How Gallagher Asphalt Deployed Triple Cold Milling Machines for I-57 Resurfacing

When a major interstate requires resurfacing, the scale of the operation demands precision equipment and careful coordination. Gallagher Asphalt Corp. of Thornton, Illinois, took on exactly this challenge when it mobilized three Wirtgen cold milling machines to resurface an 8.5-mile stretch of I-57 in Kankakee County. The project showcases how modern cold milling technology, working in echelon formation, can achieve high productivity on high-traffic corridors. For contractors managing similar equipment, monitoring machine health is essential, as outlined in the Complete Guide to Monitoring Wear On Asphalt Milling.

Project Scope and Milling Configuration on I-57

The I-57 resurfacing project covered an 8.5-mile segment from the Will/Kankakee County line to Illinois Route 50. The work required a 4-inch-deep grind across two mainline lanes, plus a 4-foot inside shoulder and a 10-foot outside shoulder. The total milling width demanded a coordinated approach using multiple machines in a staggered echelon formation.

The Echelon Milling Strategy

Gallagher deployed three cold mills to achieve the required cutting width:

  • Two new Wirtgen W 210 cold mills purchased in 2009
  • One older Wirtgen W 2000 cold mill already in the fleet

These three machines worked in echelon, each mill operating slightly offset to cut a continuous overlapping swath across the pavement. This technique covered the full lane width in a single pass rather than requiring multiple separate passes. For the outside shoulder, one W 210 worked alongside a W 120 4-foot machine to cut the 10-foot shoulder width. After the W 120 left the project, the two W 210s and the W 2000 took over cutting the 12-foot passing lane and 4-foot shoulder together, taking a 16-foot-wide swath at 4 inches of depth.

Asphalt Mix and Material Specifications

The replacement pavement used Superpave mix designs tailored to different roadway sections:

  • Shoulder base course: 70-gyration Superpave mix with PG 64-22 liquid binder
  • Shoulder surface course: 90-gyration Superpave mix with PG 64-22 liquid binder
  • Main line bottom lift: 90-gyration Superpave mix with polymer-modified PG 70-22 binder
  • Main line surface lift: 90-gyration Superpave mix with polymer-modified PG 70-22 binder and steel slag for enhanced skid resistance

The use of polymer-modified binder and steel slag in the surface course demonstrates how interstate paving specifications prioritize long-term durability and safety.

Operational Challenges and Logistics Management

Running three large cold mills simultaneously on an active interstate creates logistical challenges that demand careful planning. Jim Trost, superintendent of operations for Gallagher Asphalt, identified two primary concerns governing the project execution.

Equipment Reliability and Synchronization

The biggest challenge was keeping all three milling machines running at the same time. When machines work in echelon, a shutdown on any single mill effectively stops the entire operation. Trost emphasized preparation: “We have to have good equipment in good shape. We have prepared the equipment and it is ready to go. If one shuts down it will pretty much stop everything.”

This interdependence highlights why fleet managers must prioritize preventive maintenance and maintain detailed service records for their milling fleets. A single mechanical failure in an echelon setup cascades into lost production across all three machines and the entire paving train behind them.

Truck Logistics and Material Flow

Truck coordination was the second major challenge. With three mills producing milled material simultaneously, continuous haulage was essential. Trost noted, “We have to make sure we are not waiting for trucks on any of the machines.” Gallagher planned 30 trucks for the night shift to meet this demand.

The key logistical factors included:

The five-mile lane closure limit meant the mills could not run at full capacity. As Trost explained, “Because we are only allowed a five-mile lane closure, we are limited in how far we can mill in front of the paver.” This constraint required careful pacing of the milling and paving operations.

Paving Equipment and Placement Techniques

After milling, the paving operation used a Vogele America Vision 5200-2 10-foot tracked paver with a Carlson EZ-IV screed set to 16 feet wide. The paver included screed and auger extensions on the left side to cover the 4-foot shoulder, with the hydraulic screed extension handling the right side.

Tracked Paver Advantages

Gallagher Asphalt has standardized on tracked pavers across its fleet, owning three Vision machines: two 5200-2 10-foot models and one 5100-2 8-foot model. Trost explained: “All are tracked machines. We have standardized with tracked machines because of their flexibility to do jobs on both stone bases and milled surfaces.”

The benefits of tracked paver standardization include:

  • Flexibility to work on stone bases and milled surfaces without changing equipment
  • Ability to assign any paver to any project without juggling machine types
  • Reduced fleet size, since fewer machines cover the same applications

The crew successfully used Niveltronic grade and slope controls across diverse job types. “We have had success with pavers and screeds in a variety of jobs from parking lots to subdivision streets to highways and interstates with transfer devices and hopper inserts,” Trost said.

Night Paving Operations

The project operated on a strictly enforced night schedule. The asphalt plant began shipping mix at 6:40 p.m., with paving commencing at 7:00 p.m. Production continued through the night, with the plant shipping until approximately 5:00 a.m. The crew had to be completely off the road by 6:00 a.m. each morning when the interstate reopened to traffic. During the week, one lane could remain closed, but both lanes had to be open from Friday through Sunday. Paving progressed at 350 tons per hour, requiring consistent mix delivery and efficient truck cycling.

Wirtgen W 210 and W 200 Cold Mill Specifications

The Wirtgen W 210 and W 200 cold mills, introduced in 2010, represent a significant advancement in large-scale cold milling technology. Gallagher Asphalt’s experience with these machines demonstrates their productivity potential on interstate projects.

Machine Specifications Comparison

SpecificationWirtgen W 210Wirtgen W 200
Engine configurationDual diesel enginesSingle diesel engine
Total horsepower671 hp550 hp
Operating weight62,138 lbs59,934 lbs
Milling drum options59, 79, or 87 inches59, 79, or 87 inches
Milling depth range0 to 13 inches0 to 13 inches
Selectable engine speeds3 speeds3 speeds

Productivity Improvement with the W 210

Gallagher Asphalt’s decision to purchase a second W 210 was driven by the dramatic productivity improvement the first machine delivered. Trost reported that the W 210 increased shift production from 17,000 to 18,000 square yards up to 25,000 square yards, a gain of approximately 40 percent over the older W 2000 model.

Beyond raw production numbers, Trost highlighted three areas where the W 210 outperformed expectations:

  • Maneuverability: The machine could navigate tight radii that would have required smaller equipment in the older fleet
  • Stability: The W 210 maintained stability when traveling over piles of milled material, reducing downtime from repositioning
  • Fuel efficiency: The dual-engine drive concept allowed operators to engage only the power needed for the specific application

The W 210 dual-engine fuel-saving drive concept is a distinguishing feature. With both engines engaged, the machine produces 671 total horsepower, but the operator can select from three engine speeds to match power output to the specific milling application. This makes the machine suitable for surface course rehabilitation, full-depth pavement removal up to 13 inches, and fine milling operations alike.

The cold milling process generates reclaimed asphalt pavement (RAP) material that can be recycled into new asphalt mixes, making it an environmentally beneficial choice. For more on related milling techniques across different materials, see the Milling Wood Flooring Guide.

The precision and scale of these cold milling operations share engineering principles with other heavy excavation and surface preparation work. For readers interested in large-scale material removal and subsurface preparation technologies, the Tunnel Boring and Underground Construction Equipment Advanced Machines article covers specialized equipment for underground infrastructure. Similarly, the Tunneling and Underground Construction Equipment Boring Machines Excavation article explores how heavy cutting and boring technologies apply to subsurface infrastructure projects.

Key Lessons for Interstate Milling Contractors

The Gallagher Asphalt I-57 project offers several takeaways for contractors planning large-scale milling operations on high-traffic interstate corridors.

  1. Invest in equipment reliability. In echelon milling, any single machine failure halts the entire operation. Preventive maintenance and thorough pre-project preparation are essential.
  2. Plan truck logistics aggressively. With multiple mills producing material simultaneously, contractors should budget more trucks than they think they need. The penalty for a truck shortage is idle milling machines and lost production.
  3. Match machine specifications to the application. The W 210 dual-engine design shows that matching power output to cut depth and material condition improves both productivity and fuel economy.
  4. Understand lane closure constraints. Regulatory limits on closure length and timing directly affect milling production rates. Build these into the schedule rather than assuming full-capacity operation.
  5. Standardize where possible. Gallagher tracked paver standardization reduced fleet complexity and improved equipment utilization across diverse project types.

Modern cold milling technology, deployed with careful planning and disciplined logistics, enables contractors to complete interstate resurfacing projects efficiently while meeting the strict scheduling requirements of high-traffic corridors.