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INVENTORY OF EXISTING CONDITIONS <br />Runway 16R-34L is made of asphalt construction and is in satisfactory condition on the northern two <br />thirds of the runway. The southern third is satisfactory on the edges, and the center is fair. The northern <br />blast pad is in satisfactory condition, and the southern is in good condition. <br /> <br />The aprons, which have both concrete and asphalt construction, range from good to very poor condition, <br />dependent upon the pavement section. <br /> <br />As this narrative was being written, the south half of Taxiway A that is noted as poor pavement condition, <br />was in the design phase of being rehabilitated. <br /> <br />FIGURE 1-5 <br />PAVEMENT CONDITIONS <br />Source: 2014 Pavement Management Program Update – Eugene Airport, Pavement Consultants Inc., 2014 <br />Airfield Hot Spots <br />The FAA has defined specific locations on airports as hot spots to help alert airport users of those areas <br />that are confusing and have a history of potential collision risk or runway incursion. Eugene Airport has <br />3 <br />one designated hot spot at the intersections of Taxiways A/A8 and A/A9 as shown in Figure 1-6. This hot <br />spot is listed because pilots taxiing to Runway 34L on Taxiway A often miss the right turn at A8 or A9 and <br /> <br />3 <br /> Update –Taxiway A South project, completed in 2018, resolved the A8/A9 “Hotspot 1” issue. <br />EUGENE AIRPORT MASTER PLAN 1-11 <br /> <br />