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Agenda - Council - 02/11/2020
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Agenda - Council - 02/11/2020
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3/17/2025 11:21:46 AM
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2/26/2020 11:00:53 AM
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Meetings
Meeting Document Type
Agenda
Meeting Type
Council
Document Date
02/11/2020
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CHAPTER 1: INTRODUCTION <br />1.1 BACKGROUND <br />Preventative maintenance ensures that roadways at all agency levels provide a maximum return on <br />investment. Effective maintenance efforts rely on an understanding of pavement loads (environment <br />and traffic) and proper construction and materials. A critical variable that relies on engineer experience <br />and awareness is timing, or when to initiate maintenance on a given roadway. Unfortunately, the timing <br />of maintenance events, such as chip sealing, can be complicated by unforeseen distresses that reduce <br />the life span for a treatment. <br />Identifying the factors that contribute to chip seal, or seal coat, performance has been a pavement <br />engineering research concern for many decades, with studies on surface treatments dating back to 1928 <br />(Gransberg & James, 2005). In addition, recent major studies have attempted to isolate factors (such as <br />materials, design, and construction practices) that contribute to better performing chip seals (Gransberg <br />& James, 2005). These major studies provide sound, general advice on the use of chip sealing as <br />preventative maintenance; however, ultimately chip seal performance is a local issue given that (1) the <br />treatment itself is thin and short-lived, (2) small variations in materials or construction, which are known <br />to vary by source/location, can have large effects on performance, and (3) overall performance can <br />depend heavily on the environment. <br />At the 2014 City Engineers Association of Minnesota, a discussion on asphalt paving mixes included the <br />topic of stripping under chip seals, which was emerging as a major concern for over one-half of city <br />engineers (Garrity, 2014). Stripping is understood to be the loss of asphalt concrete material near the <br />asphalt surface (at the bottom of the chip seal), due to a break -down in the bond between the binder <br />and aggregate in the asphalt. This phenomenon is illustrated in Figure 1 using a sample taken from a <br />Minnesota road during the research. Figure 1b shows how material from the stripped asphalt remains <br />bonded to the chip. <br />1 <br />
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