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EXHIBIT 2 <br /> 3.0 Pavement Network <br /> Table 3-4 shows the breakdown of PCI distribution of the entire pavement network, and the arterial <br /> and local pavement networks individually, based on area and section mileage. <br /> Table 3-4: PCI Distribution <br /> Arteria?Netvmrk Loral Network Entire Network <br /> Mlles Area)SF) Miles Area(SF) Mies Area(So <br /> VerV Good (86-100) 36.4 8,774.965 127.5 23,157,184 163.9 31:932:149 <br /> .........................................................................................................................................................i......................................................................................................................................................................................i........................................... <br /> Good )75-85) 19A 5,072,745 1DS.D 19,459,849 127.4 24,532.593 <br /> .........................................................................................................................................................[......................................................................................................................................................................................[............................................. <br /> Fair (60-74) 41.9 11:552:093 42.5 7,886,042 84.4 19,435.175 <br /> .........................................................................................................................................................i......................................................................................................................................................................................i............................................. <br /> Poor (41-59) 24.6 6,436,729 24.6 5,D14,383 49.2 11:451:112 <br /> ...............Very+�xkr............o...................�-40).....................................7_L1............................1,778.48.5..........................21..9................:...............t'8,74............................28.9.................:..........5,99...23C........ <br /> da <br /> The pavement condition is generally measured by a weighted index (typically by area), referred <br /> to as Average Area-Weighted Pavement Condition Index (PCI..), which is determined as follows: <br /> n 1(PCIj x Ai) <br /> PCIaw — n <br /> Ai <br /> Where, <br /> PCIaw = Average area-weighted PCI <br /> PCIi = PCI of pavement section number i <br /> Ai = Area of section number i <br /> n = Total number of pavement sections <br /> Based on the formula above, the City's current entire pavement network is in "Good" condition <br /> with a PCIaw of 75.2. <br /> City of Santa Ana 2026 Pavement Management Program 3-3-8 <br />