Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.
APPENDIX K PEDESTRIAN ANALYSIS TABLES This appendix contains a series of pedestrian analysis tables that show site-by-site results for several variables. The specific tables included are as follows: TABLE K-1. Percentage of pedestrian crossings requiring interaction with a motor vehicle. TABLE K-2. Pedestrian behavior percentages for crossings that began from the entry leg curb. TABLE K-3. Pedestrian behavior percentages for crossings that began from the exit leg curb. TABLE K-4. Pedestrian crossing and wait times. TABLE K-5. Motor vehicle yield percentages for crossings that began from the entry leg curb. TABLE K-6. Motor vehicle yield percentages for crossings that began from the exit leg curb. NCHRP Web-Only Document 94: Appendixes to NCHRP Report 572: Roundabouts in the United States K-1
TABLE K-1. Percentage of Pedestrian Crossings Requiring Interaction with a Motor Vehicle % Peds Interacting w/Vehicles - Entry Leg % Peds Interacting w/Vehicles - Exit Leg Site N o. o f L an es En tr y Le g St ar t Ex it Le g St ar t Ei th er L eg En tr y Le g St ar t Ex it Le g St ar t Ei th er L eg MD05-SW/NW1 1 14 46 30 31 19 UT02-W1 1 7 5 6 7 0 4 VT01-N1/N2 1 58 16 37 19 36 28 WA02-E1 1 33 25 29 58 27 WA03-S1/S2/S3 1 45 16 31 17 46 32 22 27 27 26 26 FL11-E1 2 40 21 30 29 41 MD05-SW/S1 2 55 43 49 58 80 69 MD05-SW/W1 2 4 22 13 33 26 NV03-S1 2 11 8 9 33 53 UT02-E1 2 19 14 17 12 26 19 26 22 24 33 45 39 29 22 25 30 35 33 Percentage of Crossings with Pedestrian-Vehicle Interaction 1-Lane Averages 2-Lane Averages Overall Average 25 43 32 35 29 43 NCHRP Web-Only Document 94: Appendixes to NCHRP Report 572: Roundabouts in the United States K-2
TABLE K-2. Pedestrian Behavior Percentages for Crossings that Began from the Entry Leg Curb Site N o. o f L an es To ta l P ed s N or m al H es ita te d on C ur b/ Sp lit te r H es tit at ed a fte r S ta rt St op pe d af te r S ta rt R et re at ed R an To ta l P ed s N or m al H es ita te d on C ur b/ Sp lit te r H es tit at ed a fte r S ta rt St op pe d af te r S ta rt R et re at ed R an MD05-SW/NW1 1 6 67 0 0 0 0 33 1 0 0 0 0 0 10 UT02-W1 1 3 100 0 0 0 0 0 4 100 0 0 0 0 0 VT01-N1/N2 1 37 49 49 3 0 0 0 28 75 11 0 0 0 1 WA02-E1 1 6 50 33 0 0 0 17 6 17 17 0 0 0 6 WA03-S1/S2/S3 1 46 50 41 0 0 0 9 25 72 16 0 0 0 1 63 25 1 0 0 12 53 9 0 0 0 3 FL11-E1 2 21 43 52 0 0 0 5 27 67 15 0 0 0 1 MD05-SW/S1 2 28 61 25 4 0 0 11 23 65 22 4 0 0 9 MD05-SW/W1 2 5 100 0 0 0 0 0 5 80 0 0 0 0 2 NV03-S1 2 1 0 100 0 0 0 0 2 50 0 0 0 0 5 UT02-E1 2 16 81 19 0 0 0 0 11 82 18 0 0 0 0 57 39 1 0 0 3 69 11 1 0 0 1 169 60 32 1 0 0 7 61 10 0 0 0 2 1-Lane Averages Pedestrian Behaviors - Entry Leg Start Entry Leg Behavior Exit Leg Behavior 2-Lane Averages Overall Average 0 4 7 2 9 9 0 0 9 9 NCHRP Web-Only Document 94: Appendixes to NCHRP Report 572: Roundabouts in the United States K-3
TABLE K-3. Pedestrian Behavior Percentages for Crossings that Began from the Exit Leg Curb Site N o. o f L an es To ta l P ed s N or m al H es ita te d on C ur b/ Sp lit te r H es tit at ed a fte r S ta rt St op pe d af te r S ta rt R et re at ed R an To ta l P ed s N or m al H es ita te d on C ur b/ Sp lit te r H es tit at ed a fte r S ta rt St op pe d af te r S ta rt R et re at ed R an MD05-SW/NW1 1 8 63 25 0 0 0 13 1 0 100 0 0 0 UT02-W1 1 7 100 0 0 0 0 0 2 100 0 0 0 0 VT01-N1/N2 1 22 73 23 0 0 0 5 13 46 46 8 0 0 WA02-E1 1 3 67 0 0 0 0 33 6 50 33 0 0 0 1 WA03-S1/S2/S3 1 49 80 2 0 0 0 18 23 22 74 0 0 0 76 10 0 0 0 14 44 51 2 0 0 FL11-E1 2 31 65 26 3 0 0 6 19 37 58 0 5 0 MD05-SW/S1 2 9 22 33 22 0 0 22 8 50 38 0 0 0 1 MD05-SW/W1 2 5 20 80 0 0 0 0 1 100 0 0 0 0 NV03-S1 2 None UT02-E1 2 11 82 18 0 0 0 0 6 67 33 0 0 0 47 39 6 0 0 7 63 32 0 1 0 145 57 21 3 0 0 10 47 38 1 1 0 1-Lane Averages 2-Lane Averages Overall Average Pedestrian Behaviors - Exit Leg Start Entry Leg Behavior Exit Leg Behavior 0 0 0 7 4 4 0 3 0 0 3 3 NCHRP Web-Only Document 94: Appendixes to NCHRP Report 572: Roundabouts in the United States K-4
TABLE K-4. Pedestrian Crossing and Wait Times Site N o. o f L an es En tr y Le g St ar t Ex it Le g St ar t Ei th er L eg En tr y Le g St ar t Ex it Le g St ar t Ei th er L eg En tr y Le g St ar t Ex it Le g St ar t Ei th er L eg MD05-SW/NW1 1 0.71 1 0.86 2.13 5.57 3.85 8.67 8.35 8.51 UT02-W1 1 0.36 0.43 0.40 1.64 1.29 1.47 9.5 8.71 9.11 VT01-N1/N2 1 3.54 3.05 3.30 1.23 0.95 1.09 11.03 10.81 10.92 WA02-E1 1 0.33 0.36 0.35 2.42 2.17 2.30 8 8.45 8.23 WA03-S1/S2/S3 1 1.45 1.38 1.42 1.31 1.37 1.34 8.29 7.94 8.12 1.3 1.2 1.3 1.7 2.3 2.0 9.1 8.9 FL11-E1 2 1.6 1.67 1.64 3.93 4.06 4.00 12.57 14.01 13.29 MD05-SW/S1 2 3.22 6.19 4.71 7.72 7.67 7.70 12.31 11.57 11.94 MD05-SW/W1 2 0.11 1.96 1.04 3 2.48 2.74 10.09 14.43 12.26 NV03-S1 2 0.22 3.69 1.96 7.22 5.77 6.50 18.22 13.79 16.01 UT02-E1 2 1.53 1.1 1.32 2.67 2.6 2.64 18.04 18.7 18.37 1.3 2.9 2.1 4.9 4.5 4.7 14.2 14.5 14.4 1.3 2.1 1.7 3.3 3.4 3.4 11.7 11.7 11.7 Avg Initial Wait Time (sec) Avg Splitter Xing/Wait Time (sec) Avg Total Crossing Time (sec) Pedestrian Crossing and Wait Times 1-Lane Averages 2-Lane Averages Overall Average 9.0 NCHRP Web-Only Document 94: Appendixes to NCHRP Report 572: Roundabouts in the United States K-5
TABLE K-5. Motor Vehicle Yield Percentages for Crossings that Began from the Entry Leg Curb Site N o. o f L an es O pp or tu ni tie s A ct iv e Yi el d Pa ss iv e Yi el d D id N ot Y ie ld O pp or tu ni tie s A ct iv e Yi el d Pa ss iv e Yi el d D id N ot Y ie ld MD05-SW/NW1 1 6 17 83 0 3 33 0 67 UT02-W1 1 4 75 0 25 4 100 0 0 VT01-N1/N2 1 60 65 0 35 29 97 0 3 WA02-E1 1 6 100 0 0 6 100 0 0 WA03-S1/S2/S3 1 56 71 16 13 28 89 0 4 66 20 15 84 0 15 FL11-E1 2 48 48 2 50 36 69 3 28 MD05-SW/S1 2 80 41 4 55 76 32 1 67 MD05-SW/W1 2 6 50 33 17 16 31 0 69 NV03-S1 2 1 100 0 0 4 50 0 50 UT02-E1 2 29 52 3 45 24 79 8 13 58 9 33 52 2 45 62 14 24 68 1 30 Motor Vehicle Yield Behavior - Ped Entry Leg Start Entry Leg Behavior Exit Leg Behavior 1-Lane Averages 2-Lane Averages Overall Average NCHRP Web-Only Document 94: Appendixes to NCHRP Report 572: Roundabouts in the United States K-6
TABLE K-6. Motor Vehicle Yield Percentages for Crossings that Began from the Exit Leg Curb. Site N o. o f L an es O pp or tu ni tie s A ct iv e Yi el d Pa ss iv e Yi el d D id N ot Y ie ld O pp or tu ni tie s A ct iv e Yi el d Pa ss iv e Yi el d D id N ot Y ie ld MD05-SW/NW1 1 24 8 42 50 6 17 0 83 UT02-W1 1 7 100 0 0 2 50 50 0 VT01-N1/N2 1 22 100 0 0 27 48 0 52 WA02-E1 1 3 67 33 0 4 100 0 0 WA03-S1/S2/S3 1 49 86 14 0 33 70 18 12 72 18 10 57 14 29 FL11-E1 2 36 69 22 8 19 63 37 0 MD05-SW/S1 2 18 67 6 28 45 16 2 82 MD05-SW/W1 2 9 89 0 11 5 20 0 80 NV03-S1 2 1 0 0 100 10 0 0 100 UT02-E1 2 13 77 8 15 15 47 7 47 60 7 33 29 9 62 66 12 21 43 11 46 2-Lane Averages Overall Average Motor Vehicle Yield Behavior - Ped Exit Leg Start Entry Leg Behavior Exit Leg Behavior 1-Lane Averages NCHRP Web-Only Document 94: Appendixes to NCHRP Report 572: Roundabouts in the United States K-7
