The dam road at Clinton Lake, located approximately one mile west of Lawrence, KS, received a much needed upgrade this past summer when Kansas City, MO preservation specialist Vance Brothers Inc. rejuvenated the two-lane public roadway with a two-process Cape Seal surface treatment.
Before applying the surface treatment, the contractor?s crews had to fill cracks, ranging from a ½-inch to 1-inch wide, using a rubberized asphalt material. The repaired surface was then covered with a 3/8-inch polymer modified chip seal and then a Type III (3/8-inch) microsurfacing treatment. All standard specifications outlined in the project contract had to comply with the Kansas Department of Transportation?s Standard Specifications for State Road and Bridge Construction in accordance with the International Slurry Surfacing Association?s requirements for surface treatment applications.
Vance Brothers has been serving the Midwest market since 1923, providing construction and manufacturing capabilities. Construction services provided by its experienced crews include microsurfacing, slurry seal, chip seal, under-seal, fiberized crack sealing, and Petromat installation.
On the Clinton Lake project, the asphalt road surface measured 24-feet wide at the access roads and 28-feet wide at the crest of the dam.
The south access road also has 10-foot-wide paved shoulders that run from the access road to the dam crest.
The chip seal application specified using a CRS-2P (cationic rapid-setting) polymer-modified asphalt emulsion covered by a Type CM-H washed 3/8-inch aggregate. The chip seal application could only be performed when ambient air temperature was above 60 degrees F and the pavement temperature was above 70 degrees F.
The bituminous sealer was applied at a minimum of .32 gallon per square yard at a temperature between 150 and 185 degrees F. The emulsion was then immediately covered with the specified aggregate material at a minimum rate of 24 pounds per square yard; then immediately embedded into the emulsion using a pneumatic-tired roller.
Project specifications required a minimum of three passes with the rollers to ensure adequate manipulation of the aggregate into the emulsion binder.
Before the contractor could proceed to the second phase of the Cape Seal process, the chip seal application was inspected for deficiencies and the following was verified:
1) Finished surface has no more than four tears or untreated areas greater than 1 inch wide and 4 inches long in any 120 square yard area.
2) Joints appear to be neat and uniform without buildup, uncovered areas, or unsightly appearance.
3) Longitudinal joints have less than a 2-inch overlap on adjacent passes.
4) Transverse joints have no more than ¼-inch difference in elevation across the joint as measured with a 6-foot straightedge.
5) Chip seal edge is neat, uniform and has no more than a 2-inch variance in any 100-foot segment along the edge.
Inspections were also conducted to detect surface patterns ? ridges or streaking over the surface; bleeding/flushing ? excess bituminous material on the surface; and loss of cover aggregate ? patches of lines of aggregate lost from the surface.
The second and final surface treatment in the Cape Seal preservation process is a microsurfacing application in which a self-propelled microsurfacing mixing machine accurately delivers the proportioned aggregate, emulsified asphalt, mineral filler, field control additive and water specified for the project.
Once mixed in a pugmill, the material is fed in a continuous flow to a spreader box.
The microsurfacing mix used on the dam road consisted of 3/8-inch aggregate, a CSS-1H (cationic slow-setting) emulsified asphalt with a polymer modified additive, mineral filler (Portland cement, hydrated lime, etc.), water and a curing additive. The mix design had to be verified by a laboratory capable of performing all of the current applicable International Slurry Surfacing Association tests. The mix design used on the dam road project had to meet the following test requirements: