October FREEWAY REPORT K-Factor Report Event Management Travel Time Reliability Average Speeds/Volumes Crash Report Data ARTERIAL REPORT

Transcription

1 I N S I D E T H I S E D I T I O N FREEWAY REPORT K-Factor Report Event Management Average Speeds/Volumes Crash Report Data ARTERIAL REPORT Arterial Issues Arterial Equipment Status Preemption/TSP Throughput Volume October 18

2 October 18: Highlight Reel The ICM operators worked 8,48 events for the month of October, which is higher than the year to date average of 6,1 events per month. ICM Traffic Signal Engineers implemented 16 diversion routes during October. D Road Rangers assisted on 4,997 events, which is up from the yearly average of 3,893 as per SunGuide s Road Ranger Assist Report. As recorded in SunGuide, Road Rangers aided approximately 2,496 disabled vehicles for the month of October which is up from the year to date average of 1,91 disabled vehicles per month. Along I-4, 124 crashes met the Open Roads Policy whereas crashes did not meet the policy. The RTMC assisted on 337 construction events during the month of October, which is up from the year to date average of 283 events per month. The report shows a relation between the number of crashes with lanes blocked and the increase or decrease in the PTI. Segments where elevated crashes with lanes blocked are higher than show an increase in the PTI as in previous months. 7am is the busiest hour during the week for the month of October; while on the weekend it s pm. Due to the increase of crashes with lane blockage for October, the secondary crashes have increased as it compares to September. October shows the highest number of secondaries observed for 18. October s Average Roadway Clearance Times have decreased this month from the yearly average of 38.7 minutes to 37.1 minutes. 3 RISC events occurred in the month of October which pushes our yearly total to 23. The for westbound I-4 near Disney during PM Peak has increased by 21% Crashes with lane blockage have increased for both eastbound and westbound from I-4 between mile marker 8 and mile marker 114 as compared to October of 17. Device Availability has leveled out at 98% over the last months according to the Maintenance and Inventory Management Software. We continue to work with local agencies to resolve the issues which are impacting the travel time and travel time reliability on SR and US 441. There are two locations on US 441 with remaining critical detection issues out of the five we had previously reported. The temporary signal on US 441 at I-4 WB ramp has been brought into the ATMS system, and coordinated timings have been updated to match the adjacent Orange County intersections. Construction on SR-423, US-17/92, SR 482 and the I-4 Ultimate project impacted travel times on those corridors. Page 1

3 October 18: Monthly Narratives ICM in Action #1: Vehicle Fire on SR-28 EB A crash resulted in a vehicle fire on SR-28 EB at Exit 24 on the morning of October 2 th. At :26am, a tractor-trailer carrying wooden doors jackknifed, striking a Jersey barrier and catching fire. All eastbound lanes were blocked while the left and right shoulders remained open. After being informed of the incident by a passing Road Ranger, ICM Operators immediately contacted Orange County TMC and FHP. The ICM Supervisor quickly published a floodgate, DMS, and FL11 messages to inform motorists of the incident. DMS messages were posted on SR-417 for southbound and northbound motorists and through coordination, Turnpike assisted by posting messages back to I-4 (MM ) at :48am. Floodgates, DMS, and FL11 messages were updated constantly throughout the incident, insuring motorists were informed of the situation at all times. At 11:am, ICM operators were told Orange County notified the Road Ranger on scene that traffic will be redirected to Innovation Way. Road Ranger (OR1) was then asked to assist Orange County with managing the detour. At 11:26am, the incident officially became a COIN event since the interstate highway had been closed for more than an hour. The left lane was blocked for repaving due to fire damage and the off ramp was closed for an extended period for debris cleanup. The damage was fully repaired and all lanes were reopened at 6:am. The closure lasted 19 hours and 24 minutes, but thanks to efficient cooperation between the RTMC and various maintaining agencies, negative impact on traffic was minimized and Innovation Way was effectively utilized as a detour to ease congestion in the area. ICM in Action #2: Eight-Vehicle Crash on I-4 WB A crash on I-4 WB at MM 98/Lake Mary Blvd shut down all westbound lanes for more than two hours during the morning of October 29 th. The incident occurred at 8:2am and resulted in a multi-vehicle rollover crash. The vehicles involved included a tractor-trailer and a cement pump truck. All westbound lanes were immediately blocked. ICM operators coordinated with DBi to get a Road Ranger on scene as quickly as possible once the crash was verified on camera. The ICM Supervisor published a floodgate, DMS, and FL11 message back to MM 119 to inform motorists of the incident and suggest alternate routes. The ICM Traffic Signal Timing Engineer identified viable workarounds and implemented diversion routes for the arterials at 8:37am on Lake Mary Blvd, US-17/92, SR-434, and on SR-46A at 9:7am. At :9am, all lanes were opened. The duration of the closure was 2 hours and 24 minutes and the incident resulted in three injuries. Page 2

4 October 18: Monthly Narratives ICM in Action #3: Crash at SR-436 EB A crash on SR-436 EB at Hunt Club Blvd resulted in two lanes blocked on October 12 th. At 11:1am, ICM Operators were made aware of the incident which had resulted in major injury. The Seminole County TMC was immediately notified of the crash. Wasting no time, an ICM Supervisor published floodgates, DMS, and FL11 messages at 11:17am. Local PD and Fire Rescue were on scene by 11:21am. Upon noticing the severity of the incident, the ICM Traffic Signal Timing Engineer put the intersection of SR-436 and Hunt Club Blvd in free and adjusted signal timings until the lanes were opened and the incident was cleared. The incident was fully cleared at 12:23pm. The quick thinking and timing adjustments helped ensure traffic continued to flow as smoothly as possible until the additional congestion was fully cleared. ICM in Action #4: Construction Worker Injury Shuts Down Two Exits on I-4 EB A construction worker was injured in a work area at the Par St off ramp (Exit 86) from I-4 EB the afternoon of October 17 th. Emergency vehicles arrived on scene shortly after and their presence forced the temporary closure of two exits. At 4:16pm, emergency vehicles were spotted on I-4 EB, on the ramp to Princeton St (Exit 8). ICM Operators notified Orlando PD, Fire Rescue, and I-4 Ultimate Road Rangers shortly thereafter. While no lanes were blocked on I-4 EB, Exit s 8 and 86 were closed. The ICM Supervisor updated the floodgate, FL11 message, and DMS to inform motorists of this. The ICM Traffic Signal Timing Engineer activated a diversion plan (441) at Lee Rd at 4:pm to help flush ramp traffic. Ramps were reopened at :11pm. Major exits being shut down on I-4 can cause far-reaching problems, especially during or near hours of high-traffic volume. Working to redirect traffic to the Lee Rd exit ensured the congestion caused by the closure of Exits 8 and 86 was minimized until the incident could be resolved. ICM in Action #: All-Lane Closure on I-4 WB A crash on I-4 WB at Maitland Blvd shut down all westbound lanes the afternoon of October 18 th. At 12:39pm, a crash involving four vehicles and a semi-truck shut down all lanes on I-4 westbound at Maitland Blvd. FHP was promptly notified and the ICM Supervisor immediately published a floodgate, DMS, and FL11 messages. ICM Operators informed I-4 Ultimate Road Rangers of the incident and they assisted Fire Rescue with utilizing the I-4 WB on-ramp to go the wrong way to reach the scene as fast as possible. Local PD arrived on scene at 12:46pm. At 1:1pm, an entrapped motorist was extracted, though no injuries were reported. Congestion was identified from Seminole County on I-4 WB at Exit 92 (SR-436/Semoran Blvd) to Orange County on I-4 WB at Exit 9 (SR-414/Maitland Blvd). The ICM Traffic Signal Timing Engineer recognized that activating the PM plan an hour early would adequately flush out congestion which had built up along SR-434 and SR-436. Once all lanes were open and congestion eased, diversion plans were reverted back to normal operations. Page 3

5 Peak Hour (vehicles/hour) Monthly Average Travel Time Index (AM Peak) Monthly Average Travel Time Index (PM Peak) SEGMENT : I-4 (US 17/92 SR 472) SEGMENT : I-4 (US 17/92 SR 472) SEGMENT 4: I-4 (SR 414 US 17/92) SEGMENT 4: I-4 (SR 414 US 17/92) SEGMENT 3: I-4 (CR 423 SR 414) SEGMENT 3: I-4 (CR 423 SR 414) SEGMENT 2: I-4 (SR 28 CR 423) SEGMENT 2: I-4 (SR 28 CR 423) Travel Time Index Travel Time Index SEGMENT 1: I-4 (CR 32 SR 28) Blue: below 1. Green: Yellow: Red: above 1. SEGMENT 1: I-4 (CR 32 SR 28) Blue: below 1. Green: Yellow: Red: above 1. MPH K 9% 8% 7% 6% % 4% 3% 2% 1% % Average Travel Speed (AM Peak) Average Speed Weighted Average Speed Limit Seg 1 Seg 2 Seg 3 Seg 4 Seg Seg 6 Seg 7 Seg 1 Seg 2 Seg 3 Seg 4 Seg Seg 6 Seg 7 K Factors along I-4 MVDS Mile Marker/Shoulder MPH Average Travel Speed (PM Peak) Average Speed Seg 1 Seg 2 Seg 3 Seg 4 Seg Seg 6 Seg 7 Seg 2 Seg 3 Seg 4 Seg Seg 6 Seg 7 1, 13, 12,, 9, 7, 6, 4, 3, 1, October Peak Hour K (9//17 - /31/18) Weighted Average Speed Limit System Uptime DMS (2) 99.3% CCTV (76) 98.3% TSS (8) 99.1% Notes Travel time data unavailable prior to March 2, 18. All travel time and volume data represents Monday through Friday. AM Peak includes 6-9 AM and PM Peak includes 4-7 PM. Page 4 District ICM

6 Nov-17 Dec-17 Jan-18 Feb-18 Mar-18 Apr-18 May-18 Jun-18 Jul-18 Aug-18 Sep-18 Oct-18 6: AM 7: AM 8: AM 9: AM : AM 11: AM 12: PM 1: PM 2: PM 3: PM 4: PM : PM 6: PM 7: PM 8: PM 9: PM : PM 11: PM 12: AM 1: AM 2: AM 3: AM 4: AM : AM 6: AM 7: AM 8: AM 9: AM : AM 11: AM 12: PM 1: PM 2: PM 3: PM 4: PM : PM 6: PM 7: PM 8: PM 9: PM : PM 11: PM 12: AM 1: AM 2: AM 3: AM 4: AM : AM Events per Hour per Operator* Events per Hour per Operator* RISC/COIN Events Jul-18 Aug-18 Sep-18 Oct-18 RISC Event COIN Event 2 1 Events per Operator (Weekdays) 7 3 Weather Conditions 28 DAYS 3 DAYS *Percipitation is recorded with it reaches greater than.1 inch Events per Operator (Weekends) Hour (Start Time) Oct 18 - Hourly Events per Operator Sept 18 - Hourly Events per Operator Suggested Statewide Events per Staff per Hour *Arterial and Freeway Operators included 8 7 Average Roadway Clearance Time (Minutes) I-4 Osceola 8 I-4 Orange I-4 Seminole 8 8 I-4 Volusia Hour (Start Time) Oct 18 - Hourly Events per Operator Sept 18 - Hourly Events per Operator Suggested Statewide Events per Staff per Hour *Arterial and Freeway Operators included 31 2 Secondary Crashes Road Ranger Data Road Ranger Assists Summary Total Events,664 Road Ranger Assists,3 Road Ranger Assists (12-mo. Avg.) 3,893 % of Events Assisted 96% Road Ranger Assists Disabled Vehicle 2,496 47% Debris in the Road 2,86 39% Abandoned Vehicle 332 6% Crash 382 7% Other* 64 1% *Other: Vehicle fire, Emergency Vehicle, Police Activity, Pedestrian Road Ranger Arrival by Day Day of Week Total Percentage Sunday 63 14% Monday % Tuesday 917 1% Wednesday 82 16% Thursday % Friday % Saturday 71 14% 8 67 Wrong-Way Driving Incidents Jul-18 Aug-18 Sep-18 Oct-18 False Alarms, Maintenance, Unconfirmed, Ped, Bicyclist, Back-Ups, etc. Confirmed Wrong Way Driving Incidents w/ Turnarounds Confirmed Wrong Way Driving Incidents Crashes derived from Wrong Way Drivers Page District ICM

7 CFX Monthly Average Travel Time Index (AM Peak) SEGMENT 6: SR 8 (FL Turnpike I-4) SEGMENT 7: SR 8 (I-4 SR ) CFX Monthly Average Travel Time Index (PM Peak) SEGMENT 6: SR 8 (FL Turnpike I-4) SEGMENT 7: SR 8 (I-4 SR ) CFX Monthly Avg. Travel Time Index (AM Peak) CFX Monthly Avg. Travel Time Index (PM Peak) SEGMENT 8: SR 417 (Aloma SR 8) SEGMENT 8: SR 417 (Aloma SR 8) SEGMENT 9: SR 417 (SR 8 SR 28) SEGMENT 9: SR 417 (SR 8 SR 28) Travel Time Index Blue: below 1. Green: Yellow: Red: above 1. SEGMENT : SR 417 (McCoy SR 417) SEGMENT : SR 417 (McCoy SR 417) Page 6 District ICM

8 Segment 1: SR (I-4), CR 32 (Champions Gate Blvd) to SR 28 (Beachline), 14 miles in length, 24 TSS Detectors Free Flow: 13.2 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept August July Oct 17 Free Flow: 13.2 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept :-9:am 4:-7:pm 6:-9:am 4:-7:pm August Oct July Sept Oct 17 August Oct 17 August 18 Sept 18 Oct 18 Total Crashes: No Lanes Blocked One Lane Blocked Multiple Lanes Blocked All Lanes Blocked Oct 17 August 18 Sept 18 Oct 18 Total Crashes: No Lanes Blocked One Lane Blocked Multiple Lanes Blocked All Lanes Blocked Oct 17 3% 3% Oct 18 % 4% Oct 17 2% 9th Percentile (mins) 9th Percentile (mins) 9th % Average Travel Time Free Flow th % Average Travel Time Free Flow % 8% 9% 12% 8% Oct 18 4% 1% 16% 79% No Lanes One Lane Multiple Lanes All Lanes, 1,,, July Oct 17 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept August July Oct Index Index 1 8 Crashes Page 7 District ICM

9 Segment 2: SR (I-4), SR 28 (Beachline) to CR 423 (John Young Parkway), 8 miles length, 12 TSS Detectors Free Flow: 8. mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept August July Oct 17 Free Flow: 8. mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept :-9:am 4:-7:pm 6:-9:am 4:-7:pm August Oct July Sept Oct 17 August Oct 17 August 18 Sept 18 Oct 18 Total Crashes: No Lanes Blocked One Lane Blocked Multiple Lanes Blocked All Lanes Blocked Oct 17 August 18 Sept 18 Oct 18 Total Crashes: No Lanes Blocked One Lane Blocked Multiple Lanes Blocked All Lanes Blocked Oct 17 Oct 18 Oct 17 2% 9th Percentile (mins) 9th Percentile (mins) 9th % Average Travel Time Free Flow % th % Average Travel Time Free Flow 12% 14% 3% 17% 14% Oct 18 3%, 1,,, July Oct :-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept August July Oct Index Index 46% 1% 21% 23% 37% 8% 62% 67% No Lanes One Lane Multiple Lanes All Lanes Crashes Page 8 District ICM

10 Segment 3: SR (I-4), CR 423 (John Young Parkway) to SR 414 (Maitland Blvd) 11 miles length, TSS Detectors Free Flow: 12.7mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept August July Oct 17 Free Flow: 12.7mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept :-9:am 4:-7:pm 6:-9:am 4:-7:pm August Oct July Sept Oct 17 August Oct 17 August 18 Sept 18 Oct 18 Total Crashes: No Lanes Blocked One Lane Blocked Multiple Lanes Blocked All Lanes Blocked Oct 17 August 18 Sept 18 Oct 18 Total Crashes: No Lanes Blocked One Lane Blocked Multiple Lanes Blocked All Lanes Blocked Oct 17 % Oct 18 Oct 17 9th Percentile (mins) 9th Percentile (mins) 9th % Average Travel Time Free Flow th % Average Travel Time Free Flow % 27% 3% 11% 33% 7% 49% 12% 12% 32% 44% 16% 29% Oct 18 48% No Lanes One Lane Multiple Lanes All Lanes 7%, 1,,, July Oct 17 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept August July Oct Index Crashes Index Page 9 District ICM

11 Segment 4: SR (I-4), SR 414 (Maitland Blvd) to US 17/92 14 miles length, 28 TSS Detectors Free Flow: 13.2 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept August July Oct 17 Free Flow: 13.2 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept :-9:am 4:-7:pm 6:-9:am 4:-7:pm August Oct July Sept Oct 17 August Oct 17 August 18 Sept 18 Oct 18 Total Crashes: No Lanes Blocked One Lane Blocked Multiple Lanes Blocked All Lanes Blocked Oct 17 August 18 Sept 18 Oct 18 Total Crashes: No Lanes Blocked One Lane Blocked Multiple Lanes Blocked All Lanes Blocked Oct 17 4% Oct 18 Oct 17 9th Percentile (mins) 9th Percentile (mins) th % Average Travel Time Free Flow % 21% 64% 9th % Average Travel Time Free Flow % % 9% 61% 28% 4% 1% 19% 19% Oct 18 9% No Lanes One Lane Multiple Lanes All Lanes 3%, 1,,, July Oct 17 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept August July Oct Index Crashes Index Page District ICM

12 Segment : SR (I-4), US 17/92 to SR 472 miles length, 17 TSS Detectors Free Flow: 8.8 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept August July Oct 17 Free Flow: 8.8 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct 17 August 18 Sept 18 Oct 18 Total Crashes: No Lanes Blocked 1 14 One Lane Blocked Multiple Lanes Blocked All Lanes Blocked 1 2 Oct 17 August 18 Sept 18 Oct 18 Total Crashes: No Lanes Blocked One Lane Blocked Multiple Lanes Blocked All Lanes Blocked Oct 17 % Oct 18 4% Oct 17 6% 3% 9th Percentile (mins) 9th Percentile (mins) th % Average Travel Time Free Flow 29.8 Oct 18 %, 1,,, Oct Sept August July Oct Index Crashes Oct Sept :-9:am 4:-7:pm 6:-9:am 4:-7:pm August Oct July Sept Oct 17 August July th % Average Travel Time Free Flow Oct 17 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm % 68% 13 % 83 % 22% 69% % No Lanes One Lane Multiple Lanes All Lanes 7% Index Page 11 District ICM

13 Segment 6: SR 8, Fl. Turnpike to I-4 miles length, 24 TSS Detectors eastbound; 22 TSS Detectors westbound Free Flow:.4 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept August 18 July 18 Oct 17 Free Flow:.4 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept :-9:am 4:-7:pm 6:-9:am 4:-7:pm August 18 Oct July 18 Sept Oct 17 August 18 July 18 9th % Average Travel Time Free Flow Oct :-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct 17 August 18 Sept 18 Oct 18 Total Crashes: No Lanes Blocked One Lane Blocked 6 7 Multiple Lanes Blocked All Lanes Blocked Oct 17 August 18 Sept 18 Oct 18 Total Crashes: No Lanes Blocked One Lane Blocked Multiple Lanes Blocked All Lanes Blocked Oct 17 8% % Oct 18 2% 2% 9th Percentile (mins) 9th Percentile (mins) th % Average Travel Time Free Flow % 74% 12% 84% Oct 17 4% 4% 1% 77% 14% Oct 18 No Lanes One Lane Multiple Lanes All Lanes 9% 77%, 1,,, Oct Sept August 18 July 18 Oct Index Index Crashes Page 12 District ICM

14 Segment 7: SR 8, Fl. I-4 to SR 13 miles length, 2 TSS Detectors eastbound; 33 TSS Detectors westbound 2 1 Free Flow: 13.2 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept August 18 July 18 Oct 17 Free Flow: 13.2 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct 17 August 18 Sept 18 Oct 18 Total Crashes: No Lanes Blocked One Lane Blocked Multiple Lanes Blocked 2 All Lanes Blocked Oct 17 August 18 Sept 18 Oct 18 Total Crashes: No Lanes Blocked One Lane Blocked Multiple Lanes Blocked All Lanes Blocked Oct 17 2% 11% Oct 18 4% % 9th Percentile (mins) 9th Percentile (mins) Oct 17 4% 7% th % Average Travel Time Free Flow Oct 18 6% 2,, 1,,, :-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept August 18 July 18 Oct Index Crashes Oct Sept :-9:am 4:-7:pm 6:-9:am 4:-7:pm August 18 Oct July 18 Sept Oct 17 August 18 July 18 9th % Average Travel Time Free Flow Oct % 76% 14% 77% 14% 7% 1% 14% No Lanes One Lane Multiple Lanes All Lanes 78% Index Page 13 District ICM

15 Segment 8: SR417, Aloma to SR 8 miles length, 11 TSS Detectors Nouthbound; 13 TSS Detectors Southbound Free Flow: 4.3 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept 18 August 18 July 18 Oct 17 Free Flow: 4.3 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept 18 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm August 18 Oct July 18 Sept 18 Oct 17 August 18 Oct 17 August 18 Sept 18 Oct 18 Total Crashes: No Lanes Blocked One Lane Blocked Multiple Lanes Blocked All Lanes Blocked Southbound Oct 17 August 18 Sept 18 Oct 18 Total Crashes: No Lanes Blocked One Lane Blocked Multiple Lanes Blocked All Lanes Blocked Oct 17 Oct 18 9th Percentile (mins) Southbound 9th Percentile (mins) th % Average Travel Time Free Flow 1 9th % Average Travel Time Free Flow % 19% 9% % 67% 13% 6% Southbound Oct 17 6% 7% % Southbound Oct 18 % No Lanes One Lane Multiple Lanes All Lanes 7% 16, 12, 8, 4, July 18 Oct 17 Southbound 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept 18 August 18 July 18 Oct Index Crashes Index Southbound Page 14 District ICM

16 Segment 9: SR 417, SR 8 to SR 28 7 miles length, 12 TSS Detectors ; 12 TSS Detectors Southbound 1 Free Flow: 6 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept 18 August 18 July 18 Oct 17 Free Flow: 6 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept 18 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm August 18 Oct July 18 Sept 18 Oct 17 August 18 Oct 17 August 18 Sept 18 Oct 18 Total Crashes: No Lanes Blocked One Lane Blocked Multiple Lanes Blocked All Lanes Blocked Southbound Oct 17 August 18 Sept 18 Oct 18 Total Crashes: No Lanes Blocked 1 6 One Lane Blocked Multiple Lanes Blocked All Lanes Blocked 3 1 Oct 17 3% 3% Oct 18 9th Percentile (mins) Southbound 9th Percentile (mins) th % Average Travel Time Free Flow 1 9th % Average Travel Time Free Flow % 87% 14% 14% 72% Southbound Oct 17 % 16% 79% 11% Southbound Oct 18 11% 22% No Lanes One Lane Multiple Lanes All Lanes 6%, 2,, 1,,, July 18 Oct 17 Southbound 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept 18 August 18 July 18 Oct Index Crashes Index Southbound Page 1 District ICM

17 Segment : SR 28, McCoy to SR miles length, 14 TSS Detectors ; 16 TSS Detectors Free Flow: 8.9 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept 18 August 18 July 18 Oct 17 Free Flow: 8.9 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept 18 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm August 18 Oct July 18 Sept 18 Oct 17 August 18 Oct 17 August 18 Sept 18 Oct 18 Total Crashes: No Lanes Blocked One Lane Blocked Multiple Lanes Blocked 2 All Lanes Blocked 1 Oct 17 August 18 Sept 18 Oct 18 Total Crashes: No Lanes Blocked One Lane Blocked Multiple Lanes Blocked 1 All Lanes Blocked Oct 17 Oct 18 9th Percentile (mins) 9th Percentile (mins) 9th % Average Travel Time Free Flow th % Average Travel Time Free Flow % % 91% 2% 17% 8% 19% Southbound % Oct 17 81% Southbound Oct 18 % 9% No Lanes One Lane Multiple Lanes All Lanes, 1,,, July 18 Oct 17 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sept 18 August 18 July 18 Oct Index Crashes Index Page 16 District ICM

18 Monthly Average Travel Time Index (AM Peak) Average Travel Time Index Blue: below 1.2 Green: Yellow: Red: above 2.2 ICM Corridors S US 17/92 (Orlando Avenue/Mills Avenue) (22 Signals) Mayo Avenue SR (Colonial Drive) (6.1 miles) N US 17/92 (Orlando Avenue/Mills Avenue) (24 Signals) Airport Boulevard Spartan Drive (.1 miles) SR 46 ( Signals) International Drive Airport Boulevard (3.3 miles) SR (Colonial Drive) (3 Signals) SR 43 (Kirkman Road) SR 436 (Semoran Boulevard) (9.1 miles) SR 414 (Maitland Boulevard) (9 Signals) Bear Lake Road/Rose Avenue CR 427 (Maitland Avenue) (.6 miles) SR 423/CR 423 (JYP/Lee Road) ( Signals) Wymore Road 36th Street (9. miles) SR 434 (Forest City Road) (24 Signals) US 17/92 Trailwood Drive (8.3 miles) SR 43 (Kirkman Road) (18 Signals) SR (Colonial Drive) Carrier Drive (6.6 miles) SR 436 (Semoran Boulevard) (23 Signals) SR 434 US 17/92 (4.8 miles) US 441 (Orange Blossom Trail) (18 Signals) Country Club Drive Americana Boulevard (.4 miles) SR 482 (Sand Lake Road/McCoy Road) (8 Signals) Turkey Lake Road CR 423 (John Young Parkway) (3. miles) Monthly Average Travel Time Index (PM Peak) Monthly Observations We continue to work with local agencies to resolve the issues which are impacting the travel time and travel time reliability on SR and US 441. There are two locations on US 441 with remaining critical detection issues out of the five we had previously reported. The temporary signal on US 441 at I-4 WB ramp has been brought into the ATMS system, and coordinated timings have been updated to match the adjacent Orange County intersections. Construction on SR 423, SR 482, US 17/92, and the Ultimate I-4 project impacted travel times on those corridors. Average Travel Time Index Blue: below 1.2 Green: Yellow: Red: above 2.2 Note: All travel time and volume summaries throughout report are based on Monday through Friday data (weekends not included). Page 17 District ICM

19 Arterial Issues Reported and Resolved 12 8 Number of Issues Reported Resolved Reported Resolved Reported Resolved Reported Jul 18 Aug 18 Sep 18 Oct 18 Tracked: "&Data!AA1&" " Arterial Field Equipment Status *Orange County detection issues can only be monitored for 36 out of 72 intersections and 1 out of 9 state road intersections. Resolved Reported Resolved US 17/92 SR 46 SR SR 414 SR 423/ SR 434 SR 43 SR 436 US 441 SR 482 Total Freeway Incidents Tracked CR 423 Type of Issue Resolution: Detection Issues Reported Resolved Reported Resolved Incidents Tracked Diversion Routes Implemented Reported Resolved Reported Resolved Reported Resolved Unresolved Detection Issues from Previous Month Equipment Issues Timing Issues Programming Issues Request for Assistance ATMS Connection Critical Detector Performance (Left Turn, Side street vehicle/pedestrian movement) Bluetooth Readers GTT-Opticom Phase Selectors Wavetronix Throughput Detectors >% Failure Maintaining Agency State Road (SR) Signals Connection Online % AAM 1 Signals Connection Online % % SR Signals with Critical Detection Issues % AAM 1 Signals with Critical Detection Issues SR Vehicle Critical Detectors SR Vehicle Critical Detector % Operational SR Pedestrian Detectors SR Pedestrian Detector % Operational Number of Devices % Operational TSP Phase 1 Number of Devices TSP Phase 1 % Operational Number of Devices % Operational City of Orlando % % 23.9% 19.8% 1, % % % - - Seminole County % % 1.1% 2.4% 1, % 313.% % 2 84.% - - Orange County % % 6.1%.% 1,24 99.%* %* % - - City of Winter Park 7.% 7.%.%.% 42.% 14.% % - - City of Maitland 8.% 8.% 6.% 6.% % 16.% % - - FDOT % % Page 18 District ICM

20 Lynx On-Time Arrival % 8% % % % % % Early Departure % On Time Departure % Late Departure 7% 22% 16% 29% 27% 26% 24% % 11% 6% 13% 77% 69% 78% 8% 62% 66% 69% 66% 83% 82% 72% 16% 9% 7% 13% 11% 8% 7% 4% % 12% 1% Route Number Route Number Route Name 1 Winter Park/Altamonte Springs 9 Winter Park Rosemont 2 Orange Avenue/South S Orange Avenue/Kissimmee 21 Universal Studios Americana Boulevard/Universal Orlando 418 Florida Mall/Meadow Woods/Lake Nona 42 International Drive/Orlando Int'l Airport 443 Lee Road Crosstown 4 Lake Mary 461 Central FL Regional Hospital/Sanford Transit Signal Priority (TSP) Monthly Summary US 17/92 South US 17/92 North SR 46 Lake Mary Boulevard* Orange Avenue* SR , , ,6 2, , 4, 6, 8,, 12, 14, Number of TSP Requests/Granted during Month *For information purposes only. Not an ICM corridor. Requested Granted Independent Intersection TSP Request/Granted during Month Corridor ID Intersection Name # TSP Requests # TSP Requests Granted % TSP Requests Granted US 17/92 South 9 US 17/92 & Park Ave % US 17/92 South US 17/92 & Magnolia Ave % US 17/92 South 11 US 17/92 & Lake Ave % US 17/92 North 7 US 14-Americana # % US 17/92 North 7 US 1-Lowes # % US 17/92 North 8 US 16-Lk Mary # % SR 46 1 SR US 17/92 # % SR SR 13-Airport Blvd # % Orange Avenue 288 Orange Ave & Michigan St % Orange Avenue 2 Orange Ave & Amelia St % Orange Avenue 174 Orange Ave & Clay Ave % Orange Avenue 73 SR & Orange Ave % Orange Avenue 14 Orange Ave & Concord St % Orange Avenue 18 Orange Ave & Garland Ave % Orange Avenue 18 Orange Ave & Highland Ave Orange Avenue 183 Orange Ave & King St Orange Avenue 22 Orange Ave & Livingston St % Orange Avenue 186 Orange Ave & Marks St Orange Avenue 187 Orange Ave & New Hampshire St % Orange Avenue 188 Orange Ave & Princeton St % Orange Avenue 189 Orange Ave & Rollins St Orange Avenue 19 Orange Ave & Virginia Dr % Orange Avenue 191 Orange Ave & Winter Park St % SR SR 43 & Arnold Palmer Rd % SR SR 43 & Conroy Rd % SR SR 43 & Metrowest Blvd SR SR 43 & Raleigh St % SR SR 43 & Valencia North % SR 71 SR & Magnolia Ave % Page 19 District ICM

21 US 17/92 (Orlando Ave/Mills Ave), North-South corridor from Mayo Ave to Colonial Dr, 6.1 miles length, 22 traffic signals Free Flow: 9.8 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep Aug Jul Oct Southbound 9th Percentile (mins) Free Flow: 9.8 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep :-9:am 4:-7:pm 6:-9:am 4:-7:pm Aug Oct Jul Sep Oct Aug Jul th % Average Travel Time Free Flow Oct Southbound 33. 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep Aug Jul Oct Origination & Destination Data Through Traffic From Origin, Through Traffic From Origin, Southbound 9th Percentile (mins) 9th % Average Travel Time Free Flow Mayo Avenue % 8% 8% 13% 17% 4% 92% % 7% 1% 16% 17% 23% 2% 87% % Maitland Avenue Monroe Avenue SR 423 (Lee Road) Canton Avenue Camellia Avenue Lake Highland Drive SR AM % 4% 4% % 13% 7% 6% 4% PM % 67% % 42% 22% 13% 11% 8% AM PM South of SR 8, 6, 4, 2, Index Index Emergency Vehicle Preemption 39 May Jun 18 Jul 18 7 Aug Sep 18 1 Oct 18 Page District ICM

22 US 17/92 (Orlando Ave/Mills Ave), North-South corridor from Airport Blvd to Spartan Dr,.1 miles length, 24 traffic signals th Percentile (mins) Free Flow: 13.2 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep Aug Jul Oct Southbound 9th Percentile (mins) Free Flow: 13.2 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep :-9:am 4:-7:pm 6:-9:am 4:-7:pm Aug Oct Jul Sep Oct Aug th % Average Travel Time Free Flow th % Average Travel Time Free Flow Origination & Destination Data Through Traffic From Origin, % 16% % 49% 63% % % 17% 3% 47% 63% % Airport Lake Mary Boulevard Boulevard SR 419 SR 434 Dogtrack Road Through Traffic From Origin, Southbound Sunnytown Road (North of US 17/92) AM % 49% 27% 2% % % PM % % 21% 16% % 3% AM PM Spartan Road 8, 6, 4, 2, Jul Oct Southbound 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep Aug Jul Oct Index Index Emergency Vehicle Preemption 38 May 18 6 Jun Jul 18 4 Aug Sep Oct 18 Page 21 District ICM

23 SR 46, East-West corridor from International Pkwy to Airport Blvd, 3.3 miles length, traffic signals 1 9th Percentile (mins) Free Flow: 4.3 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep Aug Jul Oct th Percentile (mins) Free Flow: 4.3 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep :-9:am 4:-7:pm 6:-9:am 4:-7:pm Aug Oct Jul Sep Oct Aug th % Average Travel Time Free Flow Origination & Destination Data Through Traffic From Origin, th % Average Travel Time Free Flow West of International Parkway AM 24% 1% % 1% 37% % I-4 Ramps East of Rinehart Road % 28% 9% AM PM East of Airport Boulevard 8, 6, 4, 2, Jul Oct :-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep Aug Jul Oct Index Index 2 1 Emergency Vehicle Preemption PM % 29% 17% Through Traffic From Origin, Apr 18 May 18 Jul 18 Aug 18 Sep 18 Oct 18 Page 22 District ICM

24 SR (Colonial Drive), East-West corridor from Kirkman Rd to Semoran Blvd, 9.1 miles length, 3 traffic signals 9th Percentile (mins) Free Flow: 12.8 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep Aug Jul Oct th Percentile (mins) Free Flow: 12.8 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep :-9:am 4:-7:pm 6:-9:am 4:-7:pm Aug Oct Jul Sep Oct Aug th % Average Travel Time Free Flow Origination & Destination Data Through Traffic From Origin, th % Average Travel Time Free Flow Hastings Street 4% 9% 14% 19% 37% 4% 73% % 6% 11% 1% 18% 43% % 8% % Fairvilla Road Ferguson Drive Tampa Ave I-4 WB Ramps Highland Avenue Bumby Avenue AM PM Bennett Road SR 436 AM % 73% 4% 34% 18% 14% % 8% 8, 6, 4, 2, Jul Oct :-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep Aug Jul Oct Index Index 2, 2, 1, 1, Emergency Vehicle Preemption 2, 1,81 1,836 1,81 1,299 1,228 PM % 74% 4% 37% 22% 18% 13% 11% Through Traffic From Origin, May 18 Jun 18 Jul 18 Aug 18 Sep 18 Oct 18 Page 23 District ICM

25 SR 414 (Maitland Blvd), East-West corridor from Bear Lake Rd/Rose Ave to Maitland Ave,.6 miles length, 9 traffic signals 9th Percentile (mins) Free Flow: 6.7 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep Aug Jul Oct th Percentile (mins) Free Flow: 6.7 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep :-9:am 4:-7:pm 6:-9:am 4:-7:pm Aug Oct Jul Sep Oct Aug th % Average Travel Time Free Flow th % Average Travel Time Free Flow Origination & Destination Data Through Traffic From Origin, W of Rose Avenue 17% 34% % 23% 38% % I-4 Ramps W of Maitland Avenue AM PM E of Maitland Avenue 8, 6, 4, 2, Jul Oct :-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep Aug Jul Oct Index Index Emergency Vehicle Preemption AM % 4% 2% % 1% 31% PM Emergency Vehicle Preemption summaries will be shown in the future once phase selectors have been brought into CMS. Through Traffic From Origin, Page 24 District ICM

26 SR 423 (John Young Pkwy/Lee Rd), North-South corridor from Wymore Rd to 36th St, 9. miles length, traffic signals Free Flow: 12.4 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep Aug Jul Oct Southbound 9th Percentile (mins) Free Flow: 12.4 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep :-9:am 4:-7:pm 6:-9:am 4:-7:pm Aug Oct Jul Sep Oct Aug Jul th % Average Travel Time Free Flow Oct Southbound :-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep Aug Jul Oct Origination & Destination Data Through Traffic From Origin, Through Traffic From Origin, Southbound 9th Percentile (mins) 9th % Average Travel Time Free Flow Aldrich Avenue 3% 4% 4% 6% 22% % 77% % 2% 3% 4% % 2% 43% 73% % Adanson Street SR 424 N of US 441 S of US 441 WD Judge Drive CR Smith Street First Baptist Church AM % 8% 66% 27% 1% 8% 8% 7% PM % 86% 6% 19% 12% % 4% 3% AM PM S of 36th Street 6, 4, 2, Index Index 7 Emergency Vehicle Preemption 6 May Jun Jul Aug Sep 18 Oct 18 Page 2 District ICM

27 SR 434 (Forest City Rd), North-South corridor from US 17/92 to Trailwood Dr, 8.3 miles length, 24 traffic signals 9th Percentile (mins) Free Flow: 11.2 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep Aug Jul Oct Southbound 9th Percentile (mins) Free Flow: 11.2 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep :-9:am 4:-7:pm 6:-9:am 4:-7:pm Aug Oct Jul Sep Oct Aug Jul th % Average Travel Time Free Flow Oct Southbound :-9:am 4:-7:pm 6:-9:am 4:-7:pm 21.1 Oct Sep Aug Jul Oct th % Average Travel Time Free Flow Origination & Destination Data Through Traffic From Origin, Through Traffic From Origin, Southbound % 6% 9% % 27% % 3% % 7% 19% 24% % Rangeline I-4 Markham US 17/92 CR 427 Road Ramps Woods Road SR 436 AM % % 31% 28% 13% % PM % 63% 38% 33% % 2% AM PM South of Trailwood Drive 8, 6, 4, 2, Index Index 1, 1, 1, 8 Emergency Vehicle Preemption 1,78 May 18 1,164 Jun Jul 18 1,121 1,1 Aug 18 Sep Oct 18 Page 26 District ICM

28 SR 43 (Kirkman Rd), North-South corridor from Colonial Dr to Carrier Dr, 6.6 miles length, 18 traffic signals th Percentile (mins) Free Flow: 8.2 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep Aug Jul Oct Southbound 9th Percentile (mins) Free Flow: 8.2 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep :-9:am 4:-7:pm 6:-9:am 4:-7:pm Aug Oct Jul Sep Oct Aug Jul th % Average Travel Time Free Flow Oct Southbound 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Oct Sep Aug Jul Oct th % Average Travel Time Free Flow Origination & Destination Data Through Traffic From Origin, Through Traffic From Origin, Southbound SR 3% % 8% 14% 28% 29% % 2% % 8% 13% 21% % % SR 8 WB Ramps Old Winter Garden Road Raleigh Street AM PM LB McLeod Eaglesmere International Drive Drive Drive SR 482 AM % 71% 9% 38% 14% 11% 9% PM % 62% 48% 26% 19% 8% % 8, 6, 4, 2, Index Index Emergency Vehicle Preemption 623 May Jun Jul Aug 18 Sep Oct 18 Page 27 District ICM