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shown in Table 4, all three non state highway facilities (Bird Road, Koster Road and Blewett Road) currently operate at LOS"A"during both the AM and PM peak hours. TABLE 4 EXISTING CONDITIONS ROADWAY SEGMENT OPERATIONS - LEVELS OF SERVICE(LOS) AM Peak_Hour PM Peak Hour _ Route 132 Mainline Segments. ensu , elmi/In LOS Densitv,(pe/mi/In LOS WB SR 132,East of Bird Road 14.8 B 27 A - EB SR 132,East of Bird Road 1.6 A 14.4 B SR 132,West of Bird Road* - F - F EB SR 132,East of I-5 I/C 1.6 A 14.4 B WB SR 132,East of I-5 UC 14.3 B 3.0 A SR 132,East of I-5* 0.70** F 0.76** F Bird Road btwn Blewett Road and SR-1 32* 0.06** A 0.02** A Koster Road btwn Blewett Road and SR-1 32* 0.02** A 0.02** A _ Blewett Road btwn Koster Road and Bird Road* 0.02** 1 A 0.02** A *-Values and LOS shown reflect Volume to Capacity (V/C)ratio calculated using the HCM 2000 methodologies for two-lane highways. **-Volume to Capacity(V/C)Ratio - SR-132 is on the State's Interregional Roadway System (IRRS). The Concept Facility for SR-132 is a four-lane freeway from 1-580 to just past the 1-5 junction and a four-lane expressway to Route 99. The Ultimate Transportation Corridor (UTC), however, is for a six-lane freeway from I-580 to I-5 and a four- lane freeway from I-5 to Route 99. The Concept Facility for SR-132 would mitigate the current LOS"F" peak hour operations on the SR-132 two-lane highway segments. In previous discussions with San Joaquin Council of Governments (SJCOG) staff, it was indicated that improvements to SR-132 is - identified as a placeholder in the 2004 SJCOG Regional Transportation Plan (RTP). SR-132 is identified with an asterisk (*) in the 2004 SJCOG RTP which means is has not been funded through construction. Because it was identified as not funded through construction, it is not currently conformed for air quality in the Air Quality Conformity Analysis for 2004 San Joaquin Regional Transportation Plan & Federal Transportation Improvement Program (adopted July 2004). EXISTING CONDITIONS ACCIDENT DATA ANALYSIS TASAS Table B accident rates and Table B Accident Records information was reviewed for the three year period from January 1, 2001 through December 31, 2003. This information was reviewed for four segments along State Route 132 between PM 0.240 (Chrisman Road Interchange) and PM 3.809 (end of freeway,just east of junction with I-5). Table 5 presents first the number of accidents and significance for - different segments and then the resulting actual and average accident rates per million vehicles. TABLE 5 TASAS TABLE "B"-STATE ROUTE 132 (01/01/01 THROUGH 12/31/03) Number of Accidents Accident Rates ACC/MVM Fatal njur Actual Average - ..ovation(PM to PM) Total (F) (1) F+I Fatal F+I rotal Fatal F+I rotal Route 132(0.240 to 1.159) 16 1 3 4 0.055 0.22 0.89 0.014 (1.20 0.46 Route 132(1.160 to 2.679) 17 0 7 7 0.000 0.23 0.57 0.036 0.32 0.60 Route 132 2.680 to 3.239 60 0 0 0.000 0.00 0.55 0.008 0.14 034 Route 132 3.240 to 3.809 4 1 2 3 1 0.089 0.27 0.35 0.007 0.14 0.33 As indicated Table 5, the actual accident rate for fatal, fatal plus injury (F+1) and for total accidents on SR-132 between PM 0.240 and PM 1.159 are higher than the corresponding average rates. This segment 2"Draft DeSilva Gates Quarry Traffic&Circulation Analysis 12 October 2005 Jones&Stokes (R9057ISO02/25-4000-02)