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<br /> <br /> <br /> <br />hne Period Table 2 <br />GAP SURVEY RESULTS SUMMARY <br />Gaps Between <br />5 -10 see <br /> <br />Gaps <br />Over 10 see <br />AM Peak Hour <br />7:00 -- 7:15 37(23) 27(31) <br />7:15 - 7:30 42(19) 23(37) <br />7:30 - 7:45 36(10) 23(25) <br />7:45 - 8:00 26(12) 24(25) <br />8:00 - 8:15 39(11) 19(22) <br />8:15 - 8:30 32(9) 24(28) <br />8:30 - 8:45 30(2) 24(26) <br />8:45 - 9:00 (14) (33) <br />TOTAL 7:30 - 8:30 90(100) <br />PM Peak Hour <br />4:00 - 4:15 47(39) 14(27) <br />4:15 - 4:30 33(35) 17(26) <br />4:30 -4:45 38(32) 14(17) <br />4:45 - 5:00 41(26) 16(17) <br />5:00 - 5:15 38(32) 11(17) <br />5:15 - 5:30 29(36) 15(22) <br />5:30 - 5:45 53(37) 15(22) <br />5:45 - 6:00 27(40) 13(20) <br />TOTAL 5:00 - 6:00 54(81) <br />' (XX) = Year 2007 data <br />IMPACT OF TRAIN CROSSINGS <br />The site is situated on Fourth Street immediately adjacent to the railroad crossing of the OCTA <br />Metrolink mainline. The Santa Ana Regional Transportation Center (RTC) is situated just north of Fourth <br />Street (at Santa Ana Boulevard). There are frequent train crossings at Fourth Street, which interrupts the <br />traffic flow there. The passenger trains actually stop at the Santa Ana RTC but those stops do not block <br />Fourth Street. Observations of the gaps in traffic on Fourth Street indicate that, while frequent train <br />crossings do occur, they do not create a long-term blockage of the east-west flow. For example, <br />examination of the gap data (see appendix) in the two peak periods (7-9 AM and 4-6 PM) reveals at no <br />time was traffic flow on Fourth Street interrupted for more than one and a half minutes. Consequently, it <br />is concluded that the existing train crossings albeit frequently, does not constitute a significant factor with <br />respect to access to/from the site. In fact in one respect, access to and from the east is actually facilitated <br />by the train crossings. <br />Santa Ana 111) Supply Repair and Remodel Site 7 Austin-Foust Associates, inc. <br />Traffic and Parking Analysis Update 1217001rpt.doc <br />31A-27