FREEWAY REPORT Monthly Report ARTERIAL REPORT

Transcription

1 INSIDE THIS MONTH... FREEWAY REPORT Traffic Detection K Factor Report Monthly Performance Measures ICM Response Highlight: Signal Retiming Success Stories FDOT District Integrated Corridor Management (ICM) Monthly Report January 218 Event Management Crash Report Along I-4 Travel Times ARTERIAL REPORT Pages 8-2

2 Monthly Performance Measures Report: January 218 FREEWAY Traffic Detection. Data sampled for both Volume and Speed in both directions (EB & WB) along I-4. I-4 Volumes & Speed (EB) I-4 Volumes & Speed (WB) 3,, 9. 3,, ,, 2,, ,, 6. 2,, ,, 1,, ,, 3. 1,,. 3., 2. 1., Volume Speed Volume Speed K Factor I-4 K3 Values - January 218 January Peak Hour K3 (January) Peak Hour (Vehicles per Hour) K3 (January) K (FDOT 216) NOTES: 1. FDOT 216 K Value used due to less than a year of available MVDS data. 2. Monthly K3 value uses 3th largest hourly volume during month. 3. MVDS devices at 76.4 ES, 83.4 WS, 91.8 ES, 93.3 WS, and 98.3 WS were excluded due to anomalies in data. MVDS Mile Marker / Shoulder District Five Monthly Performance Measures Report: January 218 Page 2

3 Monthly Performance Measures Report: January 218 Monthly Performance Measures. Roadway Clearance Duration per County Clearance durations for I-4 in Orange, Volusia, Seminole & Osceola Counties 6 *Includes events within I-4 in Volusia to I-9 % Event Types FREEWAY Percentage of event types (with Road Ranger response) for the more influential events in the current month. Total # of Events = 4,668 January % Minutes % 7.6% 2 Current Month 48.8% 1 Previous Month Disabled Vehicle 34.7% Volusia Seminole Orange Osceola 12-Month Average Debris on Roadway Crash Secondary Crashes 4 4 # of Secondary Crashes Abandoned Vehicle Other System Uptime Jan-17 Feb-17 Mar-17 Apr-17 May-17 Jun-17 Jul-17 Aug-17 Sep-17 Oct-17 Nov-17 Dec-17 Jan-18 Secondary Crashes = 2 91% Average Uptime Note: Reporting in future months will remove decommissioned Trailblazer DMS signs for an accurate data capture of the DMS system uptime. District Five Monthly Performance Measures Report: January 218 Page 3

4 Incident Success Stories SIGNAL RETIMING SUCCESS STORY During the month of January, the ICM Traffic Signal Timing Engineer monitored US through Seminole County and made note of increased traffic and incidents in the area. He created numerous flush plans which enabled a higher volume of vehicles to travel incident-free via US through Seminole County, thus improving safety and travel efficiency. In addition to the success that was made with US 17-92, there was coordination with Seminole County concerning signal timing adjustments from SR 414 to East Lake Brantley. By making these new patterns more efficient, the complaints dissipated and traffic stopped spilling over into Orange County as it previously had. Wrong Way Driving (WWD) Events PRIOR 3-Month WWD Average: 7 confirmed WWD incidents with turnarounds 38.7 Other false alarms, maintenance, unconfirmed turnarounds, etc CHART TITLE 3 Event Management Oct-17 Nov-17 Dec-17 Jan-18 Confirmed Wrong Way Driving Incidents w/turnarounds "Other" False Alarms, Maintenance, Unconfirmed Turnarounds, etc. 4 Total # of Events per Roadway (With Lane Blockage Data) 3 2 # of Events with Lane Blockage # of Events without Lane Blockage Total # of Events # of Events 2 1 I-4 SR 414 SR 48 SR 417 SR 429 SR 28 Roadway District Five (ICM) Monthly Performance Measures Report: January 218 Page 4

5 Monthly Performance Measures Report: January 218 FREEWAY Crash Reports Along I-4. I-4 Eastbound Crash Volume Report January 217 January 218 I-4 Westbound Crash Volume Report I-4 Crash Volume Analysis for the month of January. The analytics suggest an increase in crash volumes on I-4 eastbound at 14 of 24 reference points. The locations where we re seeing the largest spikes are as follows: - I-4 at SR crashes (217) to 82 (218) - I-4 at Ivanhoe Blvd crashes (217) to 68 (218) - I-4 at SR crashes (217) to 47 (218) - I-4 at SR crashes (217) to 4 (218) - I-4 at SR crashes (217) to 39 (218) SR 414 and Ivanhoe Blvd. had the most crashes (82 and 68, respectively) during the month of January 218 for eastbound I-4. January 217 January 218 The analytics suggest an increase in crash volumes on I-4 westbound at 14 of 24 reference points. The locations where we re seeing the largest spikes are as follows: - I-4 at US crashes (217) to 76 (218) - I-4 at Ivanhoe Blvd. - 7 crashes (217) to 2 (218) SR 48, CR 32 and US 441 had the most crashes (39, 4 and 76, respectively) during the month of January 218 for westbound I-4. District Five Monthly Performance Measures Report: January 218 Page

6 Monthly Performance Measures Report: January 218 FREEWAY Travel Times - Eastbound. EB East of Lake Mary to Saxon FFTT = minutes Free Flow Travel Time (FFTT) EB W of JYP to Lee Road FFTT = 1.8 minutes EB W of World Dr to SR FFTT = minutes TRAVEL TIME TRENDS - EB Heading eastbound I-4 during the hours of 4pm to 6pm, we are seeing a rise in travel times from JYP to Lee Road. District Five Monthly Performance Measures Report: January 218 Page 6

7 Monthly Performance Measures Report: January 218 FFTT = minutes FREEWAY Travel Times - Westbound. WB E of SR 472 to SR FFTT = minutes Free Flow Travel Time (FFTT) WB E of SR 3 to US 27 FFTT = 9.23 minutes WB W of SR 436 to SR 91 FFTT = 17.4 minutes TRAVEL TIME TRENDS - WB TRAVEL TIME TRENDS - WB Heading westbound, I-4 trends are showing a significant rise in travel times from east of SR 3 to US 27 between the hours of 4pm and 7pm. District Five Monthly Performance Measures Report: January 218 Page 7

8 Monthly Performance Measures Report: January 218 Monthly Average Planning Time Monthly Report: January 218 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 (1.1 miles) SR 46 (1 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) (3 Signals) Wymore Road 36th (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) Average Planning Time Blue: Green: Yellow: Red: above 3. Arterial Issues Reported and Resolved Number of Issues Type of Issue Resolution: Detection Issues Request for Assistance Diversion Route Implemented Programming Issues Timing Issues Equipment Issues Arterial Roadways: Maintaining Agency City of Orlando Seminole County Orange County State Road (SR) Signals Connection Online % Reported ATMS Connection A 1 Signals Resolved Arterial Field Equipment Status Connection Online % Reported Resolved SR Vehicle Detectors Reported Detector Performance SR Vehicle Detector % Operational Resolved SR Pedestrian Detectors SR Pedestrian Detector % Operational Bluetooth Readers % % 1, %* %* % 84 1.% 1, % % % % % % 1,24 99.%** %** % - - FDOT % % Reported Resolved Reported Number of Devices Resolved US 17/92 SR 46 SR SR 414 SR 423/ SR 434 SR 43 SR 436 US 441 SR 482 CR 423 % Operational Reported GTT-Opticom Phase Selectors Number of Devices Resolved Reported % Operational Resolved Wavetronix Throughput Detectors Number of Devices Reported % Operational Resolved Reported Resolved Reported Resolved Total Freeway Incidents Tracked: 186 Arterial Observations The intersections on US 17/92 from Orange Avenue to Mayo Avenue have been added to Orange County TACTICS software. In the near future, these intersections will be actively monitored and controlled with the assistance of Orange County. *City of Orlando detection issues can only be monitored for intersections with TS-2 type cabinets (143 of 18 state road intersections). Intersections with TS-1 type cabinets will be added in the near future. **Orange County detection issues can only be monitored for 36 out of 72 ICM- A intersections and 13 out of 29 state road intersections. District Five (ICM) Monthly Performance Measures Report: January 218 Page 8

9 Monthly Performance Measures Report: January 218 Lynx On-Time Arrival On-time arrival data to be shown in the future. US 17/92 South US 17/92 North SR 46 Lake Mary Boulevard Orange Avenue 1st Celery Avenue Transit Signal Priority (TSP) Summary , , 2, 3, 4,, 6, Number of TSP Requests/Granted during Month Requested Granted Corridor ID Intersection Name # TSP Requests # TSP Requests Granted % TSP Requests Granted US 17/92 South 19 US 17/92 & Park Ave % US 17/92 South 11 US 17/92 & Magnolia Ave % US 17/92 South 111 US 17/92 & Lake Ave % US 17/92 North 17 US 14-Americana # % US 17/92 North 17 US -Lowes # % US 17/92 North 18 US 16-Lk Mary # % SR 46 1 SR US 17/92 #4297 N/A SR SR 13-Airport Blvd # % Lake Mary Boulevard 23 Lk 6-Live Oak # % Lake Mary Boulevard 24 Lk 7-Hidden Lk # % Lake Mary Boulevard 24 Lk 8-College Dr # % Lake Mary Boulevard 2 Lk 9-Sir Lawrence # % Lake Mary Boulevard 23 Lk 1-Palmetto St # % Lake Mary Boulevard 2 Lk 11-C- # % Lake Mary Boulevard 26 Lk 12-4th St # % Lake Mary Boulevard 26 Lk 13-Longwood-Lk Mary # % Lake Mary Boulevard 27 Lk 14-Forest # % Lake Mary Boulevard 27 Lk -Rinehart Rd # % Lake Mary Boulevard 28 Lk 16-Sun Dr # % Lake Mary Boulevard 28 Lk 17-Lk Mary Ctr # % Lake Mary Boulevard 29 Lk 18-Lk Emma # % Lake Mary Boulevard 2 Lk 21-International # % Lake Mary Boulevard 29 Lake Mary I-4 EB % Lake Mary Boulevard 21 Lake Mary I-4 WB % Orange Avenue 1 S. Orange Ave & Jetport Drive N/A Orange Avenue 171 S. Orange E. Landstreet Road N/A Orange Avenue 2 S. Orange Sand Lake Rd / Mccoy Rd 47.% Orange Avenue 248 S. Orange 4th N/A Orange Avenue 329 S. Orange Wetherbee Road N/A Orange Avenue 33 S. Orange Fairway Woods Blvd N/A Orange Avenue 413 S. Orange E. Wetherbee Rd N/A Orange Avenue 414 S. Orange Zell Drive N/A 1st 27 1st 3-Sanford #7731 N/A 1st 271 1st 2-Palmetto #6811 N/A Celery Avenue 27 Celery -Mellonville Ave # % District Five (ICM) Monthly Performance Measures Report: January 218 Page 9

10 Monthly Performance Measures Report: January 218 ls Ave/Mills Ave), North-South Ave), US 17/92 North-South corridor (Orlando from corridor Ave/Mills Mayo from Ave Ave), Mayo to Colonial North-South Ave to Dr, Colonial 6.1 corridor miles Dr, 6.1 length, from miles Mayo 22 length, traffic Ave to 22 signals. Colonial traffic signals. Dr, 6.1 miles length, 22 traffic signals. ravel me Information Time InformationTravel Time Information Throughput Volumes (mins) Travel Time (mins) Northbound 9th Percentile 9th (mins) Percentile Avg Travel (mins) Time Vehicles (mins) Per Vehicles Average Per 9th Hourly Percentile Average Volumes Hourly (mins) 217 Volumes Average Vehicles 217 Hourly Per Average Volumes Average Hourly 216 Volumes Hourly Volumes Average Hourly Volumes 216 Free Flow: 9.8 mins 6:-9:am 4:-7:pm 6:-9:am Hour (vph) am -7:pm4:-7:pm 6:-9:am 6:-9:am 4:-7:pm 4:-7:pm Hour (vph) Hour (vph) 6:-9: 4:-7:pm am 4:-7:pm 6:-9: am6:-9: 4:-7:pm 6:-9: am am 4:-7:pm 4:-7:pm 6:-9: am 4:-7:pm Jan Northbound 18.1 Northbound , ,29 Northbound , ,112 1, , Dec Southbound 2.1 Southbound , ,2 Southbound , ,19 1, , Nov Oct Jan Travel 17.1Time Travel (TTI) Time 27.4 (TTI) Planning Time Planning (PTI) Travel Time Time (PTI) (TTI) Planning Time (PTI) Northbound Northbound Northbound (mins) Travel Time (mins) Southbound 9th Percentile 9th (mins) Percentile Avg Travel (mins) Time (mins) 6:-9:am 9th Percentile 6:-9:am 4:-7:pm (mins) 4:-7:pm 6:-9:am 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm 4:-7:pm 6:-9:am 4:-7:pm am -7:pm4:-7:pm 6:-9:am Free Flow: 9.8 6:-9:am mins 4:-7:pm 6:-9:am 4:-7:pm Jan 4:-7:pm 218 Jan 218 6:-9:am :-7:pm Jan Jan Dec Dec Dec Dec Nov Nov Nov Nov Oct Oct Oct Oct Jan Jan Jan Jan Travel 2.Time Travel (TTI) Time 24.8 (TTI) Planning Time Planning (PTI) Travel Time Time (PTI) (TTI) Planning Time (PTI) Southbound Southbound Southbound 6:-9:am 6:-9:am 4:-7:pm 4:-7:pm 6:-9:am 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm 4:-7:pm 6:-9:am 4:-7:pm NORTHBOUND NORTHBOUND % Average Travel Average TimeTravel TimeFree 9th Flow % Free Jan Flow Average 218 Jan Travel Time Free Flow 1.96Jan Dec Dec Dec Nov Nov Nov Oct Oct Oct Jan Jan Jan Northbound Northbound Monthly Monthly Northbound Monthly Mins Planning 1-17 Time Planning Time 1-18 Travel Time Travel Time. PEAK th % Average Travel 1.74 Time Free % Average Travel Time Free Flow Average Travel Time Free Flow 1.69 Flow Southbound Southbound Monthly Monthly Southbound Monthly Mins Planning 1-17 Time Planning Time 1-18 Travel Time Travel Time EAK Destination & Destination Data Origination Data & Destination Data Through Traffic From Origin, Northbound 1.9 rom Traffic Origin, From Northbound Origin, Northbound % 1% 2% 12% 48% 2% 2% 9% 48% 3% 1% 9% 11% 1% 1. 12% 2% 1. 48% 9% 1% % % 24% 16% 44% 24% 6% 84% 44% 6% 1% 84% % 1% 16% 24% 44% PEAK 84% 1% PEAK 1% 99% % 36% % 9% 7% 4% 1% 99% 64% 4% 24% 13% 1% 7% Travel Time Travel Reliability Time Reliability Emergency Emergency Vehicle Vehicle Preemption Preemption Emergency Vehicle Preemption Canton SR 423 Cammelia Canton Mayo Lake Highland Cammelia MaitlandLake Highland MonroeSouth Lake ofsr Highland 423 South Canton of Cammelia South of Lake Highland South of Avenue (Lee Road) Avenue Avenue Avenue Drive Avenue Avenue SR Drive Avenue SR SR (Lee Drive Road) SR Avenue SR Avenue SR Drive SR SR % % % 36% 9% % 7% 9% 4% 7% 4% % 4% 24% 4% 13% 24% 1% 13% 7% 1% 7% om Traffic Origin, From Southbound Origin, Southbound Through Traffic From Origin, Nov Southbound 217 Nov Dec Nov Dec Jan 218 Dec 217 Jan 218 Nov Jan Dec 217 Jan District Five (ICM) Monthly Performance Measures Report: January 218 Page 1

11 Monthly Performance Measures Report: January 218 US 17/92 (Orlando Ave/Mills Ave), North-South corridor from Airport Blvd to Spartan Dr, 1.1 miles length, 24 traffic signals. Travel Time Information Northbound Avg Travel Time (mins) 9th Percentile (mins) Vehicles Per Average Hourly Volumes 218 Average Hourly Volumes 217 Free Flow: 13.2 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Hour (vph) 6:-9: am 4:-7:pm 6:-9: am 4:-7:pm Jan Northbound 84 1, ,711 Dec Southbound 1,891 1,2 1,668 1,273 Nov Oct Jan Travel Time (TTI) Planning Time (PTI) Northbound Southbound Avg Travel Time (mins) 9th Percentile (mins) 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Free Flow: 13.2 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Jan Jan Dec Dec Nov Nov Oct Oct Jan Jan NORTHBOUND Mins Mins Airport Boulevard Origination & Destination Data Through Traffic From Origin, Northbound % 6% 12% 29% 38% 2% 73% % 6% % 32% 39% % 7% Lake Mary Boulevard SR 419 SR 434 Dogtrack Sunnytown Road Road (North of US 17/92) Fernwood Boulevard (South of US 17/92) 1% % 29% 2% 2% 13% 4% Spartan Road Southbound Travel Time (TTI) Planning Time (PTI) 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Jan Dec Nov Oct Jan Northbound Monthly Southbound Monthly Emergency Vehicle Preemption % 4% 23% 18% 11% 7% 2% 2 1 Through Traffic From Origin, Southbound Nov 217 Dec 217 Jan 218 District Five (ICM) Monthly Performance Measures Report: January 218 Page 11

12 Monthly Performance Measures Report: January 218 Westbound Avg Travel Time (mins) 9th Percentile (mins) Vehicles Per Average Hourly Volumes 217 Average Hourly Volumes 216 Free Flow: 4.3 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Hour (vph) 6:-9: am 4:-7:pm 6:-9: am 4:-7:pm Jan Westbound (Future Data) (Future Data) 877 1,239 Dec Eastbound (Future Data) (Future Data) Nov Oct Jan Travel Time (TTI) Planning Time (PTI) Westbound Eastbound Avg Travel Time (mins) 9th Percentile (mins) 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Free Flow: 4.3 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Jan SR 46, East-West corridor from International Pkwy to Airport Blvd, 3.3 miles length, 1 traffic signals. Travel Time Information Jan Dec Dec Nov Nov Oct Oct Jan Jan Mins WESTBOUND Origination & Destination Data Through Traffic From Origin, Westbound Mins West of International Parkway EASTBOUND 2% 44% 1% 23% 34% 1% I-4 Westbound Ramps East of Rinehart Road 1% 34% 11% 1% 34% % East of Airport Boulevard Eastbound Travel Time (TTI) Planning Time (PTI) 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Jan Dec Nov Oct Jan Westbound Monthly Eastbound Monthly Emergency Vehicle Preemption Through Traffic From Origin, Eastbound Nov 217 Dec 217 Jan 218 District Five (ICM) Monthly Performance Measures Report: January 218 Page 12

13 Monthly Performance Measures Report: January 218 SR (Colonial Drive), East-West corridor from Kirkman Rd to Semoran Blvd, 9.1 miles length, 3 traffic signals. Travel Time Information Westbound Avg Travel Time (mins) 9th Percentile (mins) Vehicles Per Average Hourly Volumes 218 Average Hourly Volumes 216 Free Flow: 12.8 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Hour (vph) 6:-9: am 4:-7:pm 6:-9: am 4:-7:pm Jan Westbound 1,26 1,22 1,32 1,4 Dec Eastbound 991 1,9 1,16 1,223 Nov Oct Jan Travel Time (TTI) Planning Time (PTI) Westbound Eastbound Avg Travel Time (mins) 9th Percentile (mins) 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Free Flow: 12.8 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Jan Jan Dec Dec Nov Nov Oct Oct Jan Jan WESTBOUND Mins % 3% 19% 22% 1% 6% 1% % 3% Mins 22% % % % % n SR 424 N of US 441 EASTBOUND Origination CR Smith First Baptist & S Destination of Data Through Traffic From Origin, Westbound 83% 66% 6% 1% 17% 4% 1% % 1% 6% 1% 2% 47% 67% 1% 7% 61% 47% 3% 11% 8% 4% 1% 4% 12% 26% 46% 67% 1% Hastings S of US 441 Fairvilla Road WD Judge Drive Ferguson Drive Tampa Ave/ Country Lane Church 36th I-4 WB Ramps Highland Avenue Bumby Bennett Avenue Road SR 436 Eastbound Travel Time (TTI) Planning Time (PTI) 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Jan Dec Nov Oct Jan Westbound Monthly Eastbound Monthly Emergency Vehicle Preemption % 72% 42% 27% % 13% 7% 6% 1% 69% 48% 33% 22% 18% 11% 8% Through Traffic From Origin, Eastbound Nov 217 Dec 217 Jan 218 District Five (ICM) Monthly Performance Measures Report: January 218 Page 13

14 Monthly Performance Measures Report: January 218 SR 414 (Maitland Blvd.), East-West corridor from Bear Lake Rd/Rose Ave to Maitland Ave,.6 miles length, 9 traffic signals. Travel Time Information Westbound Avg Travel Time (mins) 9th Percentile (mins) Vehicles Per Average Hourly Volumes 218 Average Hourly Volumes 216 Free Flow: 6.7 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Hour (vph) 6:-9: am 4:-7:pm 6:-9: am 4:-7:pm Jan Westbound 1,12 1,8 1,241 2,17 Dec Eastbound 2,162 1,626 1,996 1,682 Nov Oct Jan Travel Time (TTI) Planning Time (PTI) Westbound Eastbound Avg Travel Time (mins) 9th Percentile (mins) 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Free Flow: 6.7 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Jan Jan Dec Dec Nov Nov Oct Oct Jan Jan Origination & Destination Data Through Traffic From Origin, Westbound Mins WESTBOUND Mins W of Rose Avenue EASTBOUND 6.7 6% 34% 1% 1% 42% 1% I-4 Ramps W of Maitland Avenue E of Maitland Avenue Eastbound Travel Time (TTI) Planning Time (PTI) 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Jan Dec Nov Oct Jan Westbound Monthly Eastbound Monthly Emergency Vehicle Preemption Emergency Vehicle Preemption summaries will be shown in the future once phase selectors have been brought into CMS. 1% 39% 22% 1% 47% 31% Through Traffic From Origin, Eastbound District Five (ICM) Monthly Performance Measures Report: January 218 Page 14

15 Monthly Performance Measures Report: January 218 SR 423 (John Young Pkwy/Lee Rd), North-South corridor from Wymore Rd to 36th St, 9. miles length, 3 traffic signals. Travel Time Information Northbound Avg Travel Time (mins) 9th Percentile (mins) Vehicles Per Average Hourly Volumes 218 Average Hourly Volumes 216 Free Flow: 12.4 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Hour (vph) 6:-9: am 4:-7:pm 6:-9: am 4:-7:pm Jan Northbound 1,42 1,83 1,673 1,971 Dec Southbound 1,379 1,742 1,77 1,882 Nov Oct Jan Travel Time (TTI) Planning Time (PTI) Northbound Southbound Avg Travel Time (mins) 9th Percentile (mins) 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Free Flow: 12.4 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Jan Jan Dec Dec Nov Nov Oct Oct Jan Jan NORTHBOUND th % Average Travel Time Free Flow Mins % 3% 19% 22% 1% 6% 1% % 3% Mins 22% % % % % n SR 424 N of US 441 Origination CR Smith First Baptist & S of Destination Data Through Traffic From Origin, Northbound 83% 66% 6% 1% 17% 3% 1% 1% 3% 6% 19% 22% 1% 6% 1% 7% 61% 47% 2% 11% 3% 4% 3% 4% 2% 22% 24% 46% 8% 1% Aldrich Avenue S of US 441 WD Judge Drive Adanson SR 424 N of US 441 S of US 441 WD Judge Drive CR Smith First Baptist S of Church 36th Southbound Travel Time (TTI) Planning Time (PTI) 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Jan Dec Nov Oct Jan Northbound Monthly Southbound Monthly Emergency Vehicle Preemption Emergency Vehicle Preemption summaries will be shown in the future once phase selectors have been brought into CMS. 1% 87% 61% 47% 11% 4% 4% 2% 1% 83% 66% 6% 17% 1% 1% 6% Church 36th Through Traffic From Origin, Southbound District Five (ICM) Monthly Performance Measures Report: January 218 Page

16 Monthly Performance Measures Report: January 218 Northbound Avg Travel Time (mins) 9th Percentile (mins) Vehicles Per Average Hourly Volumes 218 Average Hourly Volumes 217 Free Flow: 11.2 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Hour (vph) 6:-9: am 4:-7:pm 6:-9: am 4:-7:pm Jan Northbound 1,633 1,736 1,441 1,47 Dec Southbound 1,141 1,841 1, 1,68 Nov Oct Jan Travel Time (TTI) Planning Time (PTI) Northbound Southbound Avg Travel Time (mins) 9th Percentile (mins) 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Free Flow: 11.2 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Jan SR 434 (Forest City Rd), North-South corridor from US 17/92 to Trailwood Dr, 8.3 miles length, 24 traffic signals. Travel Time Information Jan Dec Dec Nov Nov Oct Oct Jan Jan Origination & Destination Data Through Traffic From Origin, Northbound Mins NORTHBOUND Mins US 17/92 6% 1% 13% 28% 34% 1% 4% 7% 1% 2% 3% 1% CR 427 Rangeline Road I-4 Westbound Ramps Markham Woods Road 1% % 34% 33% 13% 7% 1% 64% 4% 3% 11% 3% Through Traffic From Origin, Southbound Southbound Travel Time (TTI) Planning Time (PTI) 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Jan Dec Nov Oct Jan Northbound Monthly Emergency Vehicle Preemption Southbound Monthly South of 144 SR 436 Trailwood Drive ,6 1,4 1,2 1, Nov 217 Dec 217 Jan 218 District Five (ICM) Monthly Performance Measures Report: January 218 Page 16

17 Monthly Performance Measures Report: January 218 SR 43 (Kirkman Rd), North-South corridor from Colonial Dr to Carrier Dr, 6.6 miles length, 18 traffic signals. Travel Time Information Northbound Avg Travel Time (mins) 9th Percentile (mins) Vehicles Per Average Hourly Volumes 218 Average Hourly Volumes 216 Free Flow: 8.2 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Hour (vph) 6:-9: am 4:-7:pm 6:-9: am 4:-7:pm Jan Northbound 1,113 2, Dec Southbound 1,746 2, Nov Oct Jan Travel Time (TTI) Planning Time (PTI) Northbound Southbound Avg Travel Time (mins) 9th Percentile (mins) 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Free Flow: 8.2 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Jan Jan Dec Dec Nov Nov Oct Oct Jan Jan NORTHBOUND th % Average Travel Time Free Flow Mins % 3% % 22% 1% 6% 1% 8.2 3% 3% 22% Mins % % % % n SR 424 N of US 441 Origination CR Smith First Baptist & S ofdestination Data Through Traffic From Origin, Northbound 6% 8% 13% 17% 3% 4% 1% 83% 66% 6% 17% 1% 1% 6% 7% 61% 47% 6% 11% 4% 1% 4% 13% 2% 17% 29% 42% 1% SR S of US 441 WD Judge Drive SR 48 WB Ramps Old Winter Garden Road Raleigh LB McLeod Drive Eaglesmere International Drive Drive SR 482 Southbound Travel Time (TTI) Planning Time (PTI) 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Jan Dec Nov Oct Jan Northbound Monthly Southbound Monthly Emergency Vehicle Preemption Emergency Vehicle Preemption summaries will be shown in the future once phase selectors have been brought into CMS. 1% 7% 37% 24% % % 2% 1% 64% 46% 32% 24% 8% % Church 36th Through Traffic From Origin, Southbound District Five (ICM) Monthly Performance Measures Report: January 218 Page 17

18 Monthly Performance Measures Report: January 218 SR 436 (Semoran Blvd), East-West corridor from SR 434 to US 17/92, 4.8 miles length, 23 traffic signals. Travel Time Information Westbound Avg Travel Time (mins) 9th Percentile (mins) Vehicles Per Average Hourly Volumes 218 Average Hourly Volumes 217 Free Flow: 7.4 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Hour (vph) 6:-9: am 4:-7:pm 6:-9: am 4:-7:pm Jan Westbound 1,86 1,9 1,648 1,717 Dec Eastbound 98 2, ,19 Nov Oct Jan Travel Time (TTI) Planning Time (PTI) Westbound Eastbound Avg Travel Time (mins) 9th Percentile (mins) 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Free Flow: 7.4 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Jan Jan Dec Dec Nov Nov Oct Oct Jan Jan WESTBOUND Mins EASTBOUND 9th % Average Travel Time 31.3 Free Flow Mins Origination & Destination Data Through Traffic From Origin, Westbound 21% 29% 69% 78% 1% 19% 28% 82% 83% 1% Westmonte Palm Springs Maitland SR 434 Drive Drive CR 427 US 17/92 Eastbound Travel Time (TTI) Planning Time (PTI) 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Jan Dec Nov Oct Jan Westbound Monthly Eastbound Monthly Emergency Vehicle Preemption 2, Avenue , 1% 1% 38% 3% 24% 1, % 43% 32% 28% 26% 1, Through Traffic From Origin, Eastbound Nov 217 Dec 217 Jan 218 District Five (ICM) Monthly Performance Measures Report: January 218 Page 18

19 Monthly Performance Measures Report: January 218 US 441 (OBT), North-South corridor from Country Club Dr to Americana Blvd,.4 miles length, 18 traffic signals. Travel Time Information Northbound Avg Travel Time (mins) 9th Percentile (mins) Vehicles Per Average Hourly Volumes 217 Average Hourly Volumes 216 Free Flow: 6. mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Hour (vph) 6:-9: am 4:-7:pm 6:-9: am 4:-7:pm Jan Northbound (Future Data) (Future Data) 883 1,171 Dec Southbound (Future Data) (Future Data) Nov Oct Jan Travel Time (TTI) Planning Time (PTI) Northbound Southbound Avg Travel Time (mins) 9th Percentile (mins) 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Free Flow: 6. mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Jan Jan Dec Dec Nov Nov Oct Oct Jan Jan NORTHBOUND th % Average Travel Time Free Flow Mins % 3% 1 19% 22% 1% 6% 1% 6. 3% 3% Mins 22% % % % % n SR 424 N of US 441 S of US 441 Origination CR Smith First Baptist & S Destination of Data Through Traffic From Origin, Northbound 9% 11% 24% 29% 32% 79% 8% 1% 83% 66% 6% 17% 1% 1% 6% 7% 61% 47% 8% 11% 11% 4% 2% 4% 2% 27% 3% 7% 84% 1% S of Country Club Drive SR WD Judge Drive N of South Grand 22nd 3th N of 43rd Redman Americana Boulevard Southbound Travel Time (TTI) Planning Time (PTI) 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Jan Dec Nov Oct Jan Northbound Monthly Southbound Monthly Emergency Vehicle Preemption Emergency Vehicle Preemption summaries will be shown in the future once phase selectors have been brought into CMS. 1% 8% 42% 38% 31% 29% 26% 24% 1% 76% 43% 36% 26% 2% 23% 23% Church 36th Through Traffic From Origin, Southbound District Five (ICM) Monthly Performance Measures Report: January 218 Page 19

20 Monthly Performance Measures Report: January 218 SR 482 (Sand Lake Rd), East-West corridor from Turkey Lake Rd to John Young Pkwy, 3. miles length, 8 traffic signals. Travel Time Information Westbound Avg Travel Time (mins) 9th Percentile (mins) Vehicles Per Average Hourly Volumes 218 Average Hourly Volumes 216 Free Flow: 4.3 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Hour (vph) 6:-9: am 4:-7:pm 6:-9: am 4:-7:pm Jan Westbound 1,7 1,33 1,46 2,172 Dec Eastbound 748 1,769 1,347 1,627 Nov Oct Jan Travel Time (TTI) Planning Time (PTI) Westbound Eastbound Avg Travel Time (mins) 9th Percentile (mins) 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Free Flow: 4.3 mins 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Jan Jan Dec Dec Nov Nov Oct Oct Jan Jan WESTBOUND D el Time Free Flow Mins EASTBOUND % 6% 1% % 8% Mins 1% dge e CR Smith First Baptist S of Church 36th 1% 1% 6% 4% 4% 2% W of Turkey Lake Road Origination & Destination Data Through Traffic From Origin, Westbound 22% 1% 7% 1% 11% 62% 83% 1% W of International Drive E of Universal Boulevard Orange County Station 2 E of John Young Parkway Eastbound Travel Time (TTI) Planning Time (PTI) 6:-9:am 4:-7:pm 6:-9:am 4:-7:pm Jan Dec Nov Oct Jan Westbound Monthly Eastbound Monthly Emergency Vehicle Preemption Emergency Vehicle Preemption summaries will be shown in the future once phase selectors have been brought into CMS. 1% 72% 49% 24% 1% 48% 38% 21% Through Traffic From Origin, Eastbound District Five (ICM) Monthly Performance Measures Report: January 218 Page 2