Laserfiche WebLink
INVENTORY OF EXISTING CONDITIONS <br />Taxiway System <br />Eugene Airport has four main taxiway systems. The airfield has two full parallel taxiways. Taxiway A, on the <br />west side of the airfield, serves Runway 16R-34L with nine connector taxiways. Taxiway B, on the east side <br />of the airfield, serves as the parallel taxiway for Runway 16L-34R with four taxiway connectors. Taxiway C <br />is a mid-field taxiway that allows aircraft to transition from one side of the airfield to the other. Taxiway M <br />is a partial mid-field taxiway and parallels Taxiway C. Table 1-3 summarizes the complete taxiway system <br />at Eugene. <br /> <br />TABLE 1-3 <br />TAXIWAY SYSTEMS <br />Taxiway DesignatorWidth (feet)Type <br />1 <br /> "A" <br />75'Parallel for Rwy 16R-34L <br />"B"75'Parallel for RWY 16L-34R <br />"C"75'Mid-Field Taxiway <br />"D"75'Angled Connector <br />"E"75'Apron Connector <br />"F"75'Angled Apron Connector <br />"G"75'Angled Apron Connector <br />"H"50'Apron Connector <br />"J"80'Apron Connector <br />"K"50'Mid-Field Angled Taxiway <br />"L"80'Apron Connector <br />"M"75'Mid-Field Taxiway <br />"N"85'Connector <br />"P"75'Mid-Field Angled Taxiway <br />"R"75'Apron Connector <br />Source: Airport Data Collection, Prepared by RS&H, 2016 <br />Note: (1) - A9 Connector is 110' wide, A8 Connector is 85' wide, A1 and A2 Connectors are 90' wide. <br />Pavement <br />The Airport’s paved airfield surfaces total roughly 906,300 square yards (187 acres), with pavement <br />conditions ranging from excellent to very poor. The Airport conducts PCI (pavement condition index) <br />surveys every few years with the most recent survey having been performed in September 2014. The <br />runway, taxiway, and apron pavement conditions resulting from the PCI inspection are illustrated in <br />Figure 1-5. <br /> <br />The PCI is a visual analysis of the existing pavement surface conditions and serves as the baseline for <br />progressive five-year PCI projections. PCI values range from 0, representing pavement that has failed and <br />is no longer usable, to 100, which represent new pavement in pristine condition. The PCI values are further <br />broken-down into a numeric index indicating the type of pavement repair anticipated; including <br />reconstruction (0 to 25), major rehabilitation (25 to 55), or preventative maintenance (55 to 100). <br />Runway 16L-34R is made of asphalt construction and is in good condition except for the blast pads <br />beyond the runway ends, which are in fair condition. <br />EUGENE AIRPORT MASTER PLAN 1-10 <br /> <br />