Better Roads

July 2013

Better Roads Digital Magazine

Issue link: https://read.dmtmag.com/i/142598

Contents of this Issue

Navigation

Page 20 of 35

No Dirt or Dust: Cleanliness is Extremely Critical Just as a lack of fines can precipitate raveling, dirt or dust in the aggregate can cause raveling, Granite Rock's Munson says. "The cleanliness of the aggregate is very critical in mitigating raveling. Dirty aggregates coated with dust or fines create a barrier to direct contact (bonding) between the asphalt cement and the aggregate. "The weakest portion of the resulting aggregate-dustasphalt bond is the aggregate-dust adhesion. "After several repetitions of the physical forces of traffic loading, the forces of adhesion holding the dust to the aggregate will break, and dislodging of the aggregate from the pavement mass will occur." An excess amount of dust or fines also has the potential to absorb a high percentage of asphalt cement, lowering the effective asphalt content of the mix, leading to binder content problems outlined earlier, Munson adds. Pavement distresses related to moisture damage improve with the use of anti-stripping additives. Antistrip additives promote adhesion between the mineral aggregate and the asphalt in hot mix asphalt mixtures. They can be as complex as manufactured chemicals or as simple as lime. Antistrips work, but their higher cost must be balanced against lower maintenance expenditures over time. In Wisconsin, moisture damage in HMA pavements – specifically raveling, stripping, rutting and alligator cracking – occurs occasionally as it does nationwide, and tests of a mixture's potential to suffer such damage is a standard element of highway construction specifications, the state reported. In the early 1990s, the Wisconsin DOT adopted the Tensile Strength Ratio test, using the ASTM D4867 standard method, to predict mix susceptibility to moisture damage. WisDOT required that antistrip agents be added when the TSR of a mixture at optimal asphalt content fell below 70 percent. The enhanced mixture then had to obtain a TSR value of at least 75 percent.v Smooth as glass. It's time. topconpositioning.com/mmgps-paving Text INFO to 205-289-3789 or visit www.betterroads.com/info 1307_BR_MMGPS-reflection.indd 1 Untitled-12 1 RoadScience_BR0713.indd 19 6/14/13 2:00 PM 6/26/13 8:56 AM Better Roads July 2013 19 6/26/13 3:29 PM

Articles in this issue

Links on this page

Archives of this issue

view archives of Better Roads - July 2013