retrofitting. Dowel bar retrofit is an operation in which slots are cut into the concrete across the joints and cracks and dowels are placed in the slots to restore load transfer and increase structural capacity.

The contractor, Highway Services, Inc. of Rogers, Minn., developed special equipment which made saw cuts for six dowel slots simultaneously leaving three concrete fins. Conventional jack hammers removed the fins to complete the slots. The slots were then sand-blasted and cleaned with compressed air. The usual slot pattern was specified-three slots, spaced 12 in. apart, per wheel path.

Prefabricated chairs were used to hold the 11¦2 ¥ 18 in. dowel bars at the proper position while the slots were backfilled with a proprietary rapid set grout material. Designed to reach a compressive strength of 5,000 psi in 24 hours, the non-shrink grout was mixed by a mobile mixer on site.

The next step after patching and dowel retrofitting was diamond grinding of the entire surface of the four driving lanes-243,000 sq yd. With one lane, at a time, closed to traffic, the contractor's profiling machine made three passes with its 4 ft grinding head. The States Profile Index specification of 30 in./mile was easily met with an average value of 20 for the project, which represents a very smooth ride. With smoothness incentives kicking in at a value of 18 in./mile or less, the contractor received bonus for 31% of the work.

Formerly, wide spread use of retrofit dowels was hampered by slow completion rates, quality control problems and high costs. Recent improvements in equipment and techniques now makes CPR operations much faster and less expensive than replacing the pavement or overlaying it.

This project was a co-winner of ACPA's 1995 Award for Excellence in Concrete Pavement in the CPR category.

Packard is director of engineering-design for the American Concrete Pavement Association. You may write him in care of the editor.

About The Author: Packard is director of engineering-design for the American Concrete Pavement Association. You may write him in care of the editor.

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