Final Report. Evaluation of Flashing Yellow Right Turn Arrow at Silverbell Rd and Cortaro Rd. FHWA Experimentation #4-329(E)

Final Report Evaluation of Flashing Yellow Right Turn Arrow at Silverbell Rd and Cortaro Rd FHWA Experimentation #4-329(E) Marana, Arizona January 2009 Submitted To: Submitted By:

FINAL REPORT EVALUATION OF FLASHING YELLOW RIGHT-TURN ARROW AT SILVERBELL RD AND CORTARO RD MARANA, ARIZONA FHWA Experimentation #4-329(E) Flashing Yellow Arrow for Right Turns Marana, AZ Prepared by Prepared for 800 East Wetmore Road Tucson, AZ 85719 Ph. (520) 292 2300 Town of Marana 11555 West Civic Center Drive Marana, AZ 85653 Psomas Project No. 05040-13 January 2009

TABLE OF CONTENTS 1. EXECUTIVE SUMMARY 1 2. INTRODUCTION 3 3. TRAFFIC VOLUMES 5 3.1. BEFORE CLOSURE 5 3.2. AFTER CLOSURE JUNE 2008 6 3.3. AFTER CLOSURE OCTOBER 2008 7 3.4. ANALYSIS 8 4. CRASH EXPERIENCE 12 5. VIDEO ANALYSIS 14 6. DRIVER SURVEY RESULTS 18 7. FINDINGS 24 8. APPENDIX A: TRAFFIC VOLUME DATA 26 9. APPENDIX B: CRASH DATA 54 10. APPENDIX C: DRIVER SURVEY 56 January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page i

LIST OF TABLES Table 1. AM Peak Hour Volumes Cortaro Road at Silverbell Road 8 Table 2. PM Peak Hour Volumes Cortaro Road at Silverbell Road 8 Table 3. Changes in Volumes Wade Road North of Ina Road and Cortaro Road West of Silverbell Road 10 Table 4. Survey Responses 19 LIST OF FIGURES Figure 1. Project Area 3 Figure 2. Cortaro Road Westbound Right-Turn Movement at Silverbell Road 4 Figure 3. Traffic Volumes Before Closure of Silverbell Road (April 2008) 5 Figure 4. Traffic Volumes After Closure of Silverbell Road (June 2008) 6 Figure 5. Traffic Volumes After Closure of Silverbell Road (October 2008) 7 Figure 6. Crash Types Evaluated for Flashing Yellow Right-Turn Arrow 12 Figure 7. WB Cortaro Road East of Silverbell Road Turn Lane Transition 13 Figure 8. Red Light Running Incidents (per 1,000 RT Vehicles) 15 Figure 9. Signage for Flashing Yellow Right-Turn Arrow 16 Figure 10. Failure to Yield to Cross-Street Traffic Incidents (per 1,000 RT Vehicles) 16 Figure 11. Unnecessary Stops at the Flashing Yellow Arrow Incidents (per 1,000 RT Vehicles) 17 Figure 12. Frequency of Travel Survey Question Results 18 Figure 13. Time of Day Survey Question Results 20 Figure 14. Flashing Yellow Arrow Survey Question Results 21 Figure 15. Solid Red Arrow Survey Question Results 22 Figure 16. Intersection Operation Survey Question Results 23 Figure 17. Intersection Safety Survey Question Results 23 January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page ii

1. EXECUTIVE SUMMARY The Town of Marana completed the widening of Silverbell Road from Ina Road to Cortaro Road on November 1, 2008 Du r ing const ruct ion of t he pr oj ect (May 1, 2008 to Nov 1, 2008), a flashing yellow arrow was installed with the approval of the Federal Highway Administration to serve the westbound right-turn movement at the intersection of Silverbell Road and Cortaro Road. Traffic volume data, video data, crash data, and survey responses were collected by the Town to evaluate the operational and safety effectiveness of the flashing yellow arrow. Traffic volumes at the intersection were expected to decrease once construction began, but the volumes collected in June 2008 (one month after the closure) were lower than expected. The discrepancy may have been due to a number of factors, including the high gas prices at the time and the fact that summer volumes are typically lower than spring volumes. Therefore, traffic volumes were again collected in October 2008 for comparison. The October volumes were significantly greater than those collected in June and more closely resembled the volumes that were originally projected. In order to understand the changes drivers were making during construction, individual movements at the intersection of Silverbell Road and Cortaro Road were analyzed. Video was collected during the AM and PM peak periods by the Town one week, one month, three months, and six months after the closure on Silverbell Road. Three incident types were recorded by the town as a measure of driver understanding of the flashing yellow arrow at the intersection of Silverbell Road and Cortaro Road, including: Red Light Running Failure to Yield to Cross-Street Traffic Stopping at the Flashing Yellow Arrow It was found that red light running and stopping at the flashing yellow arrow decreased as time passed, an indication that drivers became more familiar with the new signalization and better understood its operation. In addition, after the Town of Marana installed signs to clarify the prohibition of right-turns-on-red in June, red light running decreased even further. The incident rate of vehicles that failed to yield to cross-street traffic was very low throughout the closure, but this type of incident contributed to the one intersection-related crash that occurred during the closure of Silverbell Road. The June 2008 crash was a sideswipe, involving January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 1

a westbound right-turning vehicle that failed to yield to a northbound through vehicle. There were no reported rear-end or pedestrian crashes during the closure. The Town of Marana conducted a survey in the first month of the closure to determine how well drivers understood the operation of the intersection. The survey achieved an almost 50% response rate (439 completed questionnaires), and also collected information regarding drivers perception about the operation and safety of the intersection. Based on the survey results, 70% of respondents were satisfied or very satisfied with the operation of the intersection while the flashing yellow right-turn arrow was in place. A vast majority (92%) responded that they understood the need to proceed with caution at a flashing yellow arrow while yielding to opposing street traffic. A lesser majority (77%) responded that they understood a driver should remain stopped at a solid red arrow until the arrow changes. In both cases, drivers that traveled through the intersection at least five times per week selected the correct answer more often than those who traveled through the intersection four times or fewer per week. January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 2

2. INTRODUCTION The Town of Marana recently completed the widening of Silverbell Road, a major regional roadway, to five lanes between Ina Road and Cortaro Road (Figure 1). Silverbell Road is currently classified by the Federal Highway Administration (FHWA) as an Urban Principal Arterial, and it connects the Town of Marana, the City of Tucson, and unincorporated areas of Pima County. The Town of Marana decided it would be best to close the roadway from just north of Ina Road to Bradstreet Drive (south of Cortaro Road) to accelerate construction, reduce project costs, facilitate traffic control, and improve worker safety. Figure 1. Project Area January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 3

A traffic mitigation study was performed in June 2006 to evaluate the effects of the possible closure. As a result of that study, a request was made to the FHWA that the Town be permitted to use a flashing yellow arrow at the intersection of Silverbell Road and Cortaro Road to serve the westbound right-turn movement. The request was approved in April 2007, and the flashing arrow treatment was implemented (Figure 2) between May 1, 2008 (start of construction) and November 1, 2008 (end of construction). Figure 2. Cortaro Road Westbound Right-Turn Movement at Silverbell Road As part of the experimentation, initial and final reports were to be completed in order to evaluate the flashing yellow arrow for westbound right turns on Cortaro Road at Silverbell Road. The initial report, submitted in September 2008, analyzed the traffic volume changes associated with the closure (based on June 2008 volumes), summarized the initial crash experience, discussed the operational and safety trends observed from video data collected during peak periods, and presented the initial results of a driver survey conducted by the Town. This final report will include analysis of the October 2008 traffic volumes, crash data, video data, and driver surveys. January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 4

3. TRAFFIC VOLUMES 3.1. BEFORE CLOSURE Traffic counts were collected on Tuesday, April 22, 2008 at the intersection of Silverbell Road and Cortaro Road, shortly before the Silverbell Road closure. Figure 3 shows those volumes. The morning and evening peak hours occurred from 6:45 AM to 7:45 AM and from 4:45 PM to 5:45 PM, respectively. Figure 3. Traffic Volumes Before Closure of Silverbell Road (April 2008) As seen in the figure, the highest volumes prior to the closure were the morning southbound left turns from Silverbell Road (1,397 veh/hr) and the evening westbound right turns from Cortaro Road (1,540 veh/hr). The high volumes are associated with commuters leaving the largely residential area to the northwest of the intersection and traveling along Cortaro Road to reach Interstate 10. Southbound and northbound through volumes exhibit a similar pattern (high southbound volume in the morning, high northbound volume in the evening), an indication of drivers traveling along Silverbell Road to Ina Road in order to access I-10. January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 5

3.2. AFTER CLOSURE JUNE 2008 Traffic volumes were again collected on Wednesday, June 4, 2008, approximately one month after Silverbell Road was closed for construction and the flashing yellow arrow was activated for westbound right turns at the Silverbell Road/Cortaro Road intersection. The counts were taken one month after the closure in order to allow drivers time to adjust to the closure and determine which route they would be using. Figure 4 shows the volumes. The morning and evening peak hours occurred from 7:00 AM to 8:00 AM and from 5:00 PM to 6:00 PM, respectively. Figure 4. Traffic Volumes After Closure of Silverbell Road (June 2008) As was expected, the morning southbound left turns and evening westbound right turns are still the highest volumes at the intersection. However, with the closure of Silverbell Road south of Cortaro Road, the northbound and southbound through volumes were reduced significantly. The westbound left-turn volumes also decreased. January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 6

3.3. AFTER CLOSURE OCTOBER 2008 Overall, the traffic volumes collected in June 2008 were lower than originally estimated. The lower volumes could have been attributable to several conditions ranging from lower school traffic and a lower retiree population in the summer months, to high gas prices (further discussion is provided in Section 3.4). In order to gain a better understanding of the volumes, and to identify if the aforementioned factors had any impact on traffic, peak hour volumes were collected again on Wednesday, October 22, 2008, shortly before the completion of the Silverbell Road construction. Figure 5 shows the volumes. The morning and evening peak hours took place from 6:45 AM to 7:45 AM and from 5:15 PM to 6:15 PM, respectively. Figure 5. Traffic Volumes After Closure of Silverbell Road (October 2008) Again, the morning southbound left turns and evening westbound right turns were the highest volumes at the intersection. Overall, the volumes increased significantly from June 2008 in both the AM and PM peak hours, with a majority of the increased volume on Silverbell Road. January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 7

3.4. ANALYSIS As part of the 2006 traffic mitigation study, traffic volumes were collected in May 2006. In addition, projections were also made in the report about the redistribution of traffic once Silverbell Road was closed and the flashing yellow arrow for westbound right turns was activated at the intersection of Silverbell Road and Cortaro Road. Those two volumes, as well as the volumes collected in April 2008 just before the road closure, in June 2008 approximately one month after the road closure, and in October 2008 just before the road reopening, are presented by movement in Tables 1 and 2. Table 1 shows the volumes for the morning peak hour, and Table 2 shows the volumes for the evening peak hour. No Closure May 2006 7:00-8:00 AM No Closure April 2008 6:45-7:45 AM With Closure Projected Volumes* Table 1. AM Peak Hour Volumes Cortaro Road at Silverbell Road 7:00-8:00 AM With Closure June 2008 7:00-8:00 AM With Closure Date October 2008 Peak Hour 6:45-7:45 AM NB Silverbell Road Left Right Thru Turn Turn U Turn U Turn SB Silverbell Road Left Right Thru Turn Turn U Turn EB Cortaro Road Left Right Thru Turn Turn U Turn WB Cortaro Road Left Right Thru Turn Turn 0 3 143 92 0 1,328 468 12 0 90 86 13 22 47 36 390 2,730 16 11 105 130 0 1,397 475 12 0 26 116 7 26 99 44 305 2,769 0 1 52 33 0 1,616 25 101 0 133 107 1 51 3 52 442 2,617 0 11 16 104 0 1,464 30 56 0 40 163 13 25 35 31 330 2,318 0 12 27 135 0 1,693 41 63 0 50 161 6 30 38 28 324 2,608 *Estimated volume after closure, based on May 2006 volumes. Total Intersection Volume No Closure May 2006 5:00-6:00 PM No Closure April 2008 4:45-5:45 PM With Closure Projected Volumes* Table 2. PM Peak Hour Volumes Cortaro Road at Silverbell Road 5:00-6:00 PM With Closure June 2008 5:00-6:00 PM With Closure Date October 2008 Peak Hour 5:15-6:15 PM NB Silverbell Road Left Right Thru Turn Turn U Turn SB Silverbell Road Left Right Thru Turn Turn U Turn U Turn EB Cortaro Road WB Cortaro Road Total Left Right U Left Right Thru Thru Turn Turn Turn Turn Turn 9 31 539 138 0 760 248 14 1 32 68 10 59 142 166 1,684 3,901 9 23 445 156 0 652 170 9 0 31 63 8 34 147 167 1,540 3,454 0 3 44 11 0 882 60 52 1 207 88 2 129 35 204 1,996 3,714 0 20 72 73 0 753 28 32 0 136 121 30 48 115 185 1,471 3,084 1 19 95 97 0 916 39 44 0 142 132 23 53 151 163 1,478 3,353 *Estimated volume after closure, based on May 2006 volumes. Intersection Volume As discussed in the Initial Report (September 2008), the volumes collected in June 2008 were significantly lower than what was projected The di ff erence was thought to be attributed to a number of factors, including: January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 8

Summer traffic volumes are typically lower than spring traffic volumes because school is out of session for the summer and the winter residents of the Tucson area leave before the summer months; and The considerable increase in the price of gasoline during the preceding months may have caused drivers to travel less and to consolidate trips. In order to determine if those factors actually influenced the traffic volumes collected in June, peak hour volumes were collected again in October 2008, shortly before Silverbell Road was reopened. The purpose was to capture the effects of some of the winter traffic, the school traffic, and the lower price of gasoline. As seen in Tables 1 and 2, the volumes collected in October 2008 are significantly higher than those collected in June 2008, and also correspond much better to the volumes originally projected during both peak hours. From Table 1, the total volume at the intersection in the AM peak hour was projected to decrease from 2,730 vehicles (in May 2006) to 2,617 vehicles (after closure). The decrease in overall volume was anticipated because some drivers were expected to use Wade Road as an alternate route to access Ina Road, bypassing the Silverbell Road/Cortaro Road intersection. By April 2008, the total AM peak hour volume had increased to 2,769 vehicles. In October 2008, the AM peak hour volume was 2,608 vehicles, nearly matching what was originally projected. Similarly, PM peak hour volumes were projected to decrease from 3,901 vehicles in May 2006 to 3,714 vehicles after the closure (Table 2) In Apr i l 2008, 3,454 vehicles were counted at the intersection, decreasing to 3,353 in October 2008. While the volume was significantly lower than what was projected, the decrease in volumes from April 2008 to October 2008 (2.9%) resembled the projected decrease of 4.8%. Traffic volumes were also collected on Cortaro Road west of Silverbell Road and on Wade Road north of Ina Road in order to assess the number of vehicles using those alternate routes. A summary of those volumes is included in Table 3. As indicated, on Cortaro Road west of Silverbell Road (north of Ina Road), the largest change in volumes was experienced in the evening peak period, with approximately 200 vehicles per hour using eastbound Cortaro Road to Silverbell Road as a result of the construction project. Overall, Cortaro Road west of Silverbell Road served as an efficient detour in the evening peak period, but fewer drivers than expected used it during the morning peak period. January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 9

Table 3. Changes in Volumes Wade Road North of Ina Road and Cortaro Road West of Silverbell Road Oct 2008 2006 Existing Projected with Closure CORTARO WEST OF SILVERBELL ADT 7-8 AM 5-6 PM WB 2,435 105 244 EB 2,800 163 252 Total 5,235 268 496 WB 124 137 EB 93 56 Total 217 193 WB 228 212 EB 145 243 Total 373 455 Actual Change in Vols 51 303 Projected Change in Vols 156 262 Oct 2008 2006 Existing Projected with Closure WADE NORTH OF INA Day 7-8 AM 5-6 PM SB 1,087 153 84 NB 1,254 43 172 Total 2,341 196 256 SB 66 35 NB 27 57 Total 93 92 SB 132 63 NB 57 182 Total 189 245 Actual Change in Vols 103 164 Projected Change in Vols 96 153 Difference 7% 7% The volumes measured on Wade Road in October 2008 showed an increase of 164 veh/hr in the PM peak hour and 103 veh/hr in the AM peak hour (both relative to 2006 levels). Both are indications that the roadway was extensively used by drivers as an alternate route during the closure. In fact, the actual volume increases slightly exceeded the forecasted change in volumes. In order to understand the changes drivers were making at the intersection of Silverbell Road and Cortaro Road, individual movements were analyzed. Northbound traffic greatly decreased between April 2008 and October 2008. However, the October 2008 volumes were significantly higher than projected. The traffic on that leg is most likely from the largely residential area served by Silverbell Road south of Cortaro Road, but a contributing factor may have been drivers exiting the Walgreens east of Silverbell Road. Another potential source of trips is a new public library that opened in the summer along that segment of Silverbell Road. January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 10

It was projected that much of the original southbound through volume would be redistributed to become southbound right and left turns at the intersection. While the October 2008 counts showed a significant decrease in the southbound through volume in both peak hours, the volume increase for right turns did not meet projections. However, the volume increase for southbound left turns matched the projections closely. The October 2008 volumes were significantly higher than those collected in June 2008, reinforcing the original idea that the traffic volumes collected in June were not only affected by the construction, but by other background factors (time of year, gas prices) as well. The projections also showed that eastbound left-turn and through volumes would increase in both the morning and evening peak hours after the road closure. As seen in the tables, the increase in the eastbound through volumes was greater than expected. Conversely, although the eastbound left-turn volume did increase, it did not meet projections. The eastbound left-turn volume increase was attributed to vehicles using Ina Road to access Cortaro Road, then traveling northwest to the Cortaro Road/Silverbell Road intersection. The largest discrepancy between the projected volumes and the observed volumes was in the westbound right turns during the evening peak hour. In October 2008, the right turns in the morning peak hour had increased approximately 6%, less than the projected 13%. The observed right-turn volume is significantly less than what was projected because the volume decreased significantly before the project began. In the evening peak hour, it was expected that the right-turn volume would increase 18% from 1,694 vehicles to 1,996 vehicles. Instead, the volume decreased 4% from 1,540 vehicles just before the closure to 1,478 vehicles after the closure (October 2008). Further, the total incoming volume, those vehicles making movements to travel north on Silverbell Road (eastbound left turns, northbound throughs, and westbound right turns), was expected to decrease by less than 1% in the evening peak hour (8 vehicles). The counts collected show that the decrease was actually 15% (301 vehicles), a large part of which was attributed to the observed change in the westbound right-turn volumes. This difference is difficult to explain, because the northbound traffic on Wade Road (the only alternate route that completely avoids the intersection) did not increase beyond the projected volumes. Therefore, it is possible that travel in the area decreased slightly in relation to 2006. January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 11

4. CRASH EXPERIENCE Crash records were used to help identify the safety impacts of the flashing yellow arrow for westbound right turns As shown i n Fi gur e 6, t he t ypes of crashes that were of the highest interest in this situation were pedestrian collisions with right-turning vehicles, rear-end crashes between westbound right-turning vehicles, and sideswipes (or right-turn angle crashes) between right-turning vehicles and through traffic on the north leg of Silverbell Road. P N Silverbell Rd P Cortaro Rd Figure 6. Crash Types Evaluated for Flashing Yellow Right-Turn Arrow Crash data was received from the Town of Marana for the Silverbell Road/Cortaro Road intersection covering the period from May 1, 2008 through November 1, 2008. During that period, which is when Silverbell Road was under construction, there were four crashes at the intersection. Three of the crashes were not related to the implementation of the flashing yellow right-turn arrow. The three collisions involved vehicles trying to merge into one of the westbound rightturn lanes at the last minute, which was a frequent occurrence even before Silverbell Road was closed. As seen in Figure 7, the distance provided for westbound vehicles to move from the through lanes into the right-turn lanes is very short. As a consequence, vehicles often try to move into the right-turn lane further west (closer to the Silverbell Road/Cortaro Road intersection), which on occasion leads to sideswipe crashes with vehicles already in the turn lanes. January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 12

Weaving Area Cortaro Road Figure 7. WB Cortaro Road East of Silverbell Road Turn Lane Transition Only one of the four crashes was associated with the implementation of the flashing yellow right-turn arrow. The crash involved a westbound right-turning vehicle that failed to yield the right-of-way and sideswiped another vehicle that was traveling northbound on Silverbell Road through the intersection. Neither vehicle was disabled and no injuries were reported. The crash took place at noon on June 18, more than 45 days after the installation of the flashing yellow arrow. No other contributing factors were identified, as the weather was clear and the signal was working properly. The crash report for this incident is included in Appendix B. January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 13

5. VIDEO ANALYSIS Video data was collected during the morning and evening peak periods approximately one week, one month, three months, and six months after the closure of Silverbell Road south of Cortaro Road. The data was analyzed by the Town of Marana to evaluate compliance with the flashing yellow right-turn arrow and potential safety conflicts. Three types of situations were identified as potential compliance problems or as an indication of a lack of understanding of the flashing arrow. Those incident types were: Red Light Running Failure to Yield to Cross-Street Traffic Stopping at the Flashing Yellow Arrow Red light running is when a vehicle makes a right turn during the red arrow indication, which is illegal. This can be either a vehicle that approaches the intersection as the arrow is turning to red and makes the turn anyway or a vehicle that comes to a stop at the red arrow then decides to make the right-turn movement during an acceptable gap in traffic. This is a compliance issue, as the red right-turn arrow has been in use at this intersection and several others in the Tucson area for many years. Violation of the red arrow could result in right-turn crashes with northbound traffic. A driver may also fail to yield to cross-street traffic when making the westbound right turn at the intersection. This occurs during the flashing yellow arrow indication when a westbound vehicle makes a right turn into a northbound lane on Silverbell Road that is occupied by at least one northbound through vehicle, requiring one or both vehicles to take evasive action. Potential evasive actions include braking or abrupt steering. Failure to yield is associated with either driver inattention or lack of understanding the flashing yellow arrow, and could lead to conflicts between westbound right-turn and northbound through vehicles. The third type of incident is stopping at the flashing yellow arrow, which involves a vehicle coming to a complete stop for three seconds or more before proceeding through the flashing yellow arrow, even when there are no conflicting cross-street vehicles. This may result in rearend near-misses or collisions since drivers do not expect other vehicles to stop during the flashing yellow arrow indication. January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 14

The results of the analysis performed by the Town of Marana are summarized in Figures 8, 10, and 11. The figures show the results as incidents per 1,000 right-turning vehicles in order to get a measure of exposure. The right-turning vehicles include only westbound traffic. 24.0 22.6 Number of Incidents per 1,000 RT Vehicles 20.0 16.0 12.0 8.0 4.0 8.2 9.8 8.5 Added No Turn on Red Signs 10.3 3.8 4.5 3.6 AM PM 0.0 1 Week After Closure 1 Month After Closure 3 Months After Closure 6 Months After Closure Figure 8. Red Light Running Incidents (per 1,000 RT Vehicles) The number of drivers running the red light (turning right on a red arrow) was higher than anticipated one week and one month after the closure. After observing these trends (as discussed in the Initial Report), the Town of Marana re-installed No Turn on Red (R10-11a) signs for the westbound right-turn movement on June 20, 2008 (Figure 9). The signs had been removed with the installation of the flashing yellow right-turn arrow to avoid sign clutter at and approaching the intersection. The data collected three months after closure shows a slight increase in the number of incidents per 1,000 right-turning vehicles during the AM peak hour, but a significant decrease in the PM peak hour (8.5 incidents per 1,000 RT veh to 3.8 incidents per 1,000 RT veh). Six months after the closure (and four months after the signs had been reinstalled), the number of incidents had decreased even further to 4.5 incidents/1,000 RT veh in the AM peak hour and 3.6 incidents/1,000 RT veh. January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 15

Figure 9. Signage for Flashing Yellow Right-Turn Arrow 24.0 Number of Incidents per 1,000 RT Vehicles 20.0 16.0 12.0 8.0 AM PM 4.0 0.0 2.8 1.4 1.4 0.9 0.0 0.0 0.0 0.0 1 Week After Closure 1 Month After Closure 3 Months After Closure 6 Months After Closure Figure 10. Failure to Yield to Cross-Street Traffic Incidents (per 1,000 RT Vehicles) January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 16

The incident failure to yield to cross-street traffic saw little change in the incident rate over time (Figure 10), starting low one week after the closure and staying low one month, three months, and six months after closure. During all periods of analysis, there were fewer than 1.5 incidents per 1,000 right-turning vehicles in the PM peak hour. In the AM peak hour, there were no incidents recorded one week, three months, or six months after closure. 24.0 20.0 Number of Incidents per 1,000 RT Vehicles 16.0 12.0 8.0 4.0 8.0 3.2 4.2 AM PM 0.0 1.5 0.0 0.0 0.0 0.6 1 Week After Closure 1 Month After Closure 3 Months After Closure 6 Months After Closure Figure 11. Unnecessary Stops at the Flashing Yellow Arrow Incidents (per 1,000 RT Vehicles) As seen in Figure 11, the number of drivers stopping at the flashing yellow arrow decreased steadily between the first (one week after closure) and last (6 months after closure) analysis periods. This is an indication that as time passed, drivers better understood the meaning of the flashing yellow right-turn arrow. January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 17

6. DRIVER SURVEY RESULTS As part of the experimentation program, Psomas and the Town of Marana developed a survey questionnaire on the understanding of the flashing yellow right-turn arrow. The survey, which can be found in Appendix C, included nine multiple choice questions concerning the frequency and time of day drivers used the intersection, the understanding of the flashing yellow right-turn arrow (FYRTA), and the perception of safety and operations during the closure. The Town of Marana mailed 1,000 surveys, and of the 879 that were deliverable, 439 were returned. The results of the survey are summarized in Table 4 and are discussed in further detail below. Two questions addressed the frequency and time periods that the driver travels through the intersection. As seen in Figure 12, a majority of respondents (89%) travel through the intersection at least 5 times per week. The second question allowed for multiple answers, and asked during which time periods the driver routinely traveled through the intersection. The results are shown in Figure 13. Not shown in Figure 13 is that 46% of respondents answered that they travel through the intersection during all of the time periods shown in the survey: the weekday AM peak period, the weekday PM peak period, weekends, and nights. Overall, 85% of drivers stated that they travel through the intersection during at least two of the time periods shown in the survey. Fewer than 5 times per week, 11% How often do you travel through th int er sect ion of Silverbell Road and Cortaro Road? 5 or More times per week, 89% Figure 12. Frequency of Travel Survey Question Results January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 18

January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 19 Question Q1: How often do you travel through the intersection of Silverbell Road and Cortaro Road? Q2: Do you routinely travel through the intersection of Silverbell Road and Cortaro Road during the following time periods (circle all that apply)? Q3: Generally speaking, how satisfied are you with the traffic changes recently implemented at the intersection of Silverbell Road and Cortaro Road? Q4: Is the meaning of the new traffic signs associated with the flashing yellow rightturn arrow clear? Q5: The flashing right-turn yellow arrow operation indicates that you should: Q6: Have you observed flashing yellow arrows for left or right turns at other locations in the United States? Q7: In terms of operations, do you feel that the implementation of the flashing yellow right-turn arrow has: Q8: A solid red arrow on the right-turn signal indicates that a motorist should: Q9: In terms of safety, do you feel that the implementation of the flashing yellow rightturn arrow has: a b c d e 5 or more times per week 1-4 times per week 1-4 times per month Less than once per month Never No Answer / Invalid No Answer / Invalid 89% 10% 1% 0% 0% 0% Weekday morning peak period (6-9 AM) Weekday evening peak period (3-7 PM) Weekends Nights No Answer / Invalid 76% 85% 83% 56% 3% Very satisfied Satisfied Somewhat satisfied Dissatisfied Was not aware of any changes No Answer / Invalid 26% 44% 17% 11% 0% 2% Yes No Have not seen any changes in signage No Answer / Invalid 77% 20% 1% 2% Stop before proceeding through the intersection Continue freely without yielding or stopping Proceed with caution, yielding to vehicles in the intersection Not sure No Answer / Invalid 2% 2% 92% 2% 2% Yes No No Answer / Invalid 38% 58% 4% Had no effect on the level of congestion at the intersection Reduced the level of congestion at the intersection Increased the level of congestion at the intersection Not sure what effect it has had No Answer / Invalid 10% 64% 5% 20% 1% Stop, but may proceed to turn if it is clear to do so Stop and remain stopped until the indication has changed Proceed as long as there is not traffic in the approaching/opposing direction Not sure No Answer / Invalid 17% 77% 0% 3% 3% Degraded the safety conditions at the intersection Had no effect on the safety conditions at the intersection RESPONSES Improved the safety conditions at the intersection Not sure what effect it has had No Answer / Invalid 17% 23% 20% 38% 2% Table 4. Survey Responses

100% Do you routinely travel through the intersection of Silverbell Road and Cortaro Road during the following time periods (circle all that apply)? 90% 80% 70% 76% 85% 83% 60% 50% 40% 56% 30% 20% 10% 0% Weekday AM Peak (6-9 AM) Weekday PM Peak (3-7 PM) 3% W eekends Nights N/A Figure 13. Time of Day Survey Question Results Overall, 70% of drivers said they were satisfied or very satisfied with the traffic changes that were implemented at the intersection during the closure, and only 11% stated that they were dissatisfied. The six remaining survey questions focused on the FYRTA, associated signage, and the drivers feelings about the operation and safety of the intersection after the implementation of the FYRTA. The survey results showed that 77% of respondents felt that the signs associated with the FYRTA were clear. Additionally, only 38% of respondents stated that they had observed flashing yellow arrows for left or right turns at other locations in the United States Two of the questions asked specifically what the flashing yellow and solid red right-turn arrows indicate that a motorist should do. Figure 14 shows the results from the question on the FYRTA and Figure 15 shows the results from the question about the solid red arrow. January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 20

The flashing right-turn yellow arrow operation indicates that you should: Not sure 2% N/A 2% Stop before proceeding through the intersection 2% Continue freely without yielding or stopping 2% Proceed with caution, yielding to vehicles in the intersection (91%) Figure 14. Flashing Yellow Arrow Survey Question Results As seen in Figure 14, a majority (91%) of the respondents answered that a FYRTA indicates that they should proceed with caution, yielding to vehicles in the intersection. However, 2% responded that they should stop before proceeding, and an additional 2% responded that they should continue freely without yielding or stopping. These two responses coincide with the stopping at the flashing yellow arrow and failure to yield to cross-street traffic incident types discussed in the previous section, respectively. Interesting to note is that of the drivers who traveled through the intersection at least five times per week, 95% understood what a FYRTA indicates, while only 86% of those who traveled through the intersection fewer than five times per week understood what a FYRTA indicates. Figure 15 shows the results from the surveys when respondents were asked what a driver should do at a solid red right-turn arrow. Although a majority correctly answered that the driver should stop and remain stopped until the indication has changed, over 20% of the drivers were unsure of its meaning or thought it was legal to proceed after stopping. This may explain the relatively high violation rate for the red arrow cited one week and one month after the closure. January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 21

The re-installation of the No Turn on Red signs helped improve this situation, as discussed earlier. Once again, the drivers that travel through the intersection more frequently were also more likely to answer the question correctly (80% versus 72%). A solid red arrow on the right-turn signal indicates that a motorist should: Not sure 3% N/A 3% Proceed as long as there is not traffic in the approaching/opposing direction 0% Stop, but may proceed to turn if it is clear to do so 17% Stop and remain stopped until the indication has changed 77% Figure 15. Solid Red Arrow Survey Question Results Drivers were also asked how they felt the implementation of the flashing yellow right-turn arrow affected the operations and safety at the intersection. As seen in Figure 16, 74% of respondents felt that the FYRTA either had no effect on or reduced the congestion at the intersection. Another 20% were unsure of the effects of the FYRTA on congestion. Only 5% of respondents felt that the changes at the intersection increased the level of congestion. Respondents were less sure about the effects of the FYRTA on safety at the intersection as shown in Figure 17. Forty-three percent (43%) felt that the implementation of the arrow either did not change or improved the safety at the intersection. Another 38% were unsure of the effect on safety, and 17% felt the implementation of the FYRTA degraded the safety of the intersection. January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 22

In terms of operations, do you fel that the imp l em entation of the flashing yellow right-turn arrow has: Not sure what effect it has had 20% N/A 1% Had no effect on the level of congestion at the intersection 10% Increased the level of congestion at the intersection 5% Reduced the level of congestion at the intersection 64% Figure 16. Intersection Operation Survey Question Results In terms of safety, do you feel that the implementation of the flashing yellow right-turn arrow has: N/A 2% Had no effect on the safety conditions at the intersection 23% Not sure what effect it has had 38% Improved the safety conditions at the intersection 20% Degraded the safety conditions at the intersection 17% Figure 17. Intersection Safety Survey Question Results January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 23

7. FINDINGS The Town of Marana completed the widening of Silverbell Road from Ina Road to Cortaro Road on November 1, 2008 Du r ing const ruct ion of t he pr oj ect (May 1, 2008 to Nov 1, 2008), a flashing yellow arrow was installed with the approval of the Federal Highway Administration to serve the westbound right-turn movement at the intersection of Silverbell Road and Cortaro Road. Traffic volume data, along with video data, crash data, and survey responses, were collected by the Town to evaluate the operational and safety effectiveness of the flashing yellow arrow. Traffic volumes at the intersection were expected to decrease once construction began, but the volumes collected in June 2008 (one month after the closure) were lower than expected. The discrepancy may have been due to a number of factors, including the high gas prices at the time and the fact that summer volumes are typically lower than spring volumes. Therefore, traffic volumes were again collected in October 2008 for comparison. The October volumes were significantly greater than those collected in June and more closely resembled the volumes that were originally projected. A few individual movements at the intersection were analyzed in order to understand the changes drivers were making. The following trends are of note: Northbound traffic on Silverbell Road greatly decreased as expected, but the volumes were higher than what was originally projected. The southbound through volumes decreased greatly (as expected), but the increase in the southbound right-turn volumes did not meet projections. The increase in the southbound left-turn volumes, however, exceeded projections. The eastbound left-turn volumes increased as projected. The westbound right-turn volume in the PM peak hour was projected to increase 18% with the project, but instead decreased 4%. Video was collected during the AM and PM peak hours by the Town one week, one month, three months, and six months after the closure on Silverbell Road, and the occurrence of three types of incidents were recorded by the Town. The three incident types that were recorded as a measure of driver understanding of the flashing yellow arrow at the intersection of Silverbell Road and Cortaro Road were: Red Light Running January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 24

Failure to Yield to Cross-Street Traffic Stopping at the Flashing Yellow Arrow It was found that red light running and stopping at the flashing yellow arrow decreased as time passed, an indication that drivers became more familiar with the new signalization and better understood its operation. In addition, after the Town of Marana installed signs to clarify the prohibition of right-turns-on-red in June, red light running decreased to an even greater extent. The incident rate of vehicles that failed to yield to cross-street traffic was very low throughout the closure, but this type of incident contributed to the one intersection-related crash that occurred during the closure of Silverbell Road. The June 2008 crash was a sideswipe, involving a westbound right-turning vehicle that failed to yield to a northbound through vehicle. There were no reported rear-end or pedestrian crashes during the closure. The Town of Marana conducted a survey in the first month of the closure to determine how well drivers understood the operation of the intersection. The survey also collected information regarding drivers perception about the operation and safety of the intersection. The survey achieved an almost 50% response rate (439 completed questionnaires). Based on the survey results, 70% of respondents were satisfied or very satisfied with the operation of the intersection while the flashing yellow right-turn arrow was in place. Further, a vast majority of drivers (92%) responded that they understood the need to proceed with caution at a flashing yellow arrow while yielding to opposing street traffic. A lesser majority, 77%, responded that they understood that a solid red arrow indicates that the driver should remain stopped until the arrow changes. In both cases, drivers that traveled through the intersection at least five times per week selected the correct answer more often than those who traveled through the intersection four times or less per week. In addition, the survey results showed that 64% of people believed that the flashing yellow rightturn arrow reduced congestion at the intersection (5% believed it increased congestion). The responses about the effect of the flashing yellow arrow on safety at the intersection were fairly even across the board: 17% believed the flashing yellow right-turn arrow degraded safety conditions; 23% believed it had no effect on safety conditions; 20% believed it improved safety conditions; and 38% were not sure what effect it had on safety conditions. January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 25

8. APPENDIX A: TRAFFIC VOLUME DATA January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 26

Project: Silverbell at Cortaro Date: Tuesday, April 22, 2008 Count period: 0:15 Count Starts at 6:30 AM NB Silverbell SB Silverbell EB Cortaro WB Cortaro END U- Left Right U- Left Right U- Left Right U- Left Right Time Turn Turn THRU Turn RTOR Turn Turn THRU Turn RTOR Turn Turn THRU Turn RTOR Turn Turn THRU Turn RTOR 6:45 AM 1 3 24 4 24 0 277 89 3 0 0 5 19 0 0 2 17 9 63 0 7:00 AM 2 4 30 7 30 0 345 121 5 0 0 8 26 1 1 4 27 11 71 0 7:15 AM 4 3 28 6 28 0 320 106 4 0 0 7 21 0 1 5 24 8 58 0 7:30 AM 8 2 19 5 30 0 376 143 1 1 0 4 29 1 0 9 23 12 87 0 7:45 AM 2 2 28 4 20 0 356 105 1 0 0 7 40 1 2 8 25 13 89 0 8:00 AM 0 0 29 12 24 0 303 82 0 2 0 3 33 0 1 9 13 9 93 0 8:15 AM 1 1 35 6 24 0 256 73 0 0 0 5 13 0 1 6 15 11 93 0 8:30 AM 2 0 33 4 23 0 281 74 2 0 0 4 19 0 3 2 11 16 115 0 6:30 AM 7:30 AM 15 12 101 22 112 0 1318 459 13 1 0 24 95 2 2 20 91 40 279 0 6:45 AM 7:45 AM 16 11 105 22 108 0 1397 475 11 1 0 26 116 3 4 26 99 44 305 0 7:00 AM 8:00 AM 14 7 104 27 102 0 1355 436 6 3 0 21 123 2 4 31 85 42 327 0 7:15 AM 8:15 AM 11 5 111 27 98 0 1291 403 2 3 0 19 115 2 4 32 76 45 362 0 7:30 AM 8:30 AM 5 3 125 26 91 0 1196 334 3 2 0 19 105 1 7 25 64 49 390 0 6:30 AM 8:30 AM 20 15 226 48 203 0 2514 793 16 3 0 43 200 3 9 45 155 89 669 0 Count Starts at 4:30 PM NB Silverbell SB Silverbell EB Cortaro WB Cortaro END U- Left Right U- Left Right U- Left Right U- Left Right Time Turn Turn THRU Turn RTOR Turn Turn THRU Turn RTOR Turn Turn THRU Turn RTOR Turn Turn THRU Turn RTOR 4:45 PM 1 5 101 14 34 0 170 35 5 1 0 14 20 0 3 6 26 46 321 0 5:00 PM 0 5 105 8 38 0 180 41 0 0 0 7 18 0 1 11 27 36 377 0 5:15 PM 2 4 112 6 30 0 155 49 4 1 0 11 12 0 0 9 45 40 386 0 5:30 PM 0 9 95 2 25 0 160 34 0 2 0 7 25 1 1 9 33 35 374 0 5:45 PM 7 5 133 13 34 0 157 46 2 0 0 6 8 0 5 5 42 56 403 0 6:00 PM 1 5 113 10 33 0 145 30 3 2 0 9 9 0 1 7 40 48 370 2 6:15 PM 1 4 101 10 35 0 131 29 2 2 0 8 9 1 1 8 38 44 369 0 6:30 PM 2 5 103 12 37 0 138 33 3 2 0 9 10 0 1 11 41 36 377 0 4:30 PM 5:30 PM 3 23 413 30 127 0 665 159 9 4 0 39 75 1 5 35 131 157 1458 0 4:45 PM 5:45 PM 9 23 445 29 127 0 652 170 6 3 0 31 63 1 7 34 147 167 1540 0 5:00 PM 6:00 PM 10 23 453 31 122 0 617 159 9 5 0 33 54 1 7 30 160 179 1533 2 5:15 PM 6:15 PM 9 23 442 35 127 0 593 139 7 6 0 30 51 2 8 29 153 183 1516 2 5:30 PM 6:30 PM 11 19 450 45 139 0 571 138 10 6 0 32 36 1 8 31 161 184 1519 2 4:30 PM 6:30 PM 14 42 863 75 266 0 1236 297 19 10 0 71 111 2 13 66 292 341 2977 2

Project: Silverbell at Cortaro Date: Wednesday, June 04, 2008 Count period: 0:15 Count Starts at 6:30 AM NB Silverbell SB Silverbell EB Cortaro WB Cortaro END U- Left Right U- Left Right U- Left Right U- Left Right (1) Time Turn Turn THRU Turn RTOR Turn Turn THRU Turn RTOR Turn Turn THRU Turn RTOR Turn Turn THRU Turn RTOR 6:45 AM 0 3 2 9 20 0 316 2 10 6 0 8 22 1 1 5 9 4 41 5 7:00 AM 0 3 5 5 18 0 300 2 7 3 0 13 25 2 3 4 6 16 80 1 7:15 AM 0 1 4 6 19 0 393 7 8 4 0 11 38 2 1 3 9 4 68 0 7:30 AM 0 2 3 8 26 0 349 7 14 5 0 6 34 1 4 10 5 13 86 2 7:45 AM 0 6 6 9 17 0 346 9 9 4 0 9 41 1 0 6 10 5 69 2 8:00 AM 0 2 3 7 12 0 376 7 10 2 0 14 50 2 2 6 11 9 98 5 8:15 AM 0 1 2 5 15 0 287 8 9 4 0 7 40 0 0 7 4 12 81 5 8:30 AM 0 2 9 6 15 0 268 7 13 9 0 11 33 2 0 9 12 7 91 1 6:30 AM 7:30 AM 0 9 14 28 83 0 1358 18 39 18 0 38 119 6 9 22 29 37 275 8 6:45 AM 7:45 AM 0 12 18 28 80 0 1388 25 38 16 0 39 138 6 8 23 30 38 303 5 7:00 AM 8:00 AM 0 11 16 30 74 0 1464 30 41 15 0 40 163 6 7 25 35 31 321 9 7:15 AM 8:15 AM 0 11 14 29 70 0 1358 31 42 15 0 36 165 4 6 29 30 39 334 14 7:30 AM 8:30 AM 0 11 20 27 59 0 1277 31 41 19 0 41 164 5 2 28 37 33 339 13 6:30 AM 8:30 AM 0 20 34 55 142 0 2635 49 80 37 0 79 283 11 11 50 66 70 614 21 Count Starts at 4:30 PM NB Silverbell SB Silverbell EB Cortaro WB Cortaro END U- Left Right U- Left Right U- Left Right U- Left Right (1) Time Turn Turn THRU Turn RTOR Turn Turn THRU Turn RTOR Turn Turn THRU Turn RTOR Turn Turn THRU Turn RTOR 4:45 PM 0 6 15 3 18 0 156 8 2 3 0 30 29 2 4 16 35 46 346 7 5:00 PM 0 9 20 3 12 0 166 5 5 3 0 32 30 2 2 11 28 33 332 9 5:15 PM 0 7 25 7 12 0 205 9 4 3 0 33 28 4 2 14 27 41 337 13 5:30 PM 0 6 20 4 20 0 154 3 2 6 0 34 35 6 4 17 31 43 353 7 5:45 PM 0 4 14 1 14 0 204 10 3 5 0 36 39 3 1 6 34 56 383 6 6:00 PM 0 3 13 4 11 0 190 6 5 4 0 33 19 7 3 11 23 45 371 1 6:15 PM 0 5 14 1 13 0 187 3 3 2 0 21 27 6 4 14 25 47 324 14 6:30 PM 0 7 12 0 7 0 166 3 6 5 0 22 22 3 6 7 9 29 316 1 4:30 PM 5:30 PM 0 28 80 17 62 0 681 25 13 15 0 129 122 14 12 58 121 163 1368 36 4:45 PM 5:45 PM 0 26 79 15 58 0 729 27 14 17 0 135 132 15 9 48 120 173 1405 35 5:00 PM 6:00 PM 0 20 72 16 57 0 753 28 14 18 0 136 121 20 10 48 115 185 1444 27 5:15 PM 6:15 PM 0 18 61 10 58 0 735 22 13 17 0 124 120 22 12 48 113 191 1431 28 5:30 PM 6:30 PM 0 19 53 6 45 0 747 22 17 16 0 112 107 19 14 38 91 177 1394 22 4:30 PM 6:30 PM 0 47 133 23 107 0 1428 47 30 31 0 241 229 33 26 96 212 340 2762 58

Project: Silverbell at Cortaro Wednesday, October, 2008 Date: Count period: 0:15 Count Starts at 6:30 AM NB Silverbell SB Silverbell EB Cortaro WB Cortaro END U- Left Right U- Left Right U- Left Right U- Left Right Time Turn Turn THRU Turn RTOR Turn Turn THRU Turn RTOR Turn Turn THRU Turn RTOR Turn Turn THRU Turn RTOR 6:45 AM 0 4 1 19 8 0 359 5 10 7 0 12 20 3 2 5 16 6 66 2 7:00 AM 0 4 9 18 13 0 386 6 7 2 0 7 40 0 0 7 10 8 70 3 7:15 AM 0 3 7 24 9 0 416 13 8 6 0 16 42 2 0 5 10 6 64 2 7:30 AM 0 0 4 14 14 0 430 8 7 2 0 14 34 0 0 9 10 5 93 5 7:45 AM 0 5 7 39 4 0 461 14 21 10 0 13 45 1 3 9 8 9 84 3 8:00 AM 0 2 7 26 3 0 308 21 6 6 0 8 51 0 1 4 16 14 105 2 8:15 AM 0 0 3 19 3 0 283 8 7 4 0 15 32 1 2 5 10 11 125 0 8:30 AM 0 0 7 24 3 0 271 4 4 5 0 16 30 0 1 8 13 11 130 1 6:30 AM 7:30 AM 0 11 21 75 44 0 1591 32 32 17 0 49 136 5 2 26 46 25 293 12 6:45 AM 7:45 AM 0 12 27 95 40 0 1693 41 43 20 0 50 161 3 3 30 38 28 311 13 7:00 AM 8:00 AM 0 10 25 103 30 0 1615 56 42 24 0 51 172 3 4 27 44 34 346 12 7:15 AM 8:15 AM 0 7 21 98 24 0 1482 51 41 22 0 50 162 2 6 27 44 39 407 10 7:30 AM 8:30 AM 0 7 24 108 13 0 1323 47 38 25 0 52 158 2 7 26 47 45 444 6 6:30 AM 8:30 AM 0 18 45 183 57 0 2914 79 70 42 0 101 294 7 9 52 93 70 737 18 Count Starts at 4:30 PM NB Silverbell SB Silverbell EB Cortaro WB Cortaro END U- Left Right U- Left Right U- Left Right U- Left Right Time Turn Turn THRU Turn RTOR Turn Turn THRU Turn RTOR Turn Turn THRU Turn RTOR Turn Turn THRU Turn RTOR 4:45 PM 0 6 20 8 14 0 175 11 7 5 0 22 40 8 3 8 22 45 331 5 5:00 PM 0 4 23 10 15 0 203 14 3 5 0 42 24 0 4 8 24 42 329 10 5:15 PM 0 8 22 12 9 0 243 6 3 9 0 39 34 3 2 8 29 45 349 13 5:30 PM 0 5 24 13 15 0 264 7 9 5 0 31 27 2 1 10 43 40 372 4 5:45 PM 0 3 25 12 8 0 200 7 4 4 0 30 26 4 3 13 42 37 352 10 6:00 PM 1 8 22 18 9 0 213 15 5 10 0 33 29 5 1 13 29 49 365 5 6:15 PM 0 3 24 10 12 0 239 10 3 4 0 48 50 5 2 17 37 37 360 10 6:30 PM 0 2 17 13 14 0 261 18 10 3 0 19 30 2 4 9 29 46 351 5 4:30 PM 5:30 PM 0 23 89 43 53 0 885 38 22 24 0 134 125 13 10 34 118 172 1381 32 4:45 PM 5:45 PM 0 20 94 47 47 0 910 34 19 23 0 142 111 9 10 39 138 164 1402 37 5:00 PM 6:00 PM 1 24 93 55 41 0 920 35 21 28 0 133 116 14 7 44 143 171 1438 32 5:15 PM 6:15 PM 1 19 95 53 44 0 916 39 21 23 0 142 132 16 7 53 151 163 1449 29 5:30 PM 6:30 PM 1 16 88 53 43 0 913 50 22 21 0 130 135 16 10 52 137 169 1428 30 4:30 PM 6:30 PM 1 39 177 96 96 0 1798 88 44 45 0 264 260 29 20 86 255 341 2809 62

9. APPENDIX B: CRASH DATA January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 54

10. APPENDIX C: DRIVER SURVEY January 2009 Flashing Yellow Arrow at Silverbell Rd and Cortaro Rd Final Report Page 56

Silverbell Road at Cortaro Road Driver Survey on Understanding of the Flashing Yellow Right-Turn Arrow Dear Marana resident: As part of the Silverbell Road construction project, the Town of Marana has implemented an experimental signal configuration at the intersection of Silverbell Road and Cortaro Road. The Federal Highway Administration requires that the Town conduct a survey of drivers who use the intersection to evaluate their perception of the new configuration. Please take a few minutes to fill out the following survey and mail it back to the Town of Marana using the enclosed self-addressed stamped envelope (SASE) within 30 days. Your participation in this survey is greatly appreciated and will help us serve you better in the future. We also want to assure you that the responses of individual survey participants will be kept absolutely confidential. Please circle the letter corresponding to your answer. 1) How often do you travel through the intersection of Silverbell Road and Cortaro Road? a. 5 or more times per week b. 1-4 times per week c. 1-4 times per month d. Less than once per month e. Never If you answered e. to Question 1), please do not proceed further with this questionnaire. However, please send back your response above in the included SASE. Thank you.

2) Do you routinely travel through the intersection of Silverbell Road and Cortaro Road during the following time periods (circle all that apply)? a. Weekday morning peak period (6-9 AM) b. Weekday evening peak period (3-7 PM) c. Weekends d. Nights 3) Generally speaking, how satisfied are you with the traffic changes recently implemented at the intersection of Silverbell Road and Cortaro Road. a. Very satisfied b. Satisfied c. Somewhat satisfied d. Dissatisfied e. Was not aware of any changes The Town of Marana implemented a flashing yellow arrow on the signal for vehicles making right turns from westbound Cortaro Road onto Silverbell Road. Please answer the following questions regarding the flashing yellow arrow. 4) Is the meaning of the new traffic signs associated with the flashing yellow right-turn arrow clear? a. Yes b. No c. Have not seen any changes in signage 5) The flashing right-turn yellow arrow operation indicates that you should: a. Stop before proceeding through the intersection b. Continue freely without yielding or stopping c. Proceed with caution, yielding to vehicles in the intersection d. Not sure 6) Have you observed flashing yellow arrows for left or right turns at other locations in the United States? a. Yes b. No

7) In terms of operations, do you feel that the implementation of the flashing yellow right-turn arrow has: a. Had no effect on the level of congestion at the intersection. b. Reduced the level of congestion at the intersection (i.e. improved the operation). c. Increased the level of congestion at the intersection (i.e. worsened the operation). d. Not sure what effect it has had 8) A solid red arrow on the right-turn signal indicates that a motorist should: a. Stop, but may proceed to turn if it is clear to do so. b. Stop and remain stopped until the indication has changed. c. Proceed as long as there is not traffic in the approaching/opposing direction. d. Not sure 9) In terms of safety, do you feel that the implementation of the flashing yellow right-turn arrow has: a. Degraded the safety conditions at the intersection. b. Had no effect on the safety conditions at the intersection. c. Improved the safety conditions at the intersection. d. Not sure what effect it has had Please provide additional comments if you desire. Thank you for completing the survey. Your participation is greatly appreciated and will provide valuable information. If you have any questions regarding the Silverbell Road/Cortaro Road intersection, or if we may assist you in any other matter, please do not hesitate to contact our office at (520) 382-2600.

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