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Volume 1 • Issue 1

Innovative Solutions

Strength in Design

What Should You
Be Looking For?


An Old Road Made New

The New Concrete in Town

C-Type Asphalt Mixtures

City-to-City Coordination

Laborers’ Local 1191

The Climate of the
Industrial Building Market


Beg to Differ

Evolution of Concrete

Thin Asphalt Overlays

An Old Road Made New

Gratiot Avenue Receives a Facelift

Constructed in 1846, a wooden plank toll road (now known as Gratiot Avenue) connected the Roseville community with Detroit and Mount Clemens. Now a major north-south thoroughfare in Detroit, Gratiot Avenue is jammed with commuter cars and buses. It is also a commercial corridor, lined with numerous businesses. This major traffic artery has faced considerable wear and tear due to its heavy traffic volume. With traffic increasing, the City of Detroit decided to restore the long-standing thoroughfare.

In May 2003, Ajax Paving began repaving the 4.5-mile section of Gratiot Avenue between I-94 and 8 Mile Road. Managing the traffic on the nine-lane roadway during construction was a significant challenge.

A Logistical Nightmare

“During construction two travel lanes and a left-turn lane that had to be maintained at all times in each direction. I knew it would be a logistical nightmare,” explains Tim Hay, Project Manager for Ajax Paving. “Besides rerouting the traffic we also had to maintain pedestrian access to the numerous commercial businesses.”

 

The roadway consists of three travel lanes and a parking lane in each direction plus a left-turn lane. “We shifted all the traffic to the southbound side of the road, milled the northbound side of the road, and resurfaced up to the leveling course. We then shifted the traffic to the northbound side of the road while we worked the, southbound side,” Hay recounts.

“Then we pushed the traffic to the outside north and south lanes and milled and leveled the center of the road. Once we put the leveling course of asphalt in, we allowed traffic to travel on the leveling surface, as construction of the wearing course was completed.”

A Change in Plans

The original plan was to pave each section of roadway complete from the milled surface through the wearing course. However, Hay and Cedric Dargin, Region Construction Engineer at the Michigan Department of Transportation and State Engineer on the project, decided that a better riding surface would result if, instead, Ajax installed the leveling course according to original staging plans, then went back and paved the wearing course across the entire road, rather than putting down the finished roadway in sections.

“With a big job like this you don’t want to commit to the top course before all the leveling is done. We were worried about drainage problems in the center lane should the sections of roadway not align perfectly,” says Leo Mays, Senior Technician at the Michigan Department of Transportation.

“During the first stage we milled a section, prepared the road surface, and placed the wedge and leveling courses. The same was done for the two other sections of road. Then we placed the wearing course in three stages,” says Dargin. Fortunately, the additional traffic closings didn’t alter the schedule.

“We get incentives for the rideability of the roadway,” says Dan Wilson, Ajax’s Estimator for the project, explaining that the state uses certain measurements to test how well the road rides. With the change in construction staging Ajax was able to control the quality of finished surface. The Gratiot Avenue repaving was so successful that corrective action to improve the rideability was not necessary.

Unexpected Problems Surface

The hassles associated with rerouting the roadway’s heavy traffic were a given, but other challenges arose once it was discovered that the existing roadway was in worse shape than originally thought. “The road was far more deteriorated than the state highway designers had anticipated,” says Wilson.

“My main concern when we first started milling the existing concrete base was that it was entirely deteriorated, especially in the parking lane,” confirms Mays. “We ended up installing more concrete patches than we planned. The curbs were also in poor condition, so we had to increase the quantity for those as well.”

For Ajax, the deterioration meant that crews ended up laying down 35 percent more asphalt tonnage than was stipulated in its $4.7-million contract. Superpave mixes were used in the resurfacing. The amounts were increased from 24,390 metric tons of 4E3 for the leveling course to 30,633 metric tons, and from 18,505 metric tons for the 5E3-wearing course to 30,633 metric tons — an increase exceeding 15,000 metric tons.

 

“Most of the extra asphalt was used in the wedging. We added a wedge course to build up the grade. The course was used to alter the slope of the road and bridge over rotten layers in the subgrade,” says Wilson.

In general, a depth of eight inches of old roadway had to be removed, twice the amount that was specified in the original plan. Fortunately, Ajax, along with subcontractors on the project, supplied the necessary manpower so that no time was lost, says Wilson.

As the old concrete and asphalt were ground down and removed, there were other headaches. “Once we removed the layers of asphalt, the water mains broke, and holes opened up in several locations of the roadway. The water department had to shut the water off, repair the water main, fill the hole with stone, and install a concrete patch,” Wilson states.

Wilson concludes, “The project went very smoothly. In fact, the project was completed a few weeks ahead of schedule.”

Published by QuestCorp Media Group, Inc.