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<br />0.12 0.17 <br />0.63 <br />1.37 <br />0.17 <br />0.74 <br />0.12 <br />0.25 <br />0.15 <br />0.28 <br />0 <br />0.17 <br />0 <br />0.2 <br />0.4 <br />0.6 <br />0.8 <br />1 <br />1.2 <br />1.4 <br />1.6 <br />u u u u u u <br />Type of Crossing <br />Pe <br />d <br />e <br />s <br />t <br />r <br />i <br />a <br />n <br /> <br />C <br />r <br />a <br />s <br />h <br /> <br />R <br />a <br />t <br />e <br />(P <br />e <br />d <br />e <br />s <br />t <br />r <br />i <br />a <br />n <br /> <br />C <br />r <br />a <br />s <br />h <br />e <br />s <br /> <br />p <br />e <br />r <br /> <br />M <br />i <br />l <br />l <br />i <br />o <br />n <br /> <br />C <br />r <br />o <br />s <br />s <br />i <br />n <br />g <br />s <br />) <br />M= Marked <br />U= Unmarked <br />M U <br />No Median <br />All ADT's <br />2 Lanes <br />(914 Sites) <br />M U <br />No Raised Median <br />< 12,000 ADT <br />3 to 8 Lanes <br />(260 Sites) <br />M U <br />No Raised Median <br />12,000-15,000 ADT <br />3 to 8 Lanes <br />(149 Sites) <br />M U <br /> No Raised Median <br />> 15,000 ADT <br />3 to 8 Lanes <br />(417 Sites) <br />M U <br />Raised Median <br />< 15,000 ADT <br />3 to 8 Lanes <br />(87 Sites) <br />M U <br />Raised Median <br />> 15,000 ADT <br />3 to 8 Lanes <br />(173 Sites) <br />Sig. = Significant Difference <br />N.S. = No Significant Difference <br />Crosswalk Type <br />(p=0.62) <br />N.S. <br />(p=0.00) <br />(p=0.02) <br />(p=0.87)(p=0.59) <br />N.S. <br />Sig. <br />Sig. <br />Sig. <br />N.S. <br />(p=0.004) <br /> <br />37 <br /> <br />Figure 18. Pedestrian crash rate versus type of crossing. <br /> <br />