oki congestion management process findings and analysis analysis.pdf · acknowledgments title oki...

OKI Congestion Management Process Findings and Analysis

September 2007

Prepared by the Ohio-Kentucky-Indiana

Regional Council of Governments

Acknowledgments

Title OKI Congestion Management Process: Findings and Analysis Abstract This report documents the methodology and results of the

second 3-year cycle of travel-time information for the OKI region’s Congestion Management Network, as well as forecasted congestion levels for 2030. Congestion mitigation strategies for selected congested locations are evaluated.

Date September 2007 Agency Ohio-Kentucky-Indiana Regional Council of Governments Mark Policinski, Executive Director Project Manager Andrew J. Reser, AICP Project Staff Andrew Reser, AICP, Principal Author Robert Koehler, P.E., Deputy Executive Director Robyn Bancroft, AICP Larry Buckler Aaron Crary James Fausz Regina Fauver John Heilman, P.E. Andrew Johns, AICP Mary Luebbers Tim Maltry David Shuey Larisa Sims, AICP The preparation of this document was financed cooperatively by the Federal Highway Administration, the Federal Transit Administration, the Commonwealth of Kentucky Transportation Cabinet, the Ohio Department of Transportation, and the units of local and county government in the OKI region. The opinions, findings, and conclusions expressed in this document are those of the OKI Regional Council of Governments and are not necessarily those of the U.S. Department of Transportation. This report does not constitute a standard, specification, or regulation.

Congestion Management Process Analysis Table of Contents

1. Introduction ...............................................................................................1 2. Definition of Congestion............................................................................1 3. Goals and Objectives................................................................................2 4. Performance Measures.............................................................................3 5. Travel Time Data Collection and Monitoring Process ...............................4 6. Findings from Cycle 2 Data Collection: Existing Conditions......................10 7. Change in Travel Times............................................................................23 8. Impact of Congestion on Travel by Transit ...............................................26 9. 2030 Congestion: Travel Demand Model Forecasted Conditions.............27 10. Evaluation of Potential CMP Strategies ....................................................30 11. Integration of CMP Analysis into Transportation Planning Process ..........36 Appendix: Observed Travel Time Data by Section

List of Figures and Tables

Table 5-1 : Congestion Management Network Corridors and Facilities.......... 6 Figure 5-1: OKI Congestion Management Network by Data Collection Year . 7 Table 6-1 : AM Delay per Vehicle...................................................................11 Table 6-2 : Mid-Day Delay per Vehicle...........................................................12 Table 6-3 : PM Delay per Vehicle...................................................................14 Table 6-4 : Total Daily Vehicle Delay - Interstates .........................................16 Table 6-5 : Total Daily Vehicle Delay - Non Interstates..................................20 Figure 6-1: 2004-2007 Observed Congestion ................................................21 Table 6-6 : PM Peak Period Observed Travel Times between Destinations ..22 Table 7-1 : Sections with Faster Speeds: Cycle 1 vs. Cycle 2 .......................24 Table 7-2 : Sections with Slower Speeds: Cycle 1 vs. Cycle 2.......................25 Table 7-3 : Evaluation of Recently Completed Projects .................................26 Table 9-1 : OKI Travel Demand Model: 2030 Highway Congestion Report ...27 Figure 9-1: 2030 Level-of-Service ..................................................................28 Table 9-2 : 2005 Travel Demand Model Travel Times between Destinations 29 Table 9-3 : 2030 Travel Demand Model Forecasted Travel Times ................29 Table 10-1:Evaluation of Congestion Management Strategies ......................33 Table 10-2:Transportation Projects Near Most Congested Locations ............35

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Congestion Management Process Analysis OKI Regional Council of Governments

September 2007

1. Introduction The OKI region’s quality of life and economic competitiveness are closely related to the degree to which the transportation system is able to provide an acceptable level of mobility. The importance of congestion is reflected in federal transportation rules requiring a Congestion Management Process (CMP) in metropolitan areas. The CMP shall provide “for safe and effective integrated management and operation of the multimodal transportation system” and result in “performance measures and strategies that can be reflected in the metropolitan transportation plan”. OKI’s CMP identifies appropriate performance measures to assess the extent of congestion. It establishes a coordinated program for data collection and system performance monitoring to define the extent and duration of congestion. The CMP also identifies and evaluates appropriate congestion management strategies for the improved safety of the existing and future transportation system.

OKI defined the methods of CMP implementation in the 1995 report “OKI Mobility Management Program (MMP): Manual of Practice”. An August 2004 report provided results from the first 3-year comprehensive data collection cycle. This report documents the procedures and findings from the second 3-year data collection cycle that was completed in March 2007 and compares transportation system performance to the 2004 data.

2. Definition of Congestion Congestion is the level at which transportation system performance is no longer acceptable due to traffic interference. The level of acceptable system performance will vary by type of transportation facility, location within the region and time of day. The level of acceptable system performance depends upon transportation and development goals for the region and reflects public perception of traffic interference.

National Perspectives on Congestion Congestion in the OKI region can be viewed in a national context to see how we stand compared to other major metropolitan areas in the United States. The Texas Transportation Institute (TTI) has been documenting the growth of congestion levels in 68 of the nation’s urban areas since the 1980’s. Their mission has been to document mobility trends and highlight numerous issues associated with roadway congestion.

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In their most recent report1, TTI used data from federal, state and local agencies to develop estimates of mobility levels in the urban areas. TTI primarily used the Federal Highway Administration’s Performance Monitoring System (HPMS) database as a source with additional information and guidance supplied by states and localities. The report contains several interesting mobility statistics through 2003 for the Cincinnati Urban Area:

• Cincinnati is the 35th most congested city in the U.S. • 35% of peak travel occurs under congested conditions. • A Cincinnatian peak period traveler is delayed 30 hours a year. • On a per person basis, congestion wastes 19 gallons of fuel each year. • The annual cost in delay and fuel in 2003 due to congestion was $461 million

dollars. The TTI study reflects the average condition of roadways in the entire urban area, not specific facilities and locations. The OKI effort attempts to better pinpoint congestion problems within the urban area. It provides a level of analysis that allows for more informed decision-making in the transportation planning process. 3. Goals and Objectives

Goals: Monitor and evaluate transportation system performance Develop strategies, including multimodal alternatives, to facilitate the mobility

of people and goods within the region. Manage congestion, reducing its incidence in corridors where reduced travel

time is deemed to be desirable. Reinforce the region’s transportation goals and objectives as adopted by OKI

in its Regional Transportation Plan. Objectives:

Contribute to the process of transportation decision-making and policy-making by providing information on the performance of the transportation system.

Evaluate demand management strategies providing alternatives to single-occupancy vehicle travel, including the following, and to promote such strategies where appropriate:

o Improved transit service o Public rideshare programs o Congestion pricing o Telecommuting o High Occupancy Vehicle (HOV) lanes o Parking management

1 The 2005 Urban Mobility Report, Texas Transportation Institute, Texas A&M University, May, 2005. Available: http://mobility.tamu.edu/ums

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o Alternative work schedules o Trip reduction program o Smart Growth techniques

Consider traffic operational improvements and strategies for existing or new roadway facilities, including the following, and to promote such strategies where appropriate:

o Traffic signal improvements o Intersection/geometric improvements o Elimination of bottlenecks o Expansion of incident management strategies o Implementation of ITS technologies as related to the regional ITS

architecture Consider capital intensive improvements, including the following, and to

promote such strategies where appropriate: o Lane additions o New or improved highway facilities o Transit capital improvements

4. Performance Measures Performance measures are parameters that provide the basis for measuring the level of mobility, and identifying the extent, severity, and locations of congestion on the regional transportation system. This information can be used to track changes in mobility over time, identify subareas or corridors with mobility problems, and identify causes of potential hindrances to mobility. It will also provide information to decision-makers and the public as part of the transportation improvement project selection process. As transportation improvements and strategies are implemented over time, these measures serve to permit the evaluation of the effectiveness of mobility enhancement strategies for the movement of people and goods. A number of variables are available as potential measures of mobility. Among the measures available are:

Level of service (LOS); Volume/capacity ratio (V/C); Speed; Delay; Distance traveled (VMT or PMT); Trip-based measure; Combination of speed and distance traveled (i.e., % PMT by speed range)

An appropriate performance measure would be:

Cleary understood; Sensitive to modes; Sensitive to time-of-day (e.g., spreading of peak period); Not too difficult or costly to collect; Able to be forecast into the future;

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Sensitive to the impact of congestion mitigation strategies (on people and/or goods).

On the basis of these criteria, speed and delay were selected as the primary performance measures to be used for congestion monitoring. Level-of-service was used as an initial screening in order to identify road segments where congestion has not historically been encountered. Level-of-Service This performance measure is derived from OKI’s Travel Demand Model. The model has been calibrated to observed traffic volumes. As part of the model validation performed in 2007, modeled traffic volumes matched well with traffic counts. OKI staff, as part of the model validation, reviewed VMT and congestion statistics. A VMT comparison for 2005 model run shows that overall the model over estimates the VMT by 5.83 percent. Results compared favorably with local knowledge of the system and congested locations. For the calibration, OKI used 4086 traffic counts collected through 2006 by the Ohio Department of Transportation (ODOT), The Kentucky Transportation Cabinet, many county and local governments, transportation engineering consultants, and OKI. These traffic counts cover 61 percent of the links in OKI’s modeling network. Roadway capacity is based on the FHWA’s Highway Capacity Manual. Speed This performance measure utilizes travel time. The length of time it takes to get from point to point may be perceived by the traveling public to be the most significant factor in evaluating congestion. Travel time can be compared to a base year, and data can be collected by time of day to distinguish peak from off-peak hours. Delay This measure of congestion can include waiting time at signals, as well as delay caused by high traffic volume to capacity. Actual travel times are measured and compared to travel times at optimal speeds from the OKI Travel Demand Model. Model optimal speeds are based on procedures in the FHWA’s Highway Capacity Manual with consideration for physical and operational characteristics of each roadway operating at low volume. Both delay per vehicle and total vehicle delay are used in this study. Total vehicle delay is calculated by multiplying the delay per vehicle by the volume of vehicles. Volume is based on recent traffic count information and the travel time model. Delay due to incidents or construction activities, or non-recurring congestion, is not considered in this report. 5. Travel Time Data Collection and Monitoring Process Congestion Management Network

The 1995 report, OKI Regional Council of Governments’ Mobility Management Program Manual of Practice, outlines OKI’s effort in carrying out mobility analysis. The focus of

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the Congestion Management Program is on the movement of people and goods over freeways, principal arterials and other transportation facilities. These segments serve as the backbone to the region’s transportation network, and provide connectivity among the region’s transportation facilities, intermodal facilities, and activity centers. OKI selected the facilities comprising the region’s Congestion Management Network according to several key factors. The network must be extensive enough to allow for the identification of both existing and potential recurring congestion. Network continuity is important to ensure that the network structure is rational. Where the network crosses state boundaries, it is important to maintain consistency in the management of mobility. All elements of existing and potential significance to state or metropolitan area travel are included in the network. The OKI Congestion Management Network is comprised of all facilities on the National Highway System (NHS) along with major roadways and all other routes determined to be essential to regional mobility and continuity. The network consists of 1,525 miles and carries 78% of regional traffic. Data Collection Preparation The regional network was divided into 23 discrete corridors prior to the collection of observed speed data. A list of the corridors and the primary facilities included in each corridor is shown in Table 5-1. The CMN is shown in Figure 5-1 and is subdivided by data collection group. The network is divided into thirds, to allow for data collection of the entire network every three years, coinciding with OKI adoption of a new regional transportation plan. The next OKI Regional Transportation Plan will be adopted in 2008. Group 1 data collection includes all interstate facilities in the transportation planning area. Group 2 data collection covers eastern Butler County, Clermont County, eastern Hamilton County and Warren County. Group 3 includes Northern Kentucky, western Butler County and western Hamilton County. The data collection was completed in December 2004 for Group 1, December 2005 for Group 2, and March 2007 for Group 3. This completed the second cycle of data collection. The following sections describe the data collection methodology and findings. The Interstate system is of vital importance to travel within the OKI region. All facilities (232 centerline miles) within Group 1 were included in the data collection effort. Due to limitations on staff time and resources, it was necessary to limit the geographic scope of the travel time collection for Groups 2 and 3. V/C ratios from the OKI Travel Demand Model were used in Groups 2 and 3 to exclude or reduce the sampling of portions of facilities operating at optimal conditions. Sections of facilities that the base year OKI Travel Demand Model shows as operating at LOS A were excluded. Exceptions to this rule occurred in order to maintain a continuous facility segment. Isolated sections operating at LOS B or higher were not included. Generally, all travel time segments begin and end at intersections with other CMN facilities. Group 2 data was collected for 169 centerline miles out of a total of 374 centerline miles. Group 3 data was collected for 215 centerline miles out of a total of 482 centerline miles.

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1 Eastern 11 SoutheastPrimary Facilities from to Primary Facilities from to

1.1 US50 Cinti CBD Round Bottom 11.1 I-471 US27 I-711.2 SR125 US 50 (east) 11.2 KY8 KY547 Newport CBD1.3 SR52 Cinti CBD (east) 11.3 US27 (south) Ohio River1.4 SR32 SR125 (east) 11.4 KY9 (south) Newport CBD

2 Southwest (I-75 South Corridor) 12 Clermont East/West (SR28/SR131 Corridor)Primary Facilities from to Primary Facilities from to

2.1 I-71/75 (south) Ohio River 12.1 SR28 US50 (east)2.2 US42/127 (south) Ohio River 12.2 SR131 US50 (east)2.3 US25 US42/127 KY16

13 Hamilton Central (Cross County/Norwood Lateral Corridor)3 Northern (I-75 North Corridor) Primary Facilities from toPrimary Facilities from to 13.1 SR126 (Cross County Hwy) I-275 US22/SR3

3.1 I-75 Ohio River (north) 13.2 SR562 (Norwood Lateral) I-75 Ridge Av.3.2 US42 (Reading Rd) SR562 SR7413.3 SR4 US42 (north) 14 Butler-Warren North (SR73 Corridor)3.4 Byp. 4 SR4 SR4 Primary Facilities from to3.5 SR747 SR4 SR4 14.1 SR744 US127 SR122

14.2 SR122 SR744 SR484 Western 14.3 SR73 US127 (east)Primary Facilities from to

4.1 I-74 Indiana Line I-75 15 Butler-Warren Central (SR63/SR129 Corridor)4.2 Harrison Ave I-74 I-75 Primary Facilities from to4.3 SR264 US50 8th St. 15.1 SR63 SR4 SR48 4.4 US50 SR56 I-275 Connector 15.2 SR129 (BRH) (west) I-75

15.3 Tylersville Rd SR747 US425 Hamilton North (I-275 North Corridor) 15.4 SR128 US27 I-275Primary Facilities from to

5.1 I-275 I-74 I-71 16 Clermont-Warren Central (Clermont North/South Corridor)5.2 Kemper Road US27 US42 Primary Facilities from to

16.1 SR48 SR28 (north)6 Northeast (I-71 Corridor) 16.2 SR132 Ohio River SR28Primary Facilities from to 16.3 SR276 SR133 SR132

6.1 I-71 Ohio River (north) 16.4 SR133 Ohio River SR2766.2 SR22/3 Cinti CBD (north)6.3 US42 SR741 (north) 17 US 50 (Cincinnati-Lawrenceburg) Corridor6.4 Reading Rd Norwood Lateral Cinti CBD Primary Facilities from to

17.1 US50 I-275 Connector Cincinnati CBD7 Northern Kentucky North (I-275 South Corridor)Primary Facilities from to 18 Boone County

7.1 I-275 KY237 I-471 Primary Facilities from to7.2 KY371 US25 Collins Rd. 18.1 KY18 KY338 KY1017

18.2 KY20 KY237 KY2128 I-275 East 18.3 KY842 KY236 US25Primary Facilties from to 18.4 KY338 US42 US25

8.1 I-275 I-71 I-47119 Hamilton South

9 Northwest (US27/US127 Corridor) Primary Facilities from toPrimary Facilities from to 19.1 MLK Clifton Av. US22/SR3

9.1 US127 (Hamilton Ave) I-75 (north) 19.2 Taft Rd Clifton Av. US22/SR39.2 US27 (Colerain Ave) I-74 (north) 19.3 McMillan Ave Clifton Av. US22/SR39.3 SR126 (west) US27

20 Northern Kentucky Central (N. KY East/West Corridor)10 Southern (KY16/KY17 Corridor) Primary Facilities from toPrimary Facilities from to 20.1 KY547 KY10 KY8

10.1 KY17 KY16 Covington CBD 20.2 KY536 US42 US2710.2 KY16 US25 Covington CBD

21 Cincinnati CBDPrimary Facilities from to

21.1 Central Parkway McMillan Eggleston21.2 Third St Central Av. Broadway21.3 Fifth St Central Av. Broadway21.4 Vine St Central Parkway Second St

Table 5-1Congestion Management Network Corridors and Primary Facilities

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Gro

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§̈ ¦71

§̈ ¦74

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§̈ ¦275

§̈ ¦275

§̈ ¦71

§̈ ¦71¾¡52

¾¡27

¾¡22

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¾¡127

¾¡42¾¡25

¾¡42

¾¡52

¾¡27

¾¡52¾¡27

¾¡42

¾¡127

¾¡42

¾¡52

¾¡27

¾¡50¾¡52

ST338

ST8

ST20

ST177

ST3

ST125

ST9

ST741

ST1

ST48

ST126

ST32

ST133

ST131

ST264

ST732

ST73

ST128

ST222

ST28

ST536

ST350

ST10

ST4

ST132

ST46

ST915

ST122

ST18

ST744

ST237

ST17

ST14

ST129

ST123

ST1936

ST842

ST756

ST1121

ST63

ST547

ST62

ST16

ST232

ST1303

ST743

ST735

ST503

ST1930

ST2043

ST748

ST2046

ST747

ST276

ST2042

ST749

ST727

ST3072

ST1120

ST371

ST148

ST1925

ST1292

ST130

ST1486

ST774

ST561

ST262

ST1017

ST2925

ST3168

ST236

ST154

ST1829

ST2345

ST824

ST1280

ST2951

ST2924

ST2045

ST3060

ST491

ST56

ST1892

ST2047

ST2376

ST2044

ST1501

ST2238

ST3035

ST2926

ST1996

ST2921

ST1998

ST1072

ST1548

ST1566

ST3503

ST3151

ST2373

ST3076

ST3083

ST445

ST3187

ST212

ST3070

ST3081

ST2374

ST2372

ST3147

ST6168

ST2363

ST709

ST2828

ST717

ST3148

ST286

ST2978

ST3235

ST48

ST8

ST63

ST1829

ST73

ST350

ST126

ST16

ST222

ST536

ST14

ST177

ST126

ST48

ST73

ST132

ST133

ST123

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Methodology All travel time observations in cycle 2 were collected with a Global Positioning System (GPS) unit. The GPS unit is accurate to the sub-meter level. As well as providing greater accuracy and consistency, the use of GPS allows for easy interaction with OKI’s GIS. Speed and delay can be calculated using time, distance and volume data. Data collection for the Congestion Management Network (CMN) consists of travel time measurements taken between key intersections during three time periods; AM peak (7-9 a.m.), PM peak (4-6 p.m.) and mid-day (10 a.m. – 3:30 p.m.) hours. Two travel time measurements per the AM and PM peak periods and one measurement for the mid-day period are taken on at least two different days for a total of 5 measurements. Key intersections or interchanges for each route are determined prior to the travel time measurements and entered into a database and mapped in OKI’s GIS. Travel time measurements are then taken on days that are representative of “typical” travel conditions. This excludes the summer high travel season, weekends, holidays, Friday afternoons, and periods of adverse weather. In addition, facilities undergoing construction activities that limit capacity have been avoided. Time and location are automatically recorded in one-second intervals by the Global Positioning System (GPS) unit. No interface with the GPS unit was required during driving. Drivers were trained on how to turn on the GPS unit, where to place the magnetic antenna and how to initialize it for use. Before beginning to travel on the pre-determined route, each driver was asked to answer several initializing questions on the GPS unit touch screen. These questions included the driver’s name and the name of the corridor and facility (from a provided list). Once the unit is initialized, no further input from the driver was required. While driving along the pre-determined route, the driver flows with traffic and attempts to pass roughly the same number of vehicles that passed him while obeying all traffic rules. At the conclusion of travel, the driver turned off the GPS unit and returned it to the project manager. At the office, the project manager transferred the GPS data to the OKI GIS. A subroutine matched each predefined intersection with the nearest measurement location. The arrival time at each intersection was exported to database. The database calculates travel time and speed information along each section (between intersections). Reporting of Travel Time Results Facilities were subdivided into logical sections corresponding to major intersections, including the intersection of other major CMN facilities and state line boundaries. Average speed, delay per vehicle, delay per vehicle per mile and total vehicle delay have been calculated at the section level for each facility in Groups 2 and 3. This information was summarized at the segment level for Group 1. The appendix lists all the travel time data by facility and section.

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Geographic Unit (Example) Corridor (Northern) Facility/Route (I-75) Direction (NB) Segment (from I-275 to SR-129) Section (from I-275 to Union Centre Blvd) The following section details the data definitions and sources used in this findings portion of the analysis: Direction Predominant direction of travel for the facility, eastbound (EB), westbound (WB), southbound (SB), northbound (NB). Distance units: miles source: OKI geographic information system, street centerline file Free-flow travel time units: hours:minutes:seconds

source: Calculated by the formula distance/(optimal speed/60). Optimal speed is from the OKI travel demand model and is calculated based on methodologies in the FHWA Highway Capacity Manual. In some cases free-flow travel time is greater than the observed travel time. This may be caused by occasional inaccuracies in the link-level model assumptions used to calculate optimal speed. There are particular difficulties in assuming a optimal speed on signalized arterials. Future enhancements to OKI’s travel demand model will include an analysis of calculated optimal speeds.

Observed AM travel time units: hours:minutes:seconds

source: Average of observed weekday travel time, measured during the period of 7:00 a.m. to 9:00 a.m. Minimum of two observations.

Observed MD travel time units: hours:minutes:seconds

source: Average of observed weekday travel time, measured during the period of 10:00 a.m. to 3:00 p.m. Minimum of one observation.

Observed PM travel time units: hours:minutes:seconds

source: Observed weekday travel time, measured during the period of 4:00 p.m. to 6:00 p.m. Minimum of two observations.

Vehicle Delay units: minutes

source: Calculated by subtracting free-flow travel time from observed travel time. If free-flow travel time is greater than observed travel time, delay per vehicle is 0. (Assumes all vehicles are affected equally)

Vehicle Delay per mile units: minutes per mile source: Calculated by dividing delay per vehicle by the distance.

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Total Vehicle Delay units: hours

source: Calculated by multiplying the delay per vehicle observed during each time period by the estimated volume during that time period and summing across all three periods. 2-way average annual daily traffic (AADT) counts from OKI’s traffic count database were available for most sections. The traffic counts were divided by two for directional AADT. The traffic count collection year ranged from 1997 to 2006. The most recent traffic volume available was always used. Where no traffic volumes were available, values were interpolated from nearby counts. Traffic volumes were multiplied by the proportion of travel by time period. The proportion of travel by time period is estimated based on data from permanent traffic counting stations located throughout the OKI region. The proportions of travel by time period are; 15% during AM Peak (7am-9am), 27% during Mid-day peak(10am-3pm), and 11% during PM peak(4pm-6pm).

Although it is felt that the data collected and presented in the tables and graphics are accurate and useful, users of the information should be aware of the shortcomings. The user should note how the traffic volume and travel time information was collected and should also be aware that the traffic volumes and travel time represent only typical weekday peak period travel. To get a statistically valid (i.e., high confidence interval) set of data, approximately 30 to 40 runs per peak hour per direction would ideally have been performed. Because of time and budget constraints, this many travel time runs were not possible. Although the rankings only deal with AM, mid-day and PM hours during the weekday, many of our region’s roadways experience congestion at other times of the day. Several roadways may have their greatest congestion during the weekends (near shopping and amusement centers) or during special events (ball games, concerts, etc.). 6. Findings: Existing Conditions Speed and Delay Tables 6-1, 6-2 and 6-3 show the AM, mid-day, and PM vehicle delay per mile for all directional sections with a minimum one minute of vehicle delay and one mile distance. The sections are sorted from most vehicle delay per mile (top) to least vehicle delay per mile. Sections with no vehicle delay are not shown on the tables. In Table 6-1, SR32 westbound from Newtown Road to Clough Pike recorded the worst delay per mile or 6.24 minutes during the morning peak period. US22 southbound from East Kemper Road to I-275 had the most delay per mile during the afternoon peak period (Table 6-3) with 4.78 minutes. Table 6-4 considers the daily traffic volume of each section and consolidates data from Tables 6-1, 6-2, and 6-3 to show vehicle delay per mile during the AM, mid-day, and PM peak periods. Table 6-4 shows the sections of the region’s interstates with the highest daily total vehicle delay. I-71/75 northbound from Buttermilk Pike to Dixie Highway had 1,391 hours of vehicle delay, ranking it as the most congested section in terms of total daily delay. Slow travel speeds, especially during

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the AM peak period, in combination with average daily traffic of more than 75,000 (each direction) contributed to the high delay. Non-interstate sections with high total vehicle delay are shown in Table 6-5. Figure 6-1 is a map of total vehicle delay by roadway section, both interstate and non-interstate, based on the observed travel time data collected from 2004 to 2007. Roadway sections are categorized by low, medium and high total delay.

Facility Section Name Direction Distance Free-flow travel time

Observed AM travel time

AM Veh Delay (mins) per mile

AM Veh Delay (mins)

AM Vehicle Delay per Mile*Table 6-1 Page 1 of 2

4.99I-71/75 Buttermilk Pk (KY371) to Dixie Hwy (US42/127) NB 1.38 0:01:16 0:08:09 6.88

3.00I-71/75 I-275 to Buttermilk Pk (KY371) NB 1.57 0:01:27 0:06:11 4.73

2.24SR747 W.Kemper Road to Sharon Rd. SB 1.04 0:01:59 0:04:19 2.33

1.94KY536 KY16 to KY17 WB 1.61 0:02:37 0:05:44 3.12

1.83Byp 4 SR129 to Tylersville Rd. SB 1.61 0:02:19 0:05:17 2.95

1.83I-75 Glendale-Milford Rd to Lincoln Heights/Shepherd L SB 1.35 0:01:15 0:03:43 2.47

1.74US127 Galbraith Rd. to North Bend Rd. SB 1.04 0:01:50 0:03:38 1.80

1.71I-71/75 Kyles Ln (KY1072) to 12th St (KY1120) NB 1.94 0:01:49 0:05:08 3.32

1.62I-75 Lincoln Heights/Shepherd Ln to Reagan Hwy (SR12 SB 2.42 0:02:14 0:06:10 3.92

1.58US127 Kemper Rd. to I-275 SB 1.03 0:01:56 0:03:34 1.63

1.51SR32 old SR74 E.Junct. to GlenEste-Withamsville Rd. WB 1.46 0:01:52 0:04:04 2.20

1.48SR28 I-275 to US50 WB 1.46 0:02:37 0:04:46 2.15

1.44US50 Newtown Rd. to Plainville Rd. WB 1.56 0:02:23 0:04:37 2.24

1.38US50 Plainville Rd. to Newtown Rd. EB 1.56 0:02:24 0:04:32 2.14

1.29US42/127 KY1017 to KY236 (Commonwealth) NB 1.45 0:02:30 0:04:22 1.87

1.23SR264 Werk Rd. to Bridgetown Rd. WB 1.37 0:02:25 0:04:07 1.69

1.23US42/127 I-71/75 to KY842 SB 1.01 0:01:37 0:02:52 1.25

1.22US127 Mill Rd. to Compton Rd. SB 1.22 0:02:14 0:03:44 1.49

1.21KY16 KY177 to KY17 NB 1.01 0:01:48 0:03:02 1.23

1.16Byp 4 Tylersville Rd. to Union Centre Bl. SB 1.32 0:01:53 0:03:25 1.53

1.14SR4 Galbraith Rd. to Seymour Av. SB 1.46 0:02:58 0:04:38 1.67

1.13KY17 KY2045 to KY536 SB 1.04 0:01:29 0:02:40 1.18

1.13SR264 Bridgetown Rd. to Werk Rd. EB 1.36 0:02:24 0:03:56 1.53

1.08Byp 4 Union Centre Bl. to SR4 S.Junct. SB 1.43 0:01:51 0:03:23 1.54

1.06SR131 SR132 to Wolfpen-Pleasant Hill Rd. WB 4.12 0:05:55 0:10:18 4.38

1.05SR28 SR48 W.Junct. to Branch Hill Guinea Rd. WB 2.08 0:03:17 0:05:29 2.19

1.04US127 I-275 to Kemper Rd. NB 1.03 0:01:56 0:03:00 1.07

1.02SR125 Birney Ln. to Sutton Rd./Corbly WB 1.06 0:02:12 0:03:17 1.08

1.01SR28 Wolfpen-Pleasant Hill to SR28 Byp.W.Junct. WB 1.09 0:01:09 0:02:15 1.10

1.00US42/127 KY842 to I-71/75 NB 1.01 0:01:37 0:02:37 1.01

0.98Kemper Rd. Chester Rd. to SR747 WB 1.30 0:02:17 0:03:34 1.27

0.92SR4 Galbraith Rd. to Glendale Milford Rd. NB 3.14 0:05:33 0:08:26 2.89

0.83US42/127 I-275 to KY236 (Commonwealth) SB 1.46 0:02:29 0:03:42 1.20

0.82US50 Plainville Rd. to Red Bank Rd. WB 1.48 0:02:04 0:03:17 1.21

0.81SR63 I-75 to Cin-Day Rd. (Main St) WB 1.39 0:02:22 0:03:30 1.13

*miminum 1 minute of vehicle delay and 1 mile section distance


Observed AM travel time

AM Veh Delay (mins) per mile

AM Veh Delay (mins)

AM Vehicle Delay per Mile*Table 6-1 Page 2 of 2

0.81KY842 KY1017 to KY18 SB 1.37 0:02:12 0:03:19 1.11

0.80US25 KY1829 to US42/127 NB 1.36 0:02:11 0:03:17 1.09

0.80US42/127 west ramps to I-71/75 to KY1072 (Kyles) SB 1.86 0:03:14 0:04:44 1.48

0.78SR125 Amelia-Olive Branch Rd. to SR132 W. Junct. EB 1.89 0:03:09 0:04:39 1.48

0.77US50 Red Bank Rd. to Plainville Rd. EB 1.47 0:02:04 0:03:12 1.14

0.72Tylersville Rd. Byp.4 to SR747 WB 2.38 0:03:29 0:05:12 1.72

0.72US127 Nilles Rd. to Dixie Hwy/MLK Bl. NB 3.26 0:05:40 0:08:00 2.33

0.69SR48 Deerfield Rd. to SR123 NB 2.08 0:02:26 0:03:51 1.42

0.68SR4 Glendale Milford Rd. to Galbraith Rd. SB 3.17 0:05:57 0:08:06 2.17

0.66US127 Ashtree Dr. to Spring Grove Av. SB 1.51 0:02:54 0:03:54 1.00

0.64US27 Banning Rd. to West North Bend Rd. SB 1.60 0:02:50 0:03:51 1.02

0.63SR73 SR 741 to I-75 WB 2.01 0:02:52 0:04:08 1.27

0.62SR32 Newtown Rd. to Clough Pike WB 2.05 0:03:14 0:04:30 1.26

0.61SR73 I-75 to SR 741 EB 2.02 0:02:52 0:04:06 1.23

0.55US22 Ridge Av. to SR561/SR562 SB 2.03 0:03:56 0:05:03 1.12

0.51US22 SR561/SR562 to Ridge Av. NB 2.03 0:03:56 0:04:59 1.05

0.51Harrison Av. Race Rd. to I-74 WB 2.97 0:05:23 0:06:55 1.53

0.50US127 Dixie Hwy/MLK Bl. to Nilles Rd. SB 3.25 0:05:40 0:07:17 1.62

0.49KY16 Old Taylor Mill Rd. N.Junct. to Old Taylor Mill Rd. S SB 2.76 0:04:53 0:06:14 1.36

0.41SR131 Wolfpen-Pleasant Hill Rd. to SR132 EB 4.12 0:05:55 0:07:37 1.69

0.38Harrison Av. I-74 to Race Rd. EB 2.93 0:05:18 0:06:25 1.11

0.33KY9 I-275 to US27 SB 3.86 0:04:20 0:05:36 1.26

0.25US22 SR48 to Columbia Rd. SB 3.99 0:05:43 0:06:43 1.00

*miminum 1 minute of vehicle delay and 1 mile section distance


Observed MD travel time

MD Veh Delay (mins) per mile

MD Veh Delay (mins)

MD Vehicle Delay per Mile*

Table 6-2 Page 1 of 2

2.38US42/127 KY236 (Commonwealth) to I-275 NB 1.50 0:02:33 0:06:08 3.58


2.14KY842 KY1017 to KY18 SB 1.37 0:02:12 0:05:08 2.94

2.09KY17 Pelly Rd. to KY2045 SB 1.47 0:04:12 0:07:16 3.07

2.05Kemper Rd. SR747 to Chester Rd. EB 1.30 0:02:18 0:04:58 2.67


1.85SR122 University Blvd. to Breiel Blvd. EB 2.04 0:03:36 0:07:21 3.76

1.82SR125 Birney Ln. to Sutton Rd./Corbly WB 1.06 0:02:12 0:04:08 1.93

1.80US22 Dana Av. to Sherman Av. NB 1.16 0:02:48 0:04:53 2.09

1.54SR747 Sharon Rd. to W.Kemper Road NB 1.03 0:01:58 0:03:34 1.60

1.53KY842 KY18 to KY1017 NB 1.36 0:02:11 0:04:16 2.08


1.35KY16 KY177 to KY17 NB 1.01 0:01:48 0:03:10 1.36

1.34KY842 KY236 to KY1017 SB 1.25 0:02:01 0:03:41 1.67

1.24US22 SR126 S.Junct. to Galbraith Rd. SB 1.43 0:03:01 0:04:47 1.76

1.22US22 Mason-Montgomery Rd. to Fields-Ertel Rd. NB 1.08 0:01:48 0:03:06 1.31

1.21US127 Mill Rd. to Compton Rd. SB 1.22 0:02:14 0:03:43 1.48


1.04US42/127 I-71/75 to KY842 SB 1.01 0:01:37 0:02:40 1.06

1.03SR125 Five Mile Rd. to Eight Mile Rd. EB 1.59 0:02:24 0:04:03 1.64

1.01US25 US42/127 to KY1829 SB 1.36 0:02:10 0:03:32 1.37

0.99US50 Newtown Rd. to Plainville Rd. WB 1.56 0:02:23 0:03:55 1.54

0.97US52 Bains to Taylor-Southgate Bridge WB 1.17 0:01:54 0:03:02 1.13


0.91SR4 SR747 N.Junct. to Liberty Fairfield Rd. SB 1.59 0:02:01 0:03:28 1.44

0.88Kemper Rd. Mill Rd. to Winton Rd. EB 1.27 0:02:17 0:03:24 1.11

0.86Byp 4 SR129 to SR4 N.Junct. NB 1.60 0:02:17 0:03:39 1.37


0.83SR125 Merwin-Ten Mile Rd. to Shayler Rd. WB 1.47 0:02:14 0:03:27 1.22

0.81Kemper Rd. Winton Rd. to Mill Rd. WB 1.27 0:02:17 0:03:18 1.02

0.79SR125 Eight Mile Rd. to Five Mile Rd. WB 1.59 0:02:25 0:03:40 1.25

0.77US25 KY1829 to US42/127 NB 1.36 0:02:11 0:03:14 1.05

0.77Byp 4 SR4 S.Junct. to Union Centre Bl. NB 1.43 0:01:51 0:02:57 1.10


0.71US42/127 KY236 (Commonwealth) to KY1017 SB 1.46 0:02:30 0:03:33 1.04


0.63SR125 SR132 W. Junct. to Amelia-Olive Branch Rd. WB 1.90 0:03:10 0:04:22 1.20

0.59Kemper Rd. Winton Rd. to SR4 EB 2.08 0:03:48 0:05:02 1.23


0.52SR73 SR 741 to I-75 WB 2.01 0:02:52 0:03:55 1.06

0.52SR131 Wolfpen-Pleasant Hill Rd. to US50 WB 2.09 0:03:02 0:04:08 1.09

0.50SR73 I-75 to SR 741 EB 2.02 0:02:52 0:03:53 1.02

*minimum 1 minute of vehicle delay and 1 mile section distance


Observed MD travel time

MD Veh Delay (mins) per mile

MD Veh Delay (mins)

MD Vehicle Delay per Mile*


0.49SR48 Deerfield Rd. to SR123 NB 2.08 0:02:26 0:03:27 1.02

0.44Tylersville Rd. SR747 to Byp.4 EB 2.39 0:03:30 0:04:32 1.04


0.42Harrison Av. Werk Rd. to Queen City Av. EB 2.87 0:05:08 0:06:20 1.20

0.29US22 SR48 to Columbia Rd. SB 3.99 0:05:43 0:06:52 1.15

*minimum 1 minute of vehicle delay and 1 mile section distance

Facility Section Name Direction Distance Free-flow travel

Observed PM travel time

PM Veh Delay (mins) per mile

PM Veh Delay (mins)

PM Vehicle Delay per Mile*


4.78US22 E.Kemper Rd. to I-275 SB 1.00 0:01:35 0:06:22 4.78

3.76SR32 GlenEste-Withamsville Rd. to Old SR74 E.Junct. EB 1.46 0:01:52 0:07:23 5.51

3.11US42/127 I-275 to KY236 (Commonwealth) SB 1.46 0:02:29 0:07:02 4.54

2.63Byp 4 SR4 S.Junct. to Union Centre Bl. NB 1.43 0:01:51 0:05:37 3.75



2.48SR125 Eight Mile Rd. to Mt.Carmel-Tobasco Rd. EB 1.08 0:01:38 0:04:19 2.68

2.40SR125 Five Mile Rd. to Eight Mile Rd. EB 1.59 0:02:24 0:06:13 3.81

2.32KY842 KY1017 to KY18 SB 1.37 0:02:12 0:05:23 3.18


2.30SR747 Crescentville Road to Mulhauser Rd. NB 1.02 0:01:53 0:04:15 2.35

2.24SR747 Mulhauser Rd. to Crescentville Road SB 1.03 0:01:54 0:04:12 2.30

2.17SR747 Sharon Rd. to W.Kemper Road NB 1.03 0:01:58 0:04:13 2.25

1.98Kemper Rd. SR747 to Chester Rd. EB 1.30 0:02:18 0:04:52 2.57

1.93KY842 KY236 to KY1017 SB 1.25 0:02:01 0:04:26 2.42

1.90SR4 Byp 4 S.Junct. to Gilmore Rd. NB 1.12 0:01:52 0:03:59 2.12

1.77SR4 SR562 to Seymour Av. NB 1.28 0:02:30 0:04:46 2.26

1.73US127 I-275 to Kemper Rd. NB 1.03 0:01:56 0:03:43 1.79

1.71Byp 4 Union Centre Bl. to SR4 S.Junct. SB 1.43 0:01:51 0:04:17 2.43

1.68I-75 Mitchell Av to SR562 NB 1.45 0:01:17 0:03:43 2.43

1.67I-71 I-275 to Pfeiffer Rd SB 1.71 0:01:29 0:04:21 2.86

1.58KY16 KY177 to KY17 NB 1.01 0:01:48 0:03:24 1.59

1.55Tylersville Rd. Cin-Day Rd. to I-75 WB 1.17 0:02:02 0:03:51 1.81

1.51Byp 4 Tylersville Rd. to SR129 NB 1.61 0:02:18 0:04:44 2.43

1.50US25 US42/127 to KY1829 SB 1.36 0:02:10 0:04:12 2.03


1.44US22 Dana Av. to Sherman Av. NB 1.16 0:02:48 0:04:28 1.67

1.41Byp 4 Union Centre Bl. to Tylersville Rd. NB 1.32 0:01:53 0:03:46 1.87

1.37I-75 SR562 to Paddock Rd (SR4) NB 1.52 0:01:23 0:03:29 2.09

1.34I-75 I-74 to Mitchell Av NB 2.09 0:01:52 0:04:41 2.81

1.31KY536 KY2045 to KY17 EB 1.18 0:02:22 0:03:54 1.54

1.29SR125 Eight Mile Rd. to Five Mile Rd. WB 1.59 0:02:25 0:04:29 2.06

1.29US127 Springdale Rd. to Waycross Rd. NB 1.43 0:02:34 0:04:25 1.84

1.29US22 Mason-Montgomery Rd. to Fields-Ertel Rd. NB 1.08 0:01:48 0:03:11 1.38

1.26US42/127 I-71/75 to KY842 SB 1.01 0:01:37 0:02:53 1.27

1.23US42/127 KY236 (Commonwealth) to I-275 NB 1.50 0:02:33 0:04:24 1.84

1.22I-71 Smith Rd to SR562 NB 1.28 0:01:11 0:02:45 1.56

1.21SR264 South Rd. to Ebenezer Rd. EB 1.05 0:01:52 0:03:09 1.27

1.20US22 Fields-Ertel Rd. to Columbia Rd. NB 1.49 0:03:09 0:04:57 1.79

1.17US50 SR48 to SR148 WB 2.99 0:04:16 0:07:47 3.50

1.16SR264 Cleves Warsaw Pk. to Glenmore Av. WB 1.50 0:02:49 0:04:34 1.74

1.16SR4 Galbraith Rd. to Glendale Milford Rd. NB 3.14 0:05:33 0:09:12 3.64

*minimum 1 minute of vehicle delay and 1 mile section distan




PM Veh Delay (mins)



1.14SR73 I-75 to SR 741 EB 2.02 0:02:52 0:05:10 2.30

1.14KY842 KY18 to KY1017 NB 1.36 0:02:11 0:03:44 1.55

1.13SR4 Dixie Hwy. to Nilles Rd. SB 2.54 0:04:13 0:07:06 2.88

1.11SR264 Bridgetown Rd. to Ebenezer Rd. WB 1.12 0:02:19 0:03:33 1.24

1.06KY17 KY16 to Latonia Av. SB 1.11 0:01:58 0:03:09 1.18

1.06KY536 KY16 to KY17 WB 1.61 0:02:37 0:04:19 1.70

1.05Kemper Rd. Mosteller Rd. to Reading Rd. EB 1.03 0:01:49 0:02:54 1.08

1.05US42/127 KY1017 to KY236 (Commonwealth) NB 1.45 0:02:30 0:04:01 1.52


1.03Byp 4 SR129 to SR4 N.Junct. NB 1.60 0:02:17 0:03:56 1.65

1.03SR73 SR 741 to I-75 WB 2.01 0:02:52 0:04:56 2.06

1.02SR28 US50 to I-275 EB 1.42 0:02:33 0:04:01 1.46

1.01US50 Plainville Rd. to Newtown Rd. EB 1.56 0:02:24 0:03:58 1.57

1.01US127 Waycross Rd. to Springdale Rd. SB 1.43 0:02:35 0:04:02 1.45

1.01SR125 Mt.Carmel-Tobasco Rd. to Eight Mile Rd. WB 1.08 0:01:39 0:02:44 1.09


0.99SR264 Glenmore Av. to Cleves Warsaw Pk. EB 1.50 0:02:49 0:04:18 1.48

0.97US127 Compton Rd. to Mill Rd. NB 1.23 0:02:15 0:03:27 1.20


0.93Kemper Rd. SR4 to Winton Rd. WB 2.09 0:03:48 0:05:45 1.94

0.91US22 Ridge Av. to SR561/SR562 SB 2.03 0:03:56 0:05:47 1.85

0.89SR48 Mason-Morrow-Millgrove to US22/SR3 SB 2.46 0:03:32 0:05:44 2.20

0.89US42/127 KY536 to KY237 NB 2.31 0:03:01 0:05:04 2.06

0.89US50 Plainville Rd. to Red Bank Rd. WB 1.48 0:02:04 0:03:23 1.31

0.88Tylersville Rd. US42 to Butler-Warren Rd. EB 1.42 0:02:39 0:03:55 1.25

0.88SR73 Bunnell Hill Rd. to SR 741 WB 2.16 0:03:09 0:05:04 1.90

0.87SR4 SR747 N.Junct. to Liberty Fairfield Rd. SB 1.59 0:02:01 0:03:25 1.38

0.86SR32 SR222 to Bauer Rd. EB 1.54 0:01:37 0:02:57 1.33

0.85SR4 Seymour Av. to SR562 SB 1.28 0:02:31 0:03:36 1.09


0.84I-275 Cleves-Hamilton (SR128) to I-74 (US52 W. jct) WB 2.02 0:01:54 0:03:35 1.69

0.82SR4 Dixie Hwy. to SR129 (High St) NB 1.58 0:02:47 0:04:05 1.29

0.79SR131 US50 to Wolfpen-Pleasant Hill Rd. EB 2.10 0:03:03 0:04:42 1.66

0.79US22 Pfeiffer Rd. to Remington Rd.(SR126) SB 1.52 0:02:47 0:03:59 1.20

0.79KY18 KY338 to KY237 EB 1.36 0:02:00 0:03:04 1.07

0.78US22 Ridge Av. to Stewart Rd. NB 1.96 0:03:48 0:05:20 1.52

0.75KY18 KY237 to KY338 WB 1.36 0:02:00 0:03:01 1.02

0.73KY18 KY3168 to KY842 EB 2.05 0:03:11 0:04:41 1.50

0.72Byp 4 SR129 to Tylersville Rd. SB 1.61 0:02:19 0:03:29 1.16

0.71I-75 Lincoln Heights/Shepherd Ln to Reagan Hwy (SR12 SB 2.42 0:02:14 0:03:58 1.73

0.71Harrison Av. Race Rd. to I-74 WB 2.97 0:05:23 0:07:30 2.12






PM Veh Delay (mins)



0.70Byp 4 SR4 N.Junct. to SR129 SB 1.60 0:02:19 0:03:26 1.12

0.67Tylersville Rd. SR747 to Byp.4 EB 2.39 0:03:30 0:05:06 1.60

0.65SR73 SR123 to I-75 EB 1.74 0:03:00 0:04:08 1.14

0.63US127 Nilles Rd. to Dixie Hwy/MLK Bl. NB 3.26 0:05:40 0:07:43 2.05

0.62I-71 Reagan Hwy (SR126) to Pfeiffer Rd NB 1.69 0:01:28 0:02:31 1.04


0.59KY536 US42/127 to I-75 EB 2.43 0:05:00 0:06:26 1.43

0.58SR125 SR132 W. Junct. to Amelia-Olive Branch Rd. WB 1.90 0:03:10 0:04:16 1.09

0.55US50 SR32/SR125 to Delta Ave. WB 1.91 0:02:23 0:03:26 1.05

0.51SR4 Byp 4 N.Junct. to SR129 (High St) SB 2.76 0:04:29 0:05:54 1.42

0.51Tylersville Rd. SR747 to Lesourdsville W.Chester Rd. WB 2.13 0:03:18 0:04:24 1.10

0.50Tylersville Rd. Lesourdsville W.Chester Rd. to SR747 EB 2.13 0:03:18 0:04:23 1.07

0.49SR28 SR48 W.Junct. to Branch Hill Guinea Rd. WB 2.08 0:03:17 0:04:19 1.03

0.49Harrison Av. Werk Rd. to Queen City Av. EB 2.87 0:05:08 0:06:32 1.40

0.48SR131 SR132 to Wolfpen-Pleasant Hill Rd. WB 4.12 0:05:55 0:07:55 1.98

0.48Harrison Av. Queen City Av. to Werk Rd. WB 2.87 0:05:08 0:06:31 1.37

0.43SR48 US22/SR3 to Mason-Morrow-Millgrove NB 2.46 0:03:32 0:04:35 1.05

0.39SR4 Nilles Rd. to Dixie Hwy. NB 2.53 0:04:12 0:05:13 1.00

0.37SR4 Glendale Milford Rd. to Galbraith Rd. SB 3.17 0:05:57 0:07:07 1.17

0.34SR131 Wolfpen-Pleasant Hill Rd. to SR132 EB 4.12 0:05:55 0:07:19 1.39


Facility Section Name Direction DistanceTotal Vehicle Delay (hours)

Total Daily Vehicle Delay - InterstatesTable 6-4

State

Page 1 of 1

I-71/75 Buttermilk Pk (KY371) to Dixie Hwy (US42/127) NB 1.38 1391.20Kentucky

I-75 Lincoln Heights/Shepherd Ln to Reagan Hwy (SR SB 2.42 889.84Ohio

I-71 Western Row Rd to Fields Ertel Rd SB 3.61 850.37Ohio

I-71/75 Kyles Ln (KY1072) to 12th St (KY1120) NB 1.94 807.25Kentucky

I-71/75 I-275 to Buttermilk Pk (KY371) NB 1.57 765.20Kentucky

I-71/75 Dixie Hwy (US42/127) to Kyles Ln (KY1072) NB 0.89 418.13Kentucky

I-75 Mitchell Av to SR562 NB 1.45 414.26Ohio

I-75 Glendale-Milford Rd to Lincoln Heights/Shepherd SB 1.35 403.93Ohio

I-75 I-74 to Mitchell Av NB 2.09 382.14Ohio

I-75 SR562 to Paddock Rd (SR4) NB 1.52 376.76Ohio

I-71 I-275 to Pfeiffer Rd SB 1.71 364.85Ohio

I-71/75 12th St (KY1120) to 5th St (KY8 E.) NB 0.57 350.62Kentucky

I-275 US52 E. to Five Mile Rd NB 2.30 278.88Ohio

I-71 Smith Rd to SR562 NB 1.28 215.39Ohio

I-75 Tylersville Rd to Cincinnati-Dayton Rd SB 1.54 199.74Ohio

I-71 Reagan Hwy (SR126) to Pfeiffer Rd NB 1.69 187.13Ohio

I-71 Dana Av to W.H. Taft Rd SB 2.76 184.90Ohio

I-75 Paddock Rd (SR4) to SR562 SB 1.53 172.07Ohio

I-75 Harrison Av to River Rd SB 1.85 168.93Ohio

I-75 Reagan Hwy (SR126) to Paddock Rd (SR4) SB 0.85 168.14Ohio

I-75 Mitchell Av to I-74 SB 2.06 164.09Ohio

I-71 Pfeiffer Rd to Reagan Hwy (SR126) SB 1.69 154.72Ohio

I-71/75 12th St (KY1120) to Kyles Ln (KY1072) SB 1.92 153.16Kentucky

I-71 W.H. Taft Rd to Dana Av NB 2.73 124.91Ohio

I-75 Paddock Rd (SR4) to Reagan Hwy (SR126) NB 0.85 119.28Ohio

I-275 Mosteller Rd to Lebanon Rd (US42) EB 1.89 110.16Ohio

I-75 I-275 to Union Centre Blvd NB 2.45 109.90Ohio

I-71 Pfeiffer Rd to I-275 NB 1.69 109.62Ohio

I-71 SR562 to Smith Rd SB 1.30 108.56Ohio

I-275 Reed Hartman Hwy to I-71 EB 1.45 106.01Ohio

I-75 Harrison Av to Hopple St NB 0.99 102.73Ohio

I-275 US50 to SR32 SB 4.22 101.54Ohio

*interstate sections with minimum of 100 total vehicle delay hours

Facility Section Name Direction DistanceTotal Vehicle Delay (hours)

Total Daily Vehicle Delay - Non InterstatesTable 6-5

State

Page 1 of 1

SR32 GlenEste-Withamsville Rd. to Old SR74 E.Junct. EB 1.46 370.63Ohio

SR32 old SR74 E.Junct. to GlenEste-Withamsville Rd. WB 1.46 364.83Ohio

SR264 Bridgetown Rd. to Werk Rd. EB 1.36 329.63Ohio

SR32 Eastgate Blvd. to GlenEste-Withamsville Rd. EB 0.66 314.28Ohio

SR125 Five Mile Rd. to Eight Mile Rd. EB 1.59 296.52Ohio

KY842 KY1017 to KY18 SB 1.37 291.80Kentucky

US42/127 KY236 (Commonwealth) to I-275 NB 1.50 260.39Kentucky

Kemper Rd. Chester Rd. to SR747 WB 1.30 259.52Ohio

Kemper Rd. SR747 to Chester Rd. EB 1.30 258.58Ohio

SR264 Werk Rd. to Bridgetown Rd. WB 1.37 246.20Ohio

McMil Vine St. to I-71 onramp EB 0.80 240.10Ohio

SR122 University Blvd. to Breiel Blvd. EB 2.04 238.75Ohio

SR4 Mulhauser Rd. to Crescentville Rd. SB 0.92 232.10Ohio

US50 SR48 to SR148 WB 2.99 220.14Indiana

SR125 Eight Mile Rd. to Five Mile Rd. WB 1.59 216.75Ohio

SR747 I-275 to W.Kemper Road SB 0.48 209.65Ohio

US27 SR 126 to Compton Rd. NB 0.81 200.27Ohio

KY842 KY18 to KY1017 NB 1.36 195.83Kentucky

US50 SR148 to SR56/SR350 WB 0.50 195.70Indiana

US42/127 I-71/75 to KY842 SB 1.01 185.83Kentucky

US27 SR 126 to Galbraith Rd. SB 0.41 183.58Ohio

KY18 I-75 to KY842 WB 0.44 181.20Kentucky

Taft Jefferson/Vine to Clifton E.Junct. WB 0.43 179.57Ohio

MLK Clifton Av. to Jefferson/Vine EB 0.57 179.35Ohio

US27 Compton Rd. to SR 126 SB 0.81 179.14Ohio

*non-interstate sections with minimum of 175 total vehicle delay hours

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ST2978

ST3235

ST536

ST123

ST133

ST1829

ST350

ST48

ST16

ST126

ST222

ST48

ST177

ST126

ST73ST73

ST132

ST8

ST14

Figur

e 6-

1 Obs

erve

d Co

nges

tion

2004

-200

7

03

69

121.

5M

iles

¡

22

Observed travel times between major destinations within the OKI region are shown in Table 6-6. The major destinations selected include the Greater Cincinnati/Northern Kentucky International Airport (CVG), downtown Cincinnati, the University of Cincinnati, Northern Kentucky University and Sharonville. PM peak travel times are shown because PM is typically more congested. The observed travel times are the average of the multiple runs made on each section on the shortest path between destinations. The observed travel times only include travel on the CMN to the section ending nearest the destination, therefore a small amount of additional travel time, not reflected here, may be necessary to reach the destination.

Table 6-6 PM Peak Period Observed Travel Times between Major Destinations: 2004-2007

(minutes) From To

CVG Airport

Downtown Cincinnati

Eastgate Northern KY Univ.

Kings Island

Sharonville

CVG Airport X 14 23 13 39 29

Downtown Cincinnati

13 X 16 7 26 18

Eastgate 22

15 X 12 18 22

Northern KY Univ.

15 9 16 X 35 29

Kings Island 40 27 18 33 X 14

Sharonville 35 24 19 33 12 X

23

7. Changes in Travel Times; Cycle 1 vs. Cycle 2 Data The first completed cycle of observed travel time data collection occurred from 2001-2004. The second collection cycle began in 2004 and ended Spring of 2007. Table 7-1 and Table 7-2 show roadway sections with 5 miles per hour faster and slower peak period speeds in Cycle 2 as compared to Cycle 1. Total person delay increased from 48,879 hours per weekday in Cycle 1, to 51,401 hours per weekday in Cycle 2 due to a combination of slightly slower average speeds and increased traffic volume. This equates to $784,372 in delay costs based on the value of time in 2005.

Facility Section Name Direction Dist Cycle 2 AM Speed (MPH)

Sections with Faster Speeds*

Table 7-1

Cycle 2 PM Speed (MPH)

Cycle 1 AM Speed (MPH)


State

39Ohio US50 to Wooster EB 0.27 6429 27SR125

32Ohio SR32 to Sutton Rd./Corbly EB 1.37 3024 18SR125

40Ohio Birney Ln. to Salem Rd. EB 1.02 4228 35SR125

32Ohio Mt.Carmel-Tobasco Rd. to I-275 EB 0.22 3223 15SR125

31Ohio Nine Mile-Tobasco Rd. to Shayler Rd. EB 0.92 2026 10SR125

54Ohio Old SR74 W.Junct. to I-275 EB 0.47 4625 30SR32

59Ohio Eastgate Blvd. to I-275 WB 0.56 5036 33SR32

47Kentucky KY3060 to KY536 NB 0.79 4431 18US42/127

34Kentucky KY8 EB to Main/Pike St. SB 0.59 2417 12US42/127

31Kentucky Main/Pike St. to west ramps to I-71/75 SB 0.23 2422 19US42/127

27Ohio Glendale Milford Rd. to SR747 S.Junct. NB 0.47 1417 8SR4

40Ohio Mulhauser Rd. to Byp 4 S.Junct. NB 1.09 2929 24SR4

27Ohio SR129 to Princeton Rd. NB 0.47 1418 9SR747

31Ohio Reading Rd. to Mosteller Rd. WB 1.03 2613 10Kemper Rd.

49Ohio W.Kemper Rd. to Struble Rd. SB 2.17 4927 28US27

44Kentucky Dudley Rd. to I-275 NB 0.18 4223 24KY17

47Kentucky KY1072 to KY3187 NB 0.54 3236 25KY17

43Kentucky Latonia Av. to KY3187 SB 0.87 3630 30KY17


38Kentucky KY1998 to KY2345 NB 0.38 3431 25US27

77Ohio Blue Ash/Kenwood Rd. to Plainfield Rd. WB 0.91 7460 62SR126

32Kentucky KY237 to KY338 WB 1.36 2726 22KY18

29Ohio Clifton E.Junct. to Vine St. EB 0.42 1916 8McMil

*not-interstate sections with more than 5 mph difference in AM and PM Peak Peri Page 1 of 1

Facility Section Name Direction Dist Cycle 2 AM Speed (MPH)

Sections with Slower Speeds*

Table 7-2


Cycle 1 AM Speed (MPH)


State

42Ohio Torrence Pkwy (Taft) to Kemper Lane WB 1.30 3647 43US50

33Ohio Bach-Buxton Rd. to White Oak Rd. EB 0.71 3544 43SR125

11Ohio I-275 to Mt.Carmel-Tobasco Rd. WB 0.22 624 11SR125

28Ohio I-275 to El Dorado WB 0.41 3140 45US52

16Ohio Newtown Rd. to Round Bottom Rd. EB 0.30 1025 21SR32

26Ohio Eastgate Blvd. to GlenEste-Withamsville R EB 0.66 748 22SR32

22Ohio old SR74 E.Junct. to GlenEste-Withamsville WB 1.46 2227 30SR32

25Kentucky Ohio State line to KY8 EB SB 0.53 2251 46US42/127

21Ohio Tylersville Rd. to Mason-Montgomery Rd. NB 0.94 1427 23US42

33Ohio Byp 4 S.Junct. to Gilmore Rd. NB 1.12 1744 34SR4

29Ohio Seymour Av. to SR562 SB 1.28 2134 28SR4

32Ohio Tylersville Rd. to SR129 NB 1.61 2039 34Byp 4

30Ohio SR4 N.Junct. to SR129 SB 1.60 2835 35Byp 4

21Ohio Bridgetown Rd. to Werk Rd. EB 1.36 1431 22SR264

18Ohio Northland Bl. to SR4 WB 0.64 927 16Kemper Rd.

16Ohio Duck Creek Rd. to Dana Av. NB 0.38 1828 24US22

20Ohio Pfeiffer Rd. to I-275 NB 0.95 1230 27US22

17Ohio Kemper Rd. to I-275 SB 1.03 2228 28US127

26Ohio Banning Rd. to Galbraith Rd. NB 0.61 1534 21US27

16Ohio I-275 to Struble Rd. NB 0.55 1623 25US27

38Kentucky KY9 to East Alexandria Pk. NB 1.36 3443 40US27

34Kentucky East Alexandria Pk. to KY9 SB 1.36 3748 43US27

40Kentucky KY10 to KY536 SB 1.20 4147 52US27

36Ohio SR132 N.Junct. to SR132 S.Junct. WB 1.40 3742 51SR28

39Ohio I-71 to Blue Ash/Kenwood Rd. WB 0.58 3854 57SR126

34Ohio US42 to I-75 WB 0.78 4260 58SR126

24Ohio I-75 to Cin-Day Rd. (Main St) WB 1.39 2941 34SR63

26Ohio Butler-Warren Rd. to Cox Rd. EB 0.91 2138 27Tylersville Rd.

10Ohio Loveland-Miamiville Rd. to Loveland Av. NB 0.83 2021 25SR48

37Ohio US22/SR3 to Mason-Morrow-Millgrove NB 2.46 3246 38SR48

23Kentucky US25 to KY3503 NB 0.80 3434 41KY842


27Kentucky KY3503 to US25 SB 0.80 2633 39KY842

14Ohio Clifton Av. to Jefferson/Vine EB 0.57 1019 18MLK

13Ohio US22/SR3 to US42/Reading WB 0.51 2525 31MLK

17Kentucky KY16 to KY17 WB 1.61 2233 33KY536

*non-interstate sections with more than 5 mph difference in AM and PM Peak Peri Page 1 of 1

26

Table 7-3 Evaluation of Recently Completed Projects

County Route Project Location

Project Description

Year Complete

Before PM Peak Travel Time for section(s) (min:sec)

After PM Peak Travel Time for section(s) (min:sec)

Before PM Peak Speed for section(s) (MPH)

After PM Peak Speed for section(s) (MPH)

Boone US42 KY3060 to Florence west corporate line

Relocation and widen to 4 lanes

2004 NB-2:38 SB-1:24

NB-1:04 SB-1:14

NB-18 SB-34

NB-44 SB-39

Butler US42 Intersection at Butler/Warren Road

Install left turn lanes and realign intersection

2005 NB-3:18 SB-4:02

NB-3:33 SB-3:41

NB-34 SB-28

NB-32 SB-31

Butler SR747 S of Smith Road to Tylersville Road

Reconstruct & widen to 5 lanes; bridge replacement

2005 NB-3:49 SB-2:20

NB-4:12 SB-2:06

NB-22 SB-35

NB-20 SB-40

Clermont SR125 Salem Road to Clermont County line

Closed loop signal system

2004 EB-15:48 WB-14:51

EB-11:55 WB-7:48

EB-12 WB-13

EB-32 WB-24

Hamilton US22 Kenwood Road to Hosbrook Road

Widen to 7 lanes

2004 NB-1:17 SB-3:40

NB-1:17 SB-1:16

NB-21 SB-7

NB-21 SB-21

Kenton KY17 From Dudley Pike to 725' north of Highland Avenue (KY 1072)

Improvments to roadway and intersection with I-275

2004 NB-1:54 SB-3:11

NB-1:40 SB-1:09

NB-22 SB-13

NB-25 SB-37

8. Impact of Congestion on Travel by Transit In the OKI region, nearly 70,000 person trips per day are accommodated by public transit vehicles. About 45,000 transit person trips occur during the AM and PM peak periods. The Southwest Ohio Regional Transit Authority (SORTA), Transit Authority of Northern Kentucky (TANK), Clermont Transportation Connection (CTC), Middletown Transit, Butler County Regional Transit Authority (BCRTA), and Southeast Indiana Transit (SEIT) operate fixed route and demand response transit service. Nearly all of the transit trips occur on the Congestion Management Network, therefore highway congestion directly impacts transit travel. In the OKI region, there are no travel facilities exclusively for transit vehicles, with one exception; on an experimental basis, SORTA buses are allowed to use the Interstate 71 shoulder when encountering congested speeds below 30 mph. The CMP considers public transportation improvements as mitigation strategies to address roadway congestion. The expansion of bus transit service, the introduction of rail transit service, new or expanded park-and-ride facilities, and new or expanded transit centers are all possible strategies. Their potential impact on specific travel corridors are addressed in Section 10.

27

9. Forecasted Traffic Congestion for 2030

The evaluation of future traffic congestion is based on the level-of-service performance measure derived from the application of OKI’s Travel Demand Model Version 7.5. The OKI Travel Demand Model is composed of TRANPLAN and CUBE Voyager programs. It is a state of the practice model that uses the standard 4 phase sequential modeling approach of trip generation, distribution, modal choice and assignment. The model uses demographic and land use data and capacity and free-flow speed characteristics for each roadway segment in the network to produce a “loaded” highway network with forecasted traffic volumes with revised speeds based on specified speed/capacity relationships. The volume-to-capacity (V/C) ratio is divided into six ranges and assigned a level-of-service category A through F with level-of-service F being indicative of the most congestion. The OKI travel demand model provides an output report of daily highway congestion for an average day. The 2030 highway network, as used for this analysis, contains only those transportation improvements that have received a funding commitment and are part of OKI’s 2008-2011 Transportation Improvement Program. Table 9-1 shows, for 2030, 10% of the region’s vehicle miles traveled (VMT) is operating under congested conditions and total recurring delay is over 75,966 hours per day. Congested conditions are defined as level-of-service D or worse. Freeway and freeway ramps show the highest percentage of congestion among the roadway functional classes. The freeway functional class consists primarily of interstates.

Table 9-1 OKI Travel Demand Model – 2030 Daily Highway Congestion Report

Functional Class Congested VMT Delay (veh.hrs.) Freeway 22% 7,443 Expressway 3% 195 Major Arterial 2% 4,227 Minor Arterial 4% 42,404 Major Collector 2% 9,180 Minor Collector 5% 5,110 Local 3% 1,078 Centroid Connector 0% 0 Ramp 7% 6,329 Total 10% 75,966

Level-of-service for 2030 is shown in Figure 9-1. Congestion is prevalent throughout much of the region, but especially the high growth suburban areas of southeastern Butler County, southwest Warren County and eastern Boone County.

Lege

nd

2030

Level-of-Service

A/B

C D E F Counties

§̈ ¦275

§̈ ¦71

§̈ ¦74

§̈ ¦75

§̈ ¦471

§̈ ¦275

§̈ ¦71

§̈ ¦71

§̈ ¦275

§̈ ¦275

§̈ ¦71

§̈ ¦74

¾¡52

¾¡27

¾¡22

¾¡50

¾¡127

¾¡42¾¡25

¾¡42

¾¡42

¾¡52

¾¡52

¾¡27

¾¡27

¾¡50

¾¡50

¾¡127

¾¡52

¾¡52¾¡27

S T338

S T8

S T20

S T177

S T3

S T125

S T9

S T741

S T1

S T48

S T126

S T32

S T133

S T131

S T264

S T732

S T73

S T128

S T222

S T28

S T536

S T350

S T10

S T4

S T132

S T46

S T915S T12

2

S T18

S T744

S T237

S T17

S T14

S T129

S T123

S T1936

S T842

S T756

S T1121

S T63

S T547

S T62

S T16

S T232

S T1303

S T743

S T735

S T503

S T1930

S T2043

S T748

S T2046

S T747

S T276

S T2042

S T749

S T727

S T3072

S T1120

S T371

S T148

S T1925

S T1292

S T130

S T1486

S T774

S T561

S T262

S T1017

S T2925

S T3168

S T236

S T154

S T1829

S T824

S T1280

S T2951

S T2045

S T3060

S T491

S T56S T189

2

S T2047

S T2044

S T1501

S T2238

S T3035

S T1996S T292

1

S T1998

S T1072

S T1566

S T3503

S T3151

S T2373

S T3076

S T3083

S T3187

S T212

S T2374

S T2372

S T6168

S T2363

S T709

S T2828

S T3148

S T286

S T2978

S T3235

S T177

S T123

S T14

S T133

S T536

S T48

S T16

S T73

S T132

S T8

S T126

S T48

S T73

S T350

S T126

Figur

e 9-

1 203

0 Le

vel-o

f-Ser

vice

(Exis

ting

plus

Com

mitt

ed N

etwo

rk)

04

812

162

Miles

¡

29

2005 and 2030 travel times from the regional travel demand model are shown in Tables 9-2 and 9-3. The travel time between major destinations is based on the calculated congested time during the PM peak hour. For a trip from downtown Cincinnati to Kings Island, travel time is predicted to increase from 28 minutes to 37 minutes.

Table 9-2 2005 Travel Demand Model Travel Times – PM Peak Hour

(minutes) From To

CVG Airport

DowntownCincinnati

Kenwood Northern KY Univ.

Kings Island

Sharonville Anderson Twp.

CVG Airport X 17 29 17 43 35 23

Downtown Cincinnati

18 X 14 11 28 21 16

Kenwood 23 6 X 14 27 19 21

Northern KY Univ.

16 10 20 X 34 29 12

Kings Island 43 28 17 34 X 18 31

Sharonville 36 21 16 30 18 X 29

Anderson Twp.

23 16 23 12 31 28 X

Table 9-3 2030 Travel Demand Model Forecasted Travel Times – PM Peak Hour

(minutes) From To

CVG Airport

DowntownCincinnati

Kenwood Northern KY Univ.

Kings Island

Sharonville Anderson Twp.

CVG Airport X 20 32 19 47 39 25

Downtown Cincinnati

18 X 15 11 30 22 16

Univ. of Cincinnati

23 6 X 14 29 19 22

Northern KY Univ.

18 12 23 X 38 32 12

Kings Island 53 37 26 44 X 25 37

Sharonville 37 22 19 31 20 X 30

Anderson Twp.

27 20 23 14 35 32 X

30

10. Evaluation of Potential CMP Strategies OKI’s 2030 Regional Transportation Plan identifies 5 categories of congestion management strategies. A brief description of each strategy is provided below.

• Transportation demand management (TDM) strategies o Congestion pricing - Under congestion pricing, motorists pay for the use of

certain roads and bridges. Motorists may face usage fee schedules ranging from peak-only fees to fees that vary by time of day, facility or level of use. Congestion pricing includes the use of high-occupancy toll (HOT) lanes where SOV motorists may pay a variable fee to use a high occupancy vehicle (HOV) lane.

o Teleworking – Teleworking eases congestion by reducing commuter travel. Under a telework agreement, employees perform their work at home, typically one to three days a week, thereby eliminating work trips on those days.

o Car/Vanpools and Ridesharing – carpools/vanpools and ridesharing reduce single-occupant vehicle (SOV) travel. A carpool generally involves from two to five people sharing a ride in their personal cars or one leased through a van pool provider. Public and private parking operators can provide preferred or discounted parking for SOV alternatives.

o Smart Growth – As a strategy for managing travel demand, smart growth involves the public and private sectors in shaping new development patterns to help reduce SOV travel.

o High Occupancy Vehicle (HOV) lanes – HOV lanes are intended to encourage the use of buses, carpools and vanpools. An HOV lane may be constructed as a separate roadway or it may be added to or “taken away from” an existing roadway.

o Alternative Work Schedules/Employer Programs – Work schedules influence commuter travel patterns. In designing work schedules, employers influence peak period travel volumes and employee inclination to use transit, carpools, and other SOV alternatives. Other employer strategies often include time or financial incentives to encourage their employees to reduce travel to and from the work site.

• Traffic operational improvements o Access management – Access management controls the design and

operation of driveway and street connections onto a highway. Control is achieved by public plans or policies aimed at preserving the functional integrity of the existing roadway system.

o Improved signalization – Since computerized traffic signal systems have become available, options have increased for reducing congestion by applying and coordinating progressive signal systems, as exemplified by closed loop systems. The benefits of improved signal systems are commonly measured by reductions in travel time, vehicle stops, delay, fuel consumption, and emissions, and increases in travel speed.

31

o Ramp metering - Metering is a low cost way to improve traffic flow on freeways. The meter allows traffic to enter the freeway at a rate dependent on the conditions of the freeway traffic. Motorists may be delayed at the meter, but freeway speeds and overall travel times are improved.

o Intersection geometric improvements – This category may involve increasing the radius of corners to facilitate the movement of trucks and buses through an intersection. High volume locations may require a complete rebuilding of the intersection or interchange with new geometric solutions such as a continuous flow intersection (CFI) or a single-point urban interchange (SPUI).

o Intersection turn lanes – The addition of new turn lanes can provide greater capacity for the intersection without modifying the basic geometry of the intersection.

o Center turn lanes – Center turn lanes provide an area where vehicles can move out of the thru lanes and pause while making a left-hand turn.

o Traffic channelization – Channelization is the separation or regulation of conflicting traffic movements into definite paths of travel by traffic islands or pavement marking to facilitate the safe and orderly movements of both vehicles and pedestrians.

o Incorporating bicycle facilities – Another means of optimizing existing streets is to incorporate bicycle facilities in the form of wide right travel lanes or striped bike lanes to facilitate road-sharing and encourage bicycle use.

o Eliminate at-grade rail crossings – In a few areas of the region, at-grade rail crossings reduce traffic flow on major arterials. The separation of rail and roadway travel improves congestion and safety.

• Intelligent Transportation System (ITS) technologies o Expansion of ARTIMIS – The most extensive system of advanced ITS

technologies in the OKI region is ARTIMIS, the Advanced Regional Traffic Interactive Management and Information System. ARTIMIS includes;

advanced traffic management system traveler information system (511 and variable message signs) incident management program advanced traffic monitoring system

o Advanced public transit management system – The system enables bus fleets to be operated so that travel time is reduced and customer service and security are enhanced.

o Electronic fare payment systems – These systems facilitate payment for parking, bus and train fares as well as tolls.

• Public transportation improvements o New bus transit service – Congestion on a particular facility or corridor

may be alleviated with the addition of new fixed-route bus service or expansion of existing service.

o New rail transit service – OKI’s 2030 Regional Transportation Plan identifies several corridors where the potential for passenger rail service

32

exists. New rail service would improve mobility options throughout the corridor and reduce automobile travel.

o New or expanded park-and-ride facilities – Park-and-ride facilities allow for transfers between SOV’s to carpools, vanpools or transit service.

o New or expanded transit center – Transit centers are facilities where transfers can be made between automobiles and buses, between bus routes, between bus routes and/or rail transit lines, or between different rail transit lines.

o Bus-on-Shoulder – public transit buses are permitted to use the shoulder of expressways when traffic slows.

• Highway capacity expansion o Additional lanes – Deficient roadway capacity is a major contributor to

congestion. Additional roadway capacity is needed in many areas to keep-up with increased travel demand.

o Elimination of bottle necks – Bottle necks occur where short sections of the roadway are of an insufficient width or number of lanes to accommodate the travel demand. Freeway interchange design deficiencies can also be considered a bottleneck.

Each facility on the CMP network with delay was evaluated to determine which of these strategies may be appropriate (Table 10-1). This evaluation identifies the particular strategies that have the potential for mitigating congestion and should be considered for further study. The strategies are graded based on potential impact on congestion and cost. Table 10-2 lists transportation projects and studies planned or underway along the most congested highway sections. The projects listed in Table 10-2 are either committed projects and studies in OKI’s Transportation Improvement Program or recommended as part of OKI’s 2030 Regional Transportation Plan.

New Road Capacity

Corridor Name/Number X = strategy not appropriate

congestion pricing

telecomm

uting

car/vanpool and rideshare

smart grow

th

HO

V lanes

employer program

s/alt. sch e

access managem

ent

improved signalization

ramp m

etering

improve intersection geom

etry

intersection turn lanes

center turn lane

traffic channelization

incorporate bicycle facilities

eliminate at-grade rail cros s

expansion of ARTIM

IS

advanced public transit mn g

electronic payment system

s

expansion of bus transit ser

new rail transit

new or expanded park-n-ri d

new or expanded transit cen

bus-on-shoulder

additional lanes

elimination of bottle necks

1 Eastern Primary Facilities from to1.1 SR50 Cinti CBD Round Bottom ╳ △ △ ╳ ╳ △ ◧ □ ╳ ◭ ◐ ◐ △ △ ╳ ╳ ◭ ◐ ╳ ■ △ ◭ ╳ ╳ ■1.2 SR125 US 50 (east) ╳ △ △ ◭ ╳ △ ◧ ◧ ╳ ◭ ◐ ◐ ◭ ◭ ╳ ╳ ◭ ◐ ◐ ╳ △ ╳ ╳ ■ ■1.3 SR52 Cinti CBD (east) ╳ △ △ ╳ ╳ △ ◧ □ ╳ ╳ ◐ ◐ ◭ △ ╳ ╳ ◭ ◐ ◐ ■ ╳ ╳ ╳ ╳ ╳1.4 SR32 SR125 (east) ╳ △ △ ◭ ╳ △ ◧ □ ╳ ◭ ◐ ◐ ◭ △ ╳ ╳ ◭ ◐ ◐ ■ △ ╳ ╳ ╳ ╳

2 Southwest Primary Facilities from to2.1 I-71/75 (south) Ohio River ■ △ △ ◐ ● △ ╳ ╳ ◧ ╳ ╳ ╳ ╳ ╳ ╳ ■ ╳ ╳ ■ ■ ╳ ╳ ○ ■ ■2.2 US42/127 (south) Ohio River ╳ △ △ ◐ ╳ △ ◧ □ ╳ ◐ ◐ ◐ △ △ ╳ ╳ ◭ ◐ ■ ■ ╳ ╳ ╳ ■ ◧2.3 US25 US42/127 KY16 ╳ △ △ ◐ ╳ △ ╳ □ ╳ ○ ◐ ◐ △ △ ◧ ╳ ◭ ◐ ╳ ╳ ╳ ╳ ╳ ■ ■

3 Northern Primary Facilities from to3.1 I-75 Ohio River (north) □ △ △ ◭ ● △ ╳ ╳ ◧ ╳ ╳ ╳ ╳ ╳ ╳ ◧ ╳ ╳ ◐ ■ △ ▲ ○ ■ ■3.2 US42 (Reading Rd) SR562 SR741 ╳ △ △ ◭ ╳ △ ◧ □ ╳ ◭ ◐ ◐ ◭ △ ◧ ╳ ◭ ◐ ◐ ■ △ ▲ ╳ ◧ ◧3.3 SR4 US42 (north) ╳ △ △ ◭ ╳ △ ◧ □ ╳ ◭ ◐ ◐ ◭ △ ◧ ╳ ◭ ◐ ◐ ■ △ ▲ ╳ ╳ ╳3.4 Byp. 4 SR4 SR4 ╳ △ △ ◭ ╳ △ □ ╳ ╳ ◭ ◐ ◐ ◭ △ ╳ ╳ ╳ ╳ ◐ ╳ ╳ ╳ ╳ ■ ■3.5 SR747 SR4 SR4 ╳ △ △ ◭ ╳ △ ◧ □ ╳ ◭ ◐ ◐ ◭ △ ◧ ╳ ╳ ╳ ◐ ╳ ╳ ▲ ╳ ■ ■

4 Western Primary Facilities from to4.1 I-74 Indiana Line I-75 □ △ △ ◭ ● △ ╳ ╳ ◧ ╳ ╳ ╳ ╳ ╳ ╳ ◧ ◭ ◐ ◐ ╳ △ ▲ ○ ■ ■4.2 Harrison Av I-74 I-75 ╳ △ △ ◭ ╳ △ ◧ □ ╳ ◭ ◐ ◐ ◭ △ ╳ ╳ ◭ ◐ ◐ ╳ ╳ ╳ ╳ ╳ ╳4.3 SR264 US50 8th St. ╳ △ △ ◭ ╳ △ ◧ □ ╳ ◭ ◐ ◐ ◭ △ ╳ ╳ ◭ ◐ ◐ ╳ △ ╳ ╳ ╳ ╳4.4 US50 SR56/SR350 I-275 Connector ╳ △ △ ◭ ╳ △ ◧ □ ╳ ◭ ◐ ◐ ◭ △ ╳ ╳ ◭ ◐ ◐ ╳ △ ╳ ╳ ╳ ■

5 Hamilton North Primary Facilities from to5.1 I-275 I-74 I-71 □ △ △ ◭ ● △ ╳ ╳ ◧ ╳ ╳ ╳ ╳ ╳ ╳ ◧ ╳ ╳ ◐ ╳ △ ▲ ○ ■ ■5.2 Kemper Road US27 US42 ╳ △ △ ◭ ╳ △ ◧ □ ╳ ◭ ◐ ◐ ◭ △ ■ ╳ ◭ ◐ ◐ ╳ △ ╳ ╳ ╳ ╳

6 Northeast Primary Facilities from to6.1 I-71 Ohio River (north) □ △ △ ◭ ● △ ╳ ╳ ◧ ╳ ╳ ╳ ╳ ╳ ╳ ◧ ╳ ╳ ◐ ■ ╳ ▲ ○ ■ ■6.2 SR22/3 Cinti CBD (north) ╳ △ △ ◭ ╳ △ ◧ □ ╳ ╳ ◐ ◐ ◭ △ ╳ ╳ ◭ ◐ ◐ ■ ╳ ▲ ╳ ■ ■6.3 US42 SR741 (north) ╳ △ △ ◭ ╳ △ ◧ □ ╳ ╳ ◐ ◐ ◭ △ ◧ ╳ ╳ ╳ ◐ ■ ╳ ╳ ╳ ╳ ╳6.4 Reading Rd Norwood Lateral Cinti CBD ╳ △ △ ╳ ╳ △ ◧ □ ╳ ╳ ◐ ◐ ◭ △ ╳ ╳ ◭ ◐ ◐ ■ ╳ ▲ ╳ ■ ■

7 Northern KY North Primary Facilities from to7.1 I-275 KY237 I-471 ■ △ △ ◐ ● △ ╳ ╳ ◧ ╳ ╳ ╳ ╳ ╳ ╳ □ ╳ ╳ ╳ ╳ ◭ ◭ ○ ■ ■7.2 KY371 US25 Collins Road ╳ △ △ ╳ ╳ △ ◐ □ ╳ ◭ ◐ ◭ ◭ △ ╳ ╳ ◭ ◐ ◐ ■ △ ╳ ╳ ■ ■

8 I-275 East Primary Facilties from to8.1 I-275 I-71 I-471 □ △ △ ◭ ● △ ╳ ╳ ◧ ╳ ╳ ╳ ╳ ╳ ╳ ◧ ╳ ╳ ◐ ╳ △ ╳ ○ ■ ■

9 Northwest Primary Facilities from to9.1 US127 (Hamilton Ave) I-75 (north) ╳ △ △ ╳ ╳ △ ◧ □ ╳ ◭ ◐ ◐ ◭ △ ╳ ╳ ◭ ◐ ◐ ╳ △ ╳ ╳ ■ ■9.2 US27 (Colerain Ave) I-74 (north) ╳ △ △ ╳ ╳ △ ◧ □ ╳ ◭ ◐ ◐ ◭ △ ╳ ╳ ◭ ◐ ◐ ╳ ╳ ▲ ╳ ■ ■9.3 SR126 (west) US27 ╳ △ △ ╳ ╳ △ □ □ ╳ ◭ ◐ ◐ ◭ △ ╳ ╳ ╳ ╳ ◐ ╳ ╳ ╳ ╳ ╳ ╳

10 Southern Primary Facilities from to10.1 KY17 KY16 Covington CBD ╳ △ △ ╳ ╳ △ ◧ □ ╳ ╳ ◐ ◐ △ △ ╳ ╳ ◭ ◐ ◐ ■ ╳ ╳ ╳ ■ ■10.2 KY16 US25 Covington CBD ╳ △ △ ◐ ╳ △ ╳ □ ╳ ○ ◐ ╳ △ △ ╳ ╳ ◭ ◐ ◐ ╳ ◭ ◭ ╳ ■ ■

11 Southeast Primary Facilities from to11.1 I-471 US27 I-71 ■ △ △ ╳ ● △ ╳ ╳ ◧ ╳ ╳ ╳ ╳ ╳ ╳ ╳ ╳ ╳ ◐ ■ ╳ ╳ ○ ■ ■11.2 KY8 KY547 Newport CBD ╳ △ ╳ ╳ △ ╳ □ ╳ ○ ◐ ◐ △ ◭ ╳ ╳ ◭ ◐ ╳ ╳ ╳ ╳ ╳ ■ ■11.3 US27 (south) Ohio River ╳ △ △ ◐ ╳ △ ◧ □ ╳ ◐ ◐ ◐ △ △ ╳ ╳ ◭ ◐ ◐ ╳ ◭ ◭ ╳ ■ ■11.4 KY9 (south) Newport CBD ╳ △ △ ╳ ● △ ╳ □ ╳ ◐ ◐ ╳ △ ╳ ╳ ╳ ╳ ╳ ◐ ╳ ╳ ╳ ╳ ■ ■

Transportation Demand Management

Table 10-1Evaluation of Congestion Management Strategies

ITS Technologies Public TransportationTraffic Operational Improvements

Table 10-1, Page 1 of 2

New Road Capacity

Corridor Name/Number X = strategy not appropriate

congestion pricing

telecomm

uting

car/vanpool and rideshare

smart grow

th

HO

V lanes

employer program

s/alt. sch e

access managem

ent

improved signalization

ramp m

etering

improve intersection geom

etry

intersection turn lanes

center turn lane

traffic channelization

incorporate bicycle facilities

eliminate at-grade rail cros s

expansion of ARTIM

IS

advanced public transit mn g

electronic payment system

s

expansion of bus transit ser

new rail transit

new or expanded park-n-ri d

new or expanded transit cen

bus-on-shoulder

additional lanes

elimination of bottle necks

Transportation Demand Management

Table 10-1Evaluation of Congestion Management Strategies

ITS Technologies Public TransportationTraffic Operational Improvements

12 Clermont East/West Primary Facilities from to12.1 SR28 US50 (east) ╳ △ △ ◭ ╳ △ ◧ □ ╳ ◭ ◐ ◐ ◭ ╳ ╳ ╳ ╳ ╳ ◐ ╳ △ ╳ ╳ ■ ■12.2 SR131 US50 (east) ╳ △ △ ◭ ╳ △ □ ╳ ╳ ╳ ◐ ◐ ◭ ╳ ╳ ╳ ╳ ╳ ◐ ╳ ╳ ╳ ╳ ◧ ◧

13 Hamilton Central Primary Facilities from to13.1 SR126 (Cross County HwyI-275 US22/SR3 □ △ △ ╳ ● △ ╳ ╳ ◧ ╳ ╳ ╳ ╳ ╳ ╳ ◧ ╳ ╳ ╳ ╳ ╳ ▲ ○ ╳ ╳13.2 SR562 (Norwood Lateral) I-75 Ridge Av. □ △ △ ╳ ● △ ╳ ╳ ◧ ╳ ╳ ╳ ╳ ╳ ╳ ◧ ╳ ╳ ╳ ╳ ╳ ▲ ○ ╳ ╳

14 Butler-Warren North Primary Facilities from to14.1 SR744 US127 SR122 ╳ △ △ ◭ ╳ △ □ ╳ ╳ ╳ ○ ○ △ △ □ ╳ ╳ ╳ ◐ ╳ ╳ ╳ ╳ ╳ ╳14.2 SR122 SR744 SR48 ╳ △ △ ◭ ╳ △ ◧ □ ╳ ◭ ◐ ◐ ◭ △ ╳ ╳ ◭ ◐ ◐ ╳ ╳ ╳ ╳ ◧ ◧14.3 SR73 US127 (east) ╳ △ △ ◭ ╳ △ □ □ ╳ ◭ ○ ○ △ △ ◧ ╳ ◭ ◐ ◐ ╳ ╳ ╳ ╳ ◧ ◧

15 Butler-Warren Central Primary Facilities from to15.1 SR63 SR4 SR48 ╳ △ △ ◭ ╳ △ □ □ ╳ ◭ ○ ○ △ △ ◧ ╳ ╳ ╳ ◐ ╳ ╳ ╳ ╳ ╳ ◧15.2 SR129 (BRH) (west) I-75 □ △ △ ◭ ● △ ╳ ╳ ◧ ╳ ╳ ╳ ╳ ╳ ╳ ◧ ╳ ╳ ◐ ╳ ╳ ╳ ○ ╳ ╳15.3 Tylersville Rd SR747 US42 ╳ △ △ ◭ ╳ △ ◧ □ ╳ ◭ ◐ ◐ ◭ ◭ ◧ ╳ ╳ ╳ ◐ ╳ ╳ ╳ ╳ ■ ■15.4 SR128 US27 I-275 ╳ △ △ ◭ ╳ △ ◧ □ ╳ ╳ ◐ ◐ ◭ ◭ ◧ ╳ ╳ ╳ ◐ ╳ ╳ ╳ ╳ ╳ ╳

16 Clermont-Warren Central Primary Facilities from to16.1 SR48 SR28 (north) ╳ △ △ ◭ ╳ △ □ ╳ ╳ ◭ ◐ ◐ ◭ △ ◧ ╳ ╳ ╳ ◐ ╳ ╳ ╳ ╳ ╳ ╳16.2 SR132 Ohio River SR28 ╳ △ △ ◭ ╳ △ □ ╳ ╳ ◭ ◐ ◐ ◭ △ ◧ ╳ ╳ ╳ ◐ ╳ ╳ ╳ ╳ ╳ ╳16.3 SR276 SR133 SR132 ╳ △ △ ◭ ╳ △ □ ╳ ╳ ◭ ◐ ◐ ◭ △ ◧ ╳ ╳ ╳ ◐ ╳ ╳ ╳ ╳ ╳ ╳16.4 SR133 Ohio River SR276 ╳ △ △ ◭ ╳ △ □ ╳ ╳ ◭ ◐ ◐ ◭ △ ◧ ╳ ╳ ╳ ◐ ╳ ╳ ╳ ╳ ╳ ╳

17 US 50 Primary Facilities from to17.1 US50 Lawrenceburg Cincinnati CBD ╳ △ △ ╳ ╳ △ ╳ □ ╳ ◭ ◐ ◐ ◭ ◭ ╳ ◧ ◭ ◐ ◐ ╳ △ ╳ ╳ ╳ ╳

18 Boone County Primary Facilities from to18.1 KY18 KY338 KY1017 ╳ △ △ ◭ ╳ △ ◧ ◧ ╳ ◭ ◐ ◐ ◭ △ ╳ ╳ ◭ ◐ ◐ ╳ △ ◭ ╳ ■ ╳18.2 KY20 KY237 KY212 ╳ △ ╳ ╳ ╳ △ ╳ ◧ ╳ ◭ ◐ ◐ ◭ △ ╳ ╳ ◭ ◐ ◐ ╳ ╳ ╳ ╳ ╳ ╳18.3 KY842 KY236 US25 ╳ △ △ ◭ ╳ △ ◧ ◧ ╳ ◭ ◐ ╳ ◭ △ ╳ ╳ ◭ ◐ ╳ ╳ ╳ ╳ ╳ ■ ■18.4 KY338 US42 US25 ╳ △ △ ◭ ╳ ╳ □ ◧ ╳ ◭ ◐ ◐ ◭ △ ╳ ╳ ╳ ╳ ╳ ╳ △ ╳ ╳ ■ ■

19 Hamilton South Primary Facilities from to19.1 MLK Clifton Av. US22/SR3 ╳ △ △ ╳ ╳ △ ◧ □ ╳ ◭ ◐ ◐ ◭ △ ╳ ╳ ◭ ◐ ◐ ■ ╳ ▲ ╳ ╳ ╳19.2 Taft Rd Clifton Av. US22/SR3 ╳ △ △ ╳ ╳ △ ◧ □ ╳ ╳ ◐ ◐ ◭ △ ╳ ╳ ◭ ◐ ◐ ■ ╳ ▲ ╳ ╳ ╳19.3 McMillan Ave Clifton Av. US22/SR3 ╳ △ △ ╳ ╳ △ ◧ □ ╳ ╳ ◐ ◐ ◭ △ ╳ ╳ ◭ ◐ ◐ ■ ╳ ▲ ╳ ╳ ╳

20 Northern Kentucky CentraPrimary Facilities from to20.1 KY547 KY10 KY8 ╳ △ △ ◭ ╳ △ ╳ ╳ ╳ ╳ ◐ ╳ ╳ △ ╳ ╳ ╳ ╳ ╳ ╳ ╳ ╳ ╳ ╳ ╳20.2 KY536 US42 US27 ╳ △ △ ◭ ╳ △ ╳ ╳ ╳ ╳ ◐ ╳ ╳ △ ╳ ╳ ╳ ╳ ◐ ◧ ╳ ╳ ╳ ■ ■

21 Cincinnati CBD Primary Facilities from to21.1 Central Parkway McMillan Eggleston ╳ △ △ ╳ ╳ △ ╳ □ ╳ ╳ ◐ ◐ ◭ ╳ ╳ ╳ ◭ ◐ ◐ ■ ╳ ╳ ╳ ╳ ╳21.2 Third St Central Av. Broadway ╳ △ △ ╳ ╳ △ ╳ □ ╳ ╳ ◐ ◐ ◭ ╳ ╳ ╳ ◭ ◐ ◐ ■ ╳ ╳ ╳ ╳ ╳21.3 Fifth St Central Av. Broadway ╳ △ △ ╳ ╳ △ ╳ □ ╳ ╳ ◐ ◐ ◭ ◭ ╳ ╳ ◭ ◐ ◐ ■ ╳ ╳ ╳ ╳ ╳21.4 Vine St Central Parkway Second St ╳ △ △ ╳ ╳ △ ╳ □ ╳ ╳ ◐ ◐ ◭ ◭ ╳ ╳ ◭ ◐ ◐ ■ ╳ ╳ ╳ ╳ ╳

Table 10-1, Page 2 of 2

35

Table 10-2 Transportation Projects Planned for Most Congested Locations

County Facility Section Name Dir TIP ID/ Long Range Plan #

Location of Improvement

Description

Butler SR4 Mulhauser Rd. to Crescentville Rd.

SB TIP 76380

From Crescentville Road to Commercial Drive

Add NB and SB lane and improve signals.

Clermont SR32 Eastgate Bl. to GlenEste-Withamsville Rd.

EB TIP 22970-1 LRP 406

Hamilton Co. line to Old SR74 E.Junct.

Add lanes, replace I-275 interchange, grade separated interchange at GlenEste Withamsville Rd.

Clermont SR32 GlenEste-Withamsville Rd. to Old SR74 E.Junct.

EB WB

TIP 82370 LRP 406

Eastgate Bl. To Olive Branch Stonelick

Add lanes and grade separated interchange at GlenEste-Withamsville Rd.

Hamilton I-75 Lincoln Heights/Shepherd Ln. to Reagan Hwy

SB TIP 76256 LRP 645

Paddock to Kemper Widen to 4 continuous lanes each direction and ramp improvements

Hamilton I-75 Mitchell to SR562 NB TIP 73257 LRP 645

Harrison to Paddock Widening to 4 or 5 lanes each direction and ramp improvements

Hamilton I-75 Glendale-Milford to Lincoln Heights/Shepherd

SB TIP 76256 LRP 645

Paddock to Kemper Widen to 4 continuous lanes each direction and ramp improvements

Hamilton I-75 I-74 to Mitchell NB TIP 76257 LRP 645

Harrison to Paddock Widen to 4 continuous lanes each direction and ramp improvements

Hamilton I-75 SR562 to Paddock Rd. (SR4)

NB TIP 76257 LRP 645

Harrison to Paddock Widen to 4 continuous lanes each direction and ramp improvements

Hamilton McMil Vine St to I-71 onramp

EB LRP 692 I-71-MLK Bl. From Taft/McMillan to Dana/Duckcreek

New interchange at MLK and improved access between MLK, Taft, McMillan

Hamilton SR125 Five Mile Rd. to Eight Mile Rd.

EB WB

TIP 79016 TIP 81899

Intersections at Five Mile and Forest

Partial continuous flow intersection at Five Mile and additional turn lanes at Forest

Hamilton SR264 Bridgetown Rd. to Werk Rd.

EB WB

TIP 81853

Queen City Av to Cincinnati North Corp line

Upgrade traffic control signs and improve S-curve

Kenton I-71/75 Buttermilk Pk. to Dixie Hwy

NB LRP 721 Buttermilk Pike interchange

Auxiliary lane extension and interchange improvements

Kenton I-71/75 Kyles Ln. to 12th St. NB TIP 6-17.0

Kyles to Hopple Brent Spence Bridge replacement and approaches

Kenton I-71/75 12th St to 5th St NB TIP 6-17.0

Kyles to Hopple Brent Spence Bridge replacement and approaches

36

11. Integration of CMP into Transportation Planning Process

The CMP has been integrated into OKI’s transportation planning process. OKI has developed a scoring system intended to assist selection of worthy capacity related highway and transit projects for the 2030 Regional Transportation Plan. The level of congestion is an important criterion in the roadway project scoring. The basis of the scoring system was originally adopted by the OKI Intermodal Coordinating Committee and Board of Trustees in June 2000 to evaluate Transportation Improvement Program (TIP) and ODOT Transportation Review Advisory Committee (TRAC) projects. It has been adapted to fit the nature of the Regional Transportation Plan development. This scoring process also considers changes in the TIP prioritization process incorporated by the Intermodal Coordinating Committee (ICC) in 2004. The process makes best use of available data, incorporates the intent of the eight planning factors in the SAFETEA-LU federal transportation bill and provides a systematic approach to ranking the numerous projects that need to be evaluated in the development of a financially constrained regional transportation plan. Regular maintenance projects are not included since they are of high importance and are assumed to be part of the plan. A numeric ranking for each project is determined for a relative comparison with other projects. Three sets of criteria; 1) overall, 2) roadway or transit, and 3) benefit cost, were added together for a maximum of 100 points. The scoring process is meant to provide information for decision-making and development of a recommended list of projects in the plan. Public input and the OKI Board of Directors determine the final recommended list of projects. Two maps are produced to assist in scoring congestion. The first map was a V/C ratio plot of 2030 highway conditions for all links in the OKI travel demand model (see Figure 9-1). The total delay results from the travel time study were also mapped (see Figure 6-5). Both the model V/C data and delay data from the CMP study were categorized into 3 congestion categories; none or low, medium, and high. All projects under consideration for the Regional Transportation Plan were located on this map and given points corresponding to the congestion category. Projects in the little or none category were given 0 points, medium projects scored 3 points and projects in high congestion locations scored 5 points. During the development of the 2030 Regional Transportation Plan, it is recognized that an increase in highway or transit capacity is not always the most appropriate or preferred solution for a congestion problem. Transportation demand management strategies, operation improvements, and ITS technologies are also considered. The evaluation matrix of congestion management strategies found in 10-1 is an important resource in screening all possible solutions. Maintenance and Update Cycle The collection of observed travel times and this documentation of CMP findings and analysis is scheduled so as to provide timely information for the OKI Regional Transportation Plan. Development of OKI’s Regional Transportation Plan was begun in

37

August 2007 and is scheduled for adoption by OKI’s Board of Trustees in June 2008. Plan adoption, under TEA-21 was required every three years. With the 2006 SAFETEA-LU Federal Transportation Act, Plan updates are now required every 4 years. The next CMP update cycle (cycle 3) will be modified to reflect this additional year, with observed travel time data collection spread throughout the 4-year period. The next major update to the OKI Regional Transportation Plan is scheduled for completion in June 2012.

APPENDIX

OBSERVED TRAVEL TIME DATA by SECTION

Facility Section Name Dist Total Vehicle Delay (hours)

Travel Time Data by Section - Cycle 2Appendix

FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

US50 EBOhio1.1Corridor.Facility #

US50 I-71 (FWW) to I-471 0.57 27.3353 0:00:39 0.000:00:39 0:00:47 0:00:460.13 0.1052 44 45

US50 I-471 to Kemper Lane 1.28 50.3152 0:01:28 0.370:01:50 0:01:47 0:01:340.32 0.0942 43 49

US50 Kemper Lane to Torrence Pkwy (Taft) 1.29 7.1247 0:01:39 0.000:01:37 0:01:41 0:01:490.04 0.1748 46 43

US50 Torrence Pkwy (Taft) to Delta Ave. 1.45 8.5947 0:01:51 0.000:01:49 0:01:58 0:01:520.11 0.0048 44 47

US50 Delta Ave. to SR32/SR125 1.93 25.1348 0:02:24 0.080:02:29 0:02:50 0:02:370.43 0.2147 41 44

US50 SR32/SR125 to Red Bank Rd. 1.39 0.4554 0:01:33 0.000:01:32 0:01:31 0:01:350.00 0.0355 55 53

US50 Red Bank Rd. to Plainville Rd. 1.47 70.4243 0:02:04 1.140:03:12 0:02:45 0:02:460.69 0.7028 32 32

US50 Plainville Rd. to Newtown Rd. 1.56 152.1439 0:02:24 2.140:04:32 0:03:20 0:03:580.94 1.5721 28 24

US50 Newtown Rd. to Elm/Given 3.20 0.8441 0:04:41 0.000:04:19 0:04:39 0:04:460.00 0.0944 41 40

US50 Elm/Given to SR126 0.71 21.1842 0:01:01 0.280:01:18 0:01:28 0:01:080.45 0.1133 29 38

US50 SR126 to SR28 0.86 71.7729 0:01:47 1.520:03:18 0:02:46 0:02:330.98 0.7616 19 20

US50 SR28 to SR131 0.76 25.0929 0:01:35 0.820:02:24 0:01:42 0:01:540.12 0.3219 27 24

US50 SR131 to I-275@US50 Connector 1.45 17.0241 0:02:07 0.310:02:26 0:02:30 0:02:210.38 0.2236 35 37

17.94 0:25:13 0:31:25 477.390:29:44 0:29:35

Page 1 of 48Appendix:



FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

US50 WBOhio1.1Corridor.Facility #

US50 I-275@US50 Connector to SR131 1.45 11.8741 0:02:08 0.290:02:25 0:02:13 0:02:360.09 0.4736 39 34

US50 SR131 to SR28 0.77 54.1929 0:01:35 0.470:02:04 0:02:40 0:02:051.08 0.4822 17 22

US50 SR28 to SR126 0.86 54.2729 0:01:47 1.190:02:59 0:02:15 0:02:590.46 1.1917 23 17

US50 SR126 to Elm/Given 0.72 42.4242 0:01:02 0.780:01:49 0:01:40 0:01:350.63 0.5524 26 27

US50 Elm/Given to Newtown Rd. 3.19 0.0041 0:04:40 0.000:04:14 0:03:48 0:04:100.00 0.0045 50 46

US50 Newtown Rd. to Plainville Rd. 1.56 172.3139 0:02:23 2.240:04:37 0:03:55 0:03:141.54 0.8620 24 29

US50 Plainville Rd. to Red Bank Rd. 1.48 85.9443 0:02:04 1.210:03:17 0:02:42 0:03:230.64 1.3127 33 26

US50 Red Bank Rd. to SR32/SR125 1.39 0.0051 0:01:38 0.000:01:33 0:01:36 0:01:290.00 0.0054 52 56

US50 SR32/SR125 to Delta Ave. 1.91 51.4348 0:02:23 0.780:03:10 0:02:43 0:03:260.33 1.0536 42 33

US50 Delta Ave. to Torrence Pkwy (Taft) 1.46 63.5147 0:01:52 0.390:02:15 0:02:14 0:02:270.37 0.5839 39 36

US50 Torrence Pkwy (Taft) to Kemper Lane 1.30 32.3947 0:01:39 0.210:01:52 0:01:49 0:02:100.16 0.5142 43 36

US50 Kemper Lane to I-471 1.27 18.6750 0:01:32 0.260:01:48 0:01:33 0:01:460.02 0.2343 49 43

17.37 0:24:43 0:32:00 587.000:29:08 0:31:17




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

SR125 EBOhio1.2Corridor.Facility #

SR125 US50 to Wooster 0.27 0.8339 0:00:24 0.000:00:25 0:00:25 0:00:150.01 0.0039 38 64

SR125 Wooster to SR32 1.07 0.0042 0:01:32 0.000:01:16 0:01:15 0:01:170.00 0.0051 51 50

SR125 SR32 to Sutton Rd./Corbly 1.37 9.0533 0:02:30 0.110:02:37 0:02:06 0:02:460.00 0.2732 39 30

SR125 Sutton Rd./Corbly to Birney Ln. 1.06 26.8829 0:02:12 0.380:02:35 0:02:12 0:02:560.00 0.7325 29 22

SR125 Birney Ln. to Salem Rd. 1.02 3.7440 0:01:33 0.000:01:31 0:01:38 0:01:280.09 0.0040 37 42

SR125 Salem Rd. to Five Mile Rd. 0.48 32.7040 0:00:43 0.080:00:48 0:00:52 0:01:240.14 0.6736 33 21

SR125 Five Mile Rd. to Eight Mile Rd. 1.59 296.5240 0:02:24 0.670:03:05 0:04:03 0:06:131.64 3.8131 24 15

SR125 Eight Mile Rd. to Mt.Carmel-Tobasco Rd. 1.08 172.4340 0:01:38 0.740:02:23 0:02:27 0:04:190.81 2.6827 26 15

SR125 Mt.Carmel-Tobasco Rd. to I-275 0.22 3.9935 0:00:22 0.040:00:25 0:00:23 0:00:250.01 0.0432 34 32

SR125 I-275 to Nine Mile-Tobasco Rd. 0.25 115.8637 0:00:24 0.370:00:47 0:00:58 0:01:260.57 1.0319 15 10

SR125 Nine Mile-Tobasco Rd. to Shayler Rd. 0.92 115.3740 0:01:24 0.370:01:46 0:01:54 0:02:480.50 1.4031 29 20

SR125 Shayler Rd. to Merwin-Ten Mile Rd. 1.47 46.2340 0:02:14 0.380:02:37 0:02:14 0:03:120.01 0.9634 40 28

SR125 Merwin-Ten Mile Rd. to Bach-Buxton Rd. 0.68 7.8440 0:01:02 0.000:01:02 0:00:58 0:01:200.00 0.2940 42 31

SR125 Bach-Buxton Rd. to White Oak Rd. 0.71 17.0440 0:01:04 0.230:01:19 0:01:03 0:01:140.00 0.1533 41 35

SR125 White Oak Rd. to Amelia-Olive Branch Rd. 0.29 15.3429 0:00:37 0.040:00:39 0:00:43 0:00:560.11 0.3327 25 19

SR125 Amelia-Olive Branch Rd. to SR132 W. Junct. 1.89 156.1136 0:03:09 1.480:04:39 0:04:08 0:03:500.98 0.6724 28 30

SR125 SR132 W. Junct. to SR132 E.Junct. 0.32 19.7540 0:00:29 0.180:00:40 0:00:43 0:00:460.23 0.2829 27 25

SR125 SR132 E.Junct. to Mt. Holly Rd. 1.06 0.0042 0:01:31 0.000:01:24 0:01:23 0:01:250.00 0.0045 46 45

SR125 Mt. Holly Rd. to SR222 0.51 2.2442 0:00:44 0.010:00:45 0:00:47 0:00:400.05 0.0041 39 47

16.28 0:25:58 0:30:39 1041.920:30:12 0:38:38




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

SR125 WBOhio1.2Corridor.Facility #

SR125 SR222 to Mt. Holly Rd. 0.51 0.0042 0:00:44 0.000:00:39 0:00:35 0:00:400.00 0.0048 53 46

SR125 Mt. Holly Rd. to SR132 E.Junct. 1.06 1.0442 0:01:31 0.000:01:26 0:01:20 0:01:360.00 0.0744 48 40

SR125 SR132 E.Junct. to SR132 W. Junct. 0.32 5.1640 0:00:29 0.130:00:38 0:00:30 0:00:340.01 0.0831 39 34

SR125 SR132 W. Junct. to Amelia-Olive Branch Rd. 1.90 151.7736 0:03:10 0.660:03:50 0:04:22 0:04:161.20 1.0930 26 27

SR125 Amelia-Olive Branch Rd. to White Oak Rd. 0.29 0.0029 0:00:36 0.000:00:26 0:00:30 0:00:270.00 0.0041 35 40

SR125 White Oak Rd. to Bach-Buxton Rd. 0.71 54.9940 0:01:05 0.220:01:18 0:01:17 0:01:460.21 0.7033 33 24

SR125 Bach-Buxton Rd. to Merwin-Ten Mile Rd. 0.68 32.9340 0:01:02 0.240:01:17 0:01:10 0:01:360.13 0.5732 35 26

SR125 Merwin-Ten Mile Rd. to Shayler Rd. 1.47 117.6540 0:02:14 0.340:02:34 0:03:27 0:02:351.22 0.3534 26 34

SR125 Shayler Rd. to Nine Mile-Tobasco Rd. 0.92 144.5240 0:01:24 0.600:02:00 0:02:21 0:02:100.96 0.7628 23 26

SR125 Nine Mile-Tobasco Rd. to I-275 0.24 25.3037 0:00:24 0.090:00:29 0:00:28 0:00:440.07 0.3430 31 20

SR125 I-275 to Mt.Carmel-Tobasco Rd. 0.22 115.4435 0:00:23 0.890:01:17 0:00:23 0:02:170.00 1.9011 35 6

SR125 Mt.Carmel-Tobasco Rd. to Eight Mile Rd. 1.08 118.1040 0:01:39 0.930:02:35 0:02:16 0:02:440.62 1.0925 29 24

SR125 Eight Mile Rd. to Five Mile Rd. 1.59 216.7540 0:02:25 0.930:03:21 0:03:40 0:04:291.25 2.0629 26 21

SR125 Five Mile Rd. to Salem Rd. 0.47 14.4940 0:00:43 0.150:00:52 0:00:45 0:00:560.03 0.2133 38 31

SR125 Salem Rd. to Birney Ln. 1.01 14.2740 0:01:32 0.070:01:37 0:01:50 0:01:300.30 0.0038 33 41

SR125 Birney Ln. to Sutton Rd./Corbly 1.06 146.5729 0:02:12 1.080:03:17 0:04:08 0:02:491.93 0.6119 15 23

SR125 Sutton Rd./Corbly to SR32 1.37 26.6233 0:02:29 0.920:03:25 0:02:00 0:02:050.00 0.0024 41 40

SR125 SR32 to Wooster 1.07 0.0042 0:01:32 0.000:01:10 0:01:10 0:01:160.00 0.0055 55 51

SR125 Wooster to US50 0.29 0.0039 0:00:27 0.000:00:22 0:00:22 0:00:240.00 0.0047 47 43

16.30 0:26:00 0:32:29 1185.580:32:34 0:34:50




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

US52 EBOhio1.3Corridor.Facility #

US52 Taylor-Southgate Bridge to Bains 1.17 28.0037 0:01:54 0.050:01:58 0:02:41 0:02:430.78 0.8136 26 26

US52 Bains to Kemper Ln. 0.28 1.9941 0:00:25 0.060:00:28 0:00:27 0:00:270.04 0.0436 38 38

US52 Kemper Ln. to St.Andrews 2.01 23.7141 0:02:56 0.410:03:21 0:03:30 0:03:240.56 0.4636 34 35

US52 St.Andrews to Delta Av. 0.83 4.1842 0:01:12 0.070:01:16 0:01:20 0:01:150.13 0.0439 37 40

US52 Delta Av. to Stanley 0.22 15.2441 0:00:19 0.060:00:23 0:00:48 0:00:340.48 0.2435 16 23

US52 Stanley to Wilmer 0.89 6.4641 0:01:18 0.040:01:21 0:01:22 0:01:340.06 0.2540 39 34

US52 Wilmer to Salem Rd. 1.49 2.0642 0:02:09 0.000:02:02 0:02:03 0:02:180.00 0.1544 44 39

US52 Salem Rd. to El Dorado 1.43 10.7141 0:02:05 0.120:02:13 0:02:18 0:02:340.21 0.4739 37 33

US52 El Dorado to I-275 0.36 14.4839 0:00:33 0.030:00:35 0:00:54 0:00:590.34 0.4337 24 22

8.67 0:12:52 0:13:36 106.830:15:23 0:15:46

US52 WBOhio1.3Corridor.Facility #

US52 I-275 to El Dorado 0.41 10.1839 0:00:38 0.230:00:52 0:00:49 0:00:470.19 0.1428 30 31

US52 El Dorado to Salem Rd. 1.43 5.4541 0:02:06 0.060:02:09 0:02:12 0:02:220.10 0.2640 39 36

US52 Salem Rd. to Wilmer 1.49 0.0042 0:02:09 0.000:02:04 0:02:02 0:02:040.00 0.0043 44 43

US52 Wilmer to Stanley 0.89 6.2741 0:01:18 0.070:01:23 0:01:20 0:01:360.03 0.2939 40 34

US52 Stanley to Delta Av. 0.22 2.8441 0:00:19 0.060:00:23 0:00:21 0:00:260.03 0.1235 37 30

US52 Delta Av. to St.Andrews 0.82 3.1042 0:01:11 0.000:01:10 0:01:16 0:01:200.08 0.1543 39 37

US52 St.Andrews to Kemper Ln. 2.00 15.3241 0:02:56 0.170:03:06 0:03:11 0:03:390.25 0.7239 38 33

US52 Kemper Ln. to Bains 0.28 7.5941 0:00:25 0.440:00:52 0:00:29 0:00:280.07 0.0620 35 36

US52 Bains to Taylor-Southgate Bridge 1.17 39.1737 0:01:54 0.660:02:34 0:03:02 0:02:071.13 0.2127 23 33

8.72 0:12:57 0:14:31 89.920:14:42 0:14:47




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)


SR32 SR125 to Clough Pike 0.47 45.0641 0:00:41 0.940:01:37 0:00:54 0:00:550.21 0.2217 31 31

SR32 Clough Pike to Newtown Rd. 2.04 7.7738 0:03:13 0.000:02:59 0:02:54 0:03:520.00 0.6541 42 32

SR32 Newtown Rd. to Round Bottom Rd. 0.30 37.5329 0:00:37 0.510:01:08 0:01:07 0:01:500.50 1.2116 16 10

SR32 Round Bottom Rd. to Eight Mile Rd. 2.33 13.2640 0:03:29 0.000:03:17 0:03:46 0:03:250.28 0.0043 37 41

SR32 Eight Mile Rd. to Mt.Carmel/Tobasco Rd. 1.31 51.6241 0:01:54 0.000:01:46 0:02:32 0:02:430.64 0.8145 31 29

SR32 Mt.Carmel/Tobasco Rd. to Old SR74 W.Junct. 0.39 90.2147 0:00:30 0.580:01:05 0:01:25 0:00:470.92 0.2922 17 30

SR32 Old SR74 W.Junct. to I-275 0.47 2.2252 0:00:33 0.000:00:32 0:00:33 0:00:370.00 0.0754 52 46

SR32 I-275 to Eastgate Blvd. 0.56 29.9957 0:00:35 0.000:00:33 0:00:33 0:01:100.00 0.5761 61 29

SR32 Eastgate Blvd. to GlenEste-Withamsville Rd. 0.66 314.2854 0:00:44 0.810:01:33 0:00:48 0:05:450.06 5.0126 49 7

SR32 GlenEste-Withamsville Rd. to Old SR74 E.Junct. 1.46 370.6347 0:01:52 0.240:02:07 0:02:25 0:07:230.55 5.5142 36 12

SR32 Old SR74 E.Junct. to Olive-Branch/Stonelick 0.82 6.2057 0:00:52 0.000:00:50 0:00:55 0:00:520.05 0.0058 54 57

SR32 Olive-Branch/Stonelick to Main St.-Batavia 1.59 0.0038 0:02:31 0.000:01:34 0:01:47 0:01:360.00 0.0061 54 60

SR32 Main St.-Batavia to SR222 0.82 0.0029 0:01:43 0.000:00:46 0:00:56 0:00:490.00 0.0064 52 61

SR32 SR222 to Bauer Rd. 1.54 47.1557 0:01:37 0.000:01:32 0:01:43 0:02:570.10 1.3360 54 31

SR32 Bauer Rd. to Batavia Rd.(CR-368) 1.63 2.4057 0:01:43 0.000:01:38 0:01:42 0:01:480.00 0.0760 58 55

SR32 Batavia Rd.(CR-368) to Half-Acre Rd. 1.57 0.0057 0:01:39 0.000:01:30 0:01:29 0:01:270.00 0.0063 63 64

SR32 Half-Acre Rd. to SR276 1.00 0.0057 0:01:03 0.000:00:54 0:00:58 0:00:560.00 0.0067 62 65

SR32 SR276 to SR133 0.80 0.0057 0:00:51 0.000:00:44 0:00:45 0:00:450.00 0.0066 64 65

SR32 SR133 to McKeever Rd. 0.57 0.0057 0:00:36 0.000:00:32 0:00:32 0:00:330.00 0.0065 64 63

SR32 McKeever Rd. to Dela Palma Rd. 0.96 33.7157 0:01:01 0.240:01:15 0:01:27 0:01:140.44 0.2246 40 47

21.28 0:27:44 0:27:49 1052.050:29:11 0:41:18




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)


SR32 Dela Palma Rd. to McKeever Rd. 0.96 3.2157 0:01:01 0.040:01:04 0:01:02 0:01:040.02 0.0555 56 54

SR32 McKeever Rd. to SR133 0.57 0.0057 0:00:36 0.000:00:32 0:00:31 0:00:340.00 0.0064 66 61

SR32 SR133 to SR276 0.80 0.0057 0:00:51 0.000:00:45 0:00:45 0:00:460.00 0.0064 64 64

SR32 SR276 to Half-Acre Rd. 1.00 0.0057 0:01:03 0.000:00:57 0:00:55 0:00:580.00 0.0063 66 62

SR32 Half-Acre Rd. to Batavia Rd.(CR-368) 1.56 0.0057 0:01:39 0.000:01:28 0:01:27 0:01:270.00 0.0064 65 65

SR32 Batavia Rd.(CR-368) to Bauer Rd. 1.63 87.3157 0:01:43 0.720:02:26 0:02:13 0:02:140.50 0.5240 44 44

SR32 Bauer Rd. to SR222 1.54 0.0038 0:02:26 0.000:01:42 0:01:33 0:01:310.00 0.0055 60 61

SR32 SR222 to Main St.-Batavia 0.81 0.0057 0:00:51 0.000:00:47 0:00:51 0:00:470.00 0.0062 57 61

SR32 Main St.-Batavia to Olive-Branch/Stonelick 1.60 0.0057 0:01:41 0.000:01:39 0:01:38 0:01:350.00 0.0058 59 61

SR32 Olive-Branch/Stonelick to old SR74 E.Junct. 0.82 92.8657 0:00:52 0.380:01:15 0:01:30 0:01:090.64 0.2939 33 43

SR32 old SR74 E.Junct. to GlenEste-Withamsville Rd. 1.46 364.8347 0:01:52 2.200:04:04 0:03:12 0:04:001.34 2.1322 27 22

SR32 GlenEste-Withamsville Rd. to Eastgate Blvd. 0.66 17.5556 0:00:43 0.210:00:55 0:00:40 0:00:510.00 0.1443 59 46

SR32 Eastgate Blvd. to I-275 0.56 7.5761 0:00:33 0.020:00:34 0:00:33 0:00:400.00 0.1259 61 50

SR32 I-275 to old SR74 W.Junct. 0.47 25.3555 0:00:31 0.130:00:39 0:00:29 0:01:240.00 0.8944 59 20

SR32 old SR74 W.Junct. to Mt.Carmel/Tobasco Rd. 0.39 33.1947 0:00:30 0.250:00:45 0:00:50 0:00:340.34 0.0631 28 42

SR32 Mt.Carmel/Tobasco Rd. to Eight Mile Rd. 1.22 38.8744 0:01:41 0.000:01:22 0:02:14 0:02:090.55 0.4754 33 34

SR32 Eight Mile Rd. to Round Bottom Rd. 2.33 16.9640 0:03:30 0.490:03:59 0:03:14 0:03:420.00 0.2135 43 38

SR32 Round Bottom Rd. to Newtown Rd. 0.30 7.5729 0:00:37 0.210:00:50 0:00:36 0:00:580.00 0.3522 30 19

SR32 Newtown Rd. to Clough Pike 2.05 23.8038 0:03:14 1.260:04:30 0:02:55 0:03:300.00 0.2627 42 35

SR32 Clough Pike to SR125 0.43 10.2141 0:00:38 0.090:00:43 0:00:41 0:00:500.05 0.2136 38 31

21.17 0:26:30 0:30:55 729.270:27:49 0:30:42




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

I-75 NBKentucky2.1Corridor.Facility #

I-75 Grant Co. line to Walton/KY14 5.06 42.8069 0:04:24 0.160:04:34 0:04:37 0:04:350.22 0.1967 66 66

I-75 Walton/KY14 to I-71/75 Split 1.21 7.5667 0:01:05 0.000:01:06 0:01:09 0:01:040.06 0.0067 63 68

I-71/75 I-71/75 Split to Richwood Rd (KY338) 2.84 55.5469 0:02:28 0.090:02:34 0:02:38 0:02:340.17 0.1067 65 66

I-71/75 Richwood Rd (KY338) to Mt. Zion Rd (KY536) 2.71 35.4769 0:02:21 0.050:02:25 0:02:28 0:02:270.11 0.0968 66 66

I-71/75 Mt. Zion Rd (KY536) to US42/127 2.03 29.2869 0:01:46 0.040:01:48 0:01:49 0:01:530.05 0.1268 67 65

I-71/75 US42/127 to Burlington Pk (KY18) 1.16 7.9865 0:01:04 0.000:01:02 0:01:06 0:01:050.03 0.0167 63 64

I-71/75 Burlington Pk (KY18) to Turfway Rd (KY1017) 1.22 4.5165 0:01:08 0.000:01:06 0:01:08 0:01:090.01 0.0267 65 64

I-71/75 Turfway Rd (KY1017) to Erlanger (KY236) 1.31 30.5965 0:01:13 0.010:01:13 0:01:14 0:01:220.02 0.1665 64 58

I-71/75 Erlanger (KY236) to I-275 0.96 0.0057 0:01:01 0.000:00:56 0:00:57 0:00:570.00 0.0061 61 61

I-71/75 I-275 to Buttermilk Pk (KY371) 1.57 765.2065 0:01:27 4.730:06:11 0:01:30 0:01:330.05 0.1015 63 61

I-71/75 Buttermilk Pk (KY371) to Dixie Hwy (US42/127) 1.38 1391.2065 0:01:16 6.880:08:09 0:01:30 0:01:210.23 0.0710 55 62

I-71/75 Dixie Hwy (US42/127) to Kyles Ln (KY1072) 0.89 418.1362 0:00:52 1.800:02:40 0:01:00 0:01:000.14 0.1420 53 53

I-71/75 Kyles Ln (KY1072) to 12th St (KY1120) 1.94 807.2564 0:01:49 3.320:05:08 0:02:09 0:02:110.33 0.3723 54 53

I-71/75 12th St (KY1120) to 5th St (KY8 E.) 0.57 350.6259 0:00:35 1.890:02:29 0:00:38 0:00:390.04 0.0714 54 53

24.85 0:22:30 0:41:19 3946.120:23:53 0:23:50




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

I-71/75 SBKentucky2.1Corridor.Facility #

I-71/75 Ohio River to 5th St (KY8 E.) 0.49 59.6962 0:00:28 0.130:00:36 0:00:33 0:00:330.08 0.0849 53 53

I-71/75 5th St (KY8 E.) to 12th St (KY1120) 0.57 40.2064 0:00:32 0.000:00:32 0:00:35 0:00:440.05 0.2064 59 47

I-71/75 12th St (KY1120) to Kyles Ln (KY1072) 1.92 153.1665 0:01:46 0.120:01:53 0:01:52 0:02:260.10 0.6761 62 47

I-71/75 Kyles Ln (KY1072) to Dixie Hwy (US42/127) 0.87 20.1865 0:00:48 0.000:00:49 0:00:50 0:00:530.03 0.0765 63 60

I-71/75 Dixie Hwy (US42/127) to Buttermilk Pk (KY371) 1.39 0.0060 0:01:23 0.000:01:18 0:01:17 0:01:200.00 0.0064 65 62

I-71/75 Buttermilk Pk (KY371) to I-275 1.58 14.6465 0:01:27 0.000:01:19 0:01:30 0:01:280.04 0.0172 63 65

I-71/75 I-275 to Erlanger (KY236) 0.96 53.9865 0:00:53 0.020:00:54 0:00:59 0:00:580.10 0.0964 59 59

I-71/75 Erlanger (KY236) to Turfway Rd (KY1017) 1.31 8.6665 0:01:12 0.000:01:11 0:01:13 0:01:150.01 0.0466 65 63

I-71/75 Turfway Rd (KY1017) to Burlington Pk (KY18) 1.23 8.0765 0:01:08 0.000:01:07 0:01:08 0:01:120.00 0.0567 65 62

I-71/75 Burlington Pk (KY18) to US42/127 1.17 0.0065 0:01:05 0.000:01:04 0:01:04 0:00:570.00 0.0066 66 74

I-71/75 US42/127 to Mt. Zion Rd (KY536) 2.01 38.0269 0:01:45 0.080:01:50 0:01:49 0:01:510.07 0.1166 66 65

I-71/75 Mt. Zion Rd (KY536) to Richwood Rd (KY338) 2.70 78.1469 0:02:21 0.350:02:42 0:02:27 0:02:300.10 0.1660 66 65

I-71/75 Richwood Rd (KY338) to I-71/75 Split 2.84 36.7269 0:02:28 0.080:02:33 0:02:35 0:02:310.11 0.0467 66 68

I-75 I-71/75 Split to Walton/KY14 1.23 0.2465 0:01:08 0.000:01:05 0:01:08 0:01:070.00 0.0068 65 66

I-75 Walton/KY14 to Grant Co. line 5.04 47.6569 0:04:23 0.130:04:31 0:04:39 0:04:380.27 0.2667 65 65

25.30 0:22:49 0:23:23 559.340:23:39 0:24:23




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

US42/127 NBKentucky2.2Corridor.Facility #

US42/127 KY338 to KY3060 3.69 0.0042 0:05:16 0.000:04:19 0:04:16 0:04:420.00 0.0051 52 47

US42/127 KY3060 to KY536 0.79 0.5946 0:01:02 0.000:01:00 0:00:54 0:01:040.00 0.0447 53 44

US42/127 KY536 to KY237 2.31 49.9046 0:03:01 0.830:03:51 0:03:05 0:05:040.07 2.0636 45 27

US42/127 KY237 to KY842 0.47 150.4940 0:00:42 1.240:01:57 0:01:31 0:01:560.81 1.2314 18 14

US42/127 KY842 to I-71/75 1.01 81.0838 0:01:37 1.010:02:37 0:01:44 0:02:220.12 0.7523 35 26

US42/127 I-71/75 to KY1829 0.36 96.2426 0:00:51 0.550:01:24 0:02:00 0:01:401.15 0.8216 11 13

US42/127 KY1829 to US25 0.92 38.5832 0:01:45 0.250:02:01 0:02:12 0:02:250.44 0.6628 25 23

US42/127 US25 to KY1017 0.45 118.9337 0:00:43 0.770:01:29 0:02:28 0:01:021.75 0.3218 11 26

US42/127 KY1017 to KY236 (Commonwealth) 1.45 170.4635 0:02:30 1.870:04:22 0:03:15 0:04:010.76 1.5220 27 22

US42/127 KY236 (Commonwealth) to I-275 1.50 260.3935 0:02:33 0.390:02:57 0:06:08 0:04:243.58 1.8431 15 20

US42/127 I-275 to KY1303 0.61 7.0636 0:01:02 0.000:00:50 0:01:13 0:01:040.18 0.0344 30 35

US42/127 KY1303 to KY371 (Buttermilk) 0.38 24.3135 0:00:38 0.000:00:39 0:01:07 0:00:380.48 0.0035 20 36

US42/127 KY371 (Buttermilk) to I-71/75 1.26 18.8035 0:02:11 0.000:02:03 0:02:31 0:02:180.33 0.1237 30 33

US42/127 I-71/75 to KY1072 (Kyles) 0.96 31.5935 0:01:38 0.440:02:04 0:01:59 0:02:240.35 0.7628 29 24

US42/127 KY1072 (Kyles) to west ramps to I-71/75 1.85 10.2734 0:03:14 0.230:03:28 0:03:31 0:03:340.28 0.3232 32 31

US42/127 west ramps to I-71/75 to Main/Pike St. 0.24 7.3029 0:00:30 0.370:00:52 0:00:33 0:00:400.05 0.1717 26 22

US42/127 Main/Pike St. to KY8 EB 0.56 40.5529 0:01:09 0.490:01:39 0:03:06 0:02:391.95 1.5020 11 13

18.81 0:30:23 0:37:31 1106.520:41:33 0:41:57




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

US42/127 SBKentucky2.2Corridor.Facility #

US42/127 Ohio State line to KY8 EB 0.53 12.1536 0:00:53 0.370:01:15 0:00:53 0:01:270.01 0.5725 36 22

US42/127 KY8 EB to Main/Pike St. 0.59 24.6229 0:01:13 0.000:01:04 0:02:50 0:01:291.61 0.2634 13 24

US42/127 Main/Pike St. to west ramps to I-71/75 0.23 1.1829 0:00:29 0.000:00:28 0:00:30 0:00:350.02 0.0931 28 24

US42/127 west ramps to I-71/75 to KY1072 (Kyles) 1.86 23.1334 0:03:14 1.480:04:44 0:03:22 0:03:550.13 0.6724 33 28

US42/127 KY1072 (Kyles) to I-71/75 0.99 10.3035 0:01:41 0.000:01:35 0:01:50 0:02:030.15 0.3637 32 29

US42/127 I-71/75 to KY371 (Buttermilk) 1.25 24.8935 0:02:10 0.260:02:26 0:02:11 0:03:020.01 0.8631 34 25

US42/127 KY371 (Buttermilk) to KY1303 0.38 10.1935 0:00:39 0.170:00:49 0:00:38 0:00:540.00 0.2728 36 25

US42/127 KY1303 to I-275 0.61 4.2436 0:01:02 0.000:00:58 0:01:09 0:00:590.12 0.0038 32 37

US42/127 I-275 to KY236 (Commonwealth) 1.46 167.1535 0:02:29 1.200:03:42 0:02:53 0:07:020.40 4.5424 30 12

US42/127 KY236 (Commonwealth) to KY1017 1.46 120.1435 0:02:30 0.640:03:09 0:03:33 0:03:161.04 0.7528 25 27

US42/127 KY1017 to US25 0.45 44.6837 0:00:43 0.490:01:13 0:00:50 0:01:540.11 1.1822 32 14

US42/127 US25 to KY1829 0.91 58.6432 0:01:44 0.000:01:37 0:02:56 0:01:581.20 0.2434 19 28

US42/127 KY1829 to I-71/75 0.36 24.5626 0:00:51 0.000:00:35 0:01:01 0:01:340.16 0.7138 21 14

US42/127 I-71/75 to KY842 1.01 185.8338 0:01:37 1.250:02:52 0:02:40 0:02:531.06 1.2721 23 21

US42/127 KY842 to KY237 0.46 92.3840 0:00:42 0.030:00:44 0:01:35 0:01:310.88 0.8138 18 18

US42/127 KY237 to KY536 2.31 37.6946 0:03:01 0.850:03:52 0:03:23 0:03:290.37 0.4736 41 40

US42/127 KY536 to KY3060 0.79 4.4946 0:01:02 0.110:01:08 0:00:56 0:01:140.00 0.2042 51 39

US42/127 KY3060 to KY338 3.69 0.0042 0:05:16 0.000:04:22 0:04:06 0:04:230.00 0.0051 54 51

19.34 0:31:17 0:36:28 846.260:37:16 0:43:37

US25 NBKentucky2.3Corridor.Facility #

US25 KY536 to KY842 0.81 40.3946 0:01:03 1.040:02:06 0:01:20 0:02:000.28 0.9423 37 24

US25 KY842 to KY1829 0.81 85.3746 0:01:04 0.850:01:55 0:02:59 0:02:131.92 1.1425 16 22

US25 KY1829 to US42/127 1.36 72.0038 0:02:11 1.090:03:17 0:03:14 0:03:081.05 0.9525 25 26

2.99 0:04:18 0:07:17 197.770:07:33 0:07:20




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

US25 SBKentucky2.3Corridor.Facility #

US25 US42/127 to KY1829 1.36 88.5238 0:02:10 0.580:02:45 0:03:32 0:04:121.37 2.0330 23 19

US25 KY1829 to KY842 0.81 42.0346 0:01:04 1.070:02:08 0:01:16 0:02:340.20 1.5023 38 19

US25 KY842 to KY536 0.81 28.8246 0:01:03 0.180:01:15 0:01:11 0:02:400.13 1.6139 41 18

2.98 0:04:18 0:06:07 159.370:05:59 0:09:26

I-75 NBOhio3.1Corridor.Facility #

I-75 Ohio River to River Rd 0.70 28.4959 0:00:43 0.060:00:47 0:00:47 0:00:450.07 0.0354 53 56

I-75 River Rd to Harrison Av 1.85 0.0056 0:02:00 0.000:01:49 0:01:44 0:01:550.00 0.0061 64 58

I-75 Harrison Av to Hopple St 0.99 102.7365 0:00:55 0.060:00:58 0:00:51 0:01:340.00 0.6661 70 38

I-75 Hopple St to I-74 0.91 43.1165 0:00:51 0.060:00:54 0:00:51 0:01:040.01 0.2260 65 51

I-75 I-74 to Mitchell Av 2.09 382.1467 0:01:52 0.210:02:05 0:01:58 0:04:410.09 2.8160 64 27

I-75 Mitchell Av to SR562 1.45 414.2668 0:01:17 0.410:01:42 0:01:26 0:03:430.15 2.4351 61 23

I-75 SR562 to Paddock Rd (SR4) 1.52 376.7666 0:01:23 0.330:01:43 0:01:29 0:03:290.10 2.0953 62 26

I-75 Paddock Rd (SR4) to Reagan Hwy (SR126) 0.85 119.2869 0:00:44 0.210:00:57 0:00:47 0:01:120.04 0.4554 65 43

I-75 Reagan Hwy (SR126) to Lincoln Heights/Shepherd Ln 2.62 65.0266 0:02:23 0.240:02:38 0:02:25 0:02:320.03 0.1460 65 62

I-75 Lincoln Heights/Shepherd Ln to Glendale-Milford Rd 1.34 26.0765 0:01:14 0.070:01:18 0:01:11 0:01:220.00 0.1361 68 59

I-75 Glendale-Milford Rd to Sharon Rd 1.15 67.6067 0:01:02 0.060:01:06 0:01:05 0:01:210.06 0.3363 64 51

I-75 Sharon Rd to I-275 1.38 96.5868 0:01:13 0.100:01:20 0:01:22 0:01:350.14 0.3662 61 52

I-75 I-275 to Union Centre Blvd 2.45 109.9067 0:02:11 0.160:02:21 0:02:27 0:02:160.26 0.0862 60 65

I-75 Union Centre Blvd to Cincinnati-Dayton Rd 2.00 51.6669 0:01:44 0.070:01:49 0:01:50 0:01:520.10 0.1466 65 64

I-75 Cincinnati-Dayton Rd to Tylersville Rd 1.56 40.0869 0:01:21 0.060:01:25 0:01:27 0:01:280.09 0.1166 65 64

I-75 Tylersville Rd to Hamilton (SR129) 1.41 0.0035 0:02:27 0.000:01:20 0:01:14 0:01:160.00 0.0064 68 67

I-75 Hamilton (SR129) to SR63 4.90 45.2969 0:04:16 0.240:04:31 0:04:19 0:04:240.05 0.1465 68 67

I-75 SR63 to SR122 3.73 43.9569 0:03:15 0.220:03:28 0:03:17 0:03:210.04 0.1165 68 67

I-75 SR122 to SR123 4.07 20.6369 0:03:33 0.120:03:40 0:03:30 0:03:390.00 0.1067 70 67

I-75 SR123 to SR73 1.83 16.6869 0:01:35 0.060:01:39 0:01:37 0:01:400.03 0.0866 68 66

I-75 SR73 to Montgomery County Line 2.19 23.9469 0:01:54 0.120:02:01 0:01:54 0:02:030.00 0.1465 69 64

40.99 0:37:54 0:39:29 2074.170:37:31 0:47:11




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

I-75 SBOhio3.1Corridor.Facility #

I-75 Montgomery County Line to SR73 2.16 43.1069 0:01:53 0.040:01:55 0:01:59 0:02:030.10 0.1767 65 63

I-75 SR73 to SR123 1.83 37.7269 0:01:35 0.040:01:37 0:01:39 0:01:490.06 0.2267 66 61

I-75 SR123 to SR122 4.09 36.9969 0:03:33 0.050:03:36 0:03:35 0:03:520.03 0.3168 68 63

I-75 SR122 to SR63 3.72 27.8969 0:03:14 0.020:03:16 0:03:17 0:03:250.05 0.1869 68 65

I-75 SR63 to Hamilton (SR129) 4.91 68.5269 0:04:16 0.250:04:32 0:04:19 0:04:380.05 0.3565 68 64

I-75 Hamilton (SR129) to Tylersville Rd 1.39 76.0669 0:01:12 0.090:01:18 0:01:23 0:01:250.18 0.2264 60 58

I-75 Tylersville Rd to Cincinnati-Dayton Rd 1.54 199.7469 0:01:20 0.080:01:25 0:02:02 0:01:240.70 0.0565 45 66

I-75 Cincinnati-Dayton Rd to Union Centre Blvd 2.02 35.5969 0:01:45 0.070:01:49 0:01:42 0:01:580.00 0.2166 71 62

I-75 Union Centre Blvd to I-275 2.47 34.9269 0:02:09 0.020:02:11 0:02:08 0:02:240.00 0.2468 70 62

I-75 I-275 to Sharon Rd 1.38 46.3269 0:01:12 0.170:01:22 0:01:14 0:01:210.03 0.1661 67 61

I-75 Sharon Rd to Glendale-Milford Rd 1.14 45.4569 0:00:59 0.120:01:06 0:01:00 0:01:080.01 0.1462 68 60

I-75 Glendale-Milford Rd to Lincoln Heights/Shepherd Ln 1.35 403.9365 0:01:15 2.470:03:43 0:01:11 0:01:250.00 0.1722 68 57

I-75 Lincoln Heights/Shepherd Ln to Reagan Hwy (SR126) 2.42 889.8465 0:02:14 3.920:06:10 0:02:08 0:03:580.00 1.7324 68 37

I-75 Reagan Hwy (SR126) to Paddock Rd (SR4) 0.85 168.1469 0:00:44 0.610:01:21 0:00:43 0:01:090.00 0.4138 71 44

I-75 Paddock Rd (SR4) to SR562 1.53 172.0769 0:01:20 0.430:01:46 0:01:29 0:01:370.16 0.2852 62 57

I-75 SR562 to Mitchell Av 1.45 93.4865 0:01:20 0.210:01:33 0:01:26 0:01:340.10 0.2256 61 56

I-75 Mitchell Av to I-74 2.06 164.0969 0:01:48 0.320:02:07 0:02:04 0:02:100.27 0.3759 60 57

I-75 I-74 to Hopple St 0.92 68.9565 0:00:51 0.210:01:03 0:00:52 0:00:580.02 0.1152 63 57

I-75 Hopple St to Harrison Av 0.99 73.6665 0:00:55 0.040:00:57 0:01:02 0:01:040.12 0.1562 57 56

I-75 Harrison Av to River Rd 1.85 168.9365 0:01:42 0.390:02:06 0:01:57 0:02:080.24 0.4353 57 52

I-75 River Rd to Ohio River 0.64 51.3059 0:00:39 0.080:00:44 0:00:38 0:00:530.00 0.2452 61 43

40.69 0:35:58 0:45:37 2906.690:37:48 0:42:20




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

US42 NBOhio3.2Corridor.Facility #

US42 Kemper Road to I-275 0.56 4.9131 0:01:05 0.060:01:09 0:00:59 0:01:140.00 0.1530 34 28

US42 I-275 to Fields-Ertel Rd. 0.62 58.6631 0:01:12 0.140:01:20 0:01:48 0:01:550.60 0.7328 21 19

US42 Fields-Ertel Rd. to West Chester Rd. 1.90 4.5535 0:03:16 0.150:03:25 0:02:56 0:03:200.00 0.0633 39 34

US42 West Chester Rd. to Western Row Rd. 1.88 84.2036 0:03:08 0.670:03:48 0:04:02 0:03:330.91 0.4130 28 32

US42 Western Row Rd. to Tylersville Rd. 1.55 4.3327 0:03:30 0.380:03:53 0:03:24 0:03:290.00 0.0024 27 27

US42 Tylersville Rd. to Mason-Montgomery Rd. 0.94 74.8934 0:01:41 1.050:02:44 0:03:03 0:04:061.37 2.4121 19 14

US42 Mason-Montgomery Rd. to SR741 1.45 4.5933 0:02:40 0.000:02:22 0:02:20 0:03:100.00 0.4937 37 28

8.91 0:16:32 0:18:41 236.120:18:32 0:20:45

US42 SBOhio3.2Corridor.Facility #

US42 SR741 to Mason-Montgomery Rd. 1.45 14.4733 0:02:40 0.490:03:10 0:02:48 0:03:130.13 0.5428 31 27

US42 Mason-Montgomery Rd. to Tylersville Rd. 0.94 43.4834 0:01:41 1.110:02:48 0:02:23 0:02:380.70 0.9520 24 21

US42 Tylersville Rd. to Western Row Rd. 1.55 0.0027 0:03:30 0.000:03:01 0:03:20 0:03:290.00 0.0031 28 27

US42 Western Row Rd. to West Chester Rd. 1.88 18.1236 0:03:08 0.000:03:09 0:03:14 0:03:410.09 0.5336 35 31

US42 West Chester Rd. to Fields-Ertel Rd. 1.90 8.0735 0:03:15 0.140:03:24 0:03:09 0:03:320.00 0.2934 36 32

US42 Fields-Ertel Rd. to I-275 0.63 67.5831 0:01:12 0.710:01:55 0:01:29 0:02:190.28 1.1120 25 16

US42 I-275 to Kemper Road 0.56 43.0131 0:01:04 0.110:01:11 0:01:42 0:01:240.63 0.3328 20 24

8.91 0:16:31 0:18:36 194.720:18:05 0:20:15




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

SR4 NBOhio3.3Corridor.Facility #

SR4 US42 to SR562 1.21 10.9731 0:02:19 0.250:02:34 0:00:00 0:02:410.00 0.3728 #Error 27

SR4 SR562 to Seymour Av. 1.28 52.9731 0:02:30 0.950:03:28 0:00:00 0:04:460.00 2.2622 #Error 16

SR4 Seymour Av. to Galbraith Rd. 1.44 25.4631 0:02:48 0.270:03:04 0:00:00 0:03:450.00 0.9528 #Error 23

SR4 Galbraith Rd. to Glendale Milford Rd. 3.14 70.4134 0:05:33 2.890:08:26 0:00:00 0:09:120.00 3.6422 #Error 21

SR4 Glendale Milford Rd. to SR747 S.Junct. 0.47 29.4132 0:00:52 0.150:01:02 0:00:00 0:02:010.00 1.1427 #Error 14

SR4 SR747 S.Junct. to Sharon Rd. 0.84 17.6034 0:01:29 0.600:02:05 0:00:00 0:02:100.00 0.6824 #Error 23

SR4 Sharon Rd. to Northland Bl. 0.71 17.4534 0:01:15 0.550:01:48 0:00:00 0:01:490.00 0.5624 #Error 24

SR4 Northland Bl. to W.Kemper Rd. 0.32 17.1636 0:00:32 0.190:00:43 0:00:00 0:01:070.00 0.5727 #Error 17

SR4 W.Kemper Rd. to I-275 0.57 38.9135 0:00:58 0.610:01:35 0:00:00 0:01:290.00 0.5122 #Error 23

SR4 I-275 to Crescentville Rd. 0.44 77.0934 0:00:47 0.620:01:24 0:00:00 0:01:370.00 0.8319 #Error 17

SR4 Crescentville Rd. to Mulhauser Rd. 0.92 10.4535 0:01:33 0.000:01:29 0:00:00 0:01:500.00 0.2937 #Error 30

SR4 Mulhauser Rd. to Byp 4 S.Junct. 1.09 15.7936 0:01:49 0.000:01:37 0:00:00 0:02:140.00 0.4140 #Error 29

SR4 Byp 4 S.Junct. to Gilmore Rd. 1.12 63.2536 0:01:52 0.160:02:01 0:01:45 0:03:590.00 2.1233 38 17

SR4 Gilmore Rd. to Nilles Rd. 0.82 60.1636 0:01:22 0.410:01:46 0:00:00 0:02:340.00 1.2028 #Error 19

SR4 Nilles Rd. to Dixie Hwy. 2.53 47.1536 0:04:12 0.530:04:44 0:00:00 0:05:130.00 1.0032 #Error 29

SR4 Dixie Hwy. to SR129 (High St) 1.58 51.9834 0:02:47 0.980:03:46 0:00:00 0:04:050.00 1.2925 #Error 23

SR4 SR129 (High St) to Byp 4 N.Junct. 2.77 5.8737 0:04:29 0.160:04:39 0:00:00 0:04:340.00 0.0836 #Error 36

SR4 Byp 4 N.Junct. to Liberty Fairfield Rd. 1.47 36.7947 0:01:53 0.890:02:47 0:00:00 0:02:210.00 0.4832 #Error 37

SR4 Liberty Fairfield Rd. to SR747 N.Junct. 1.58 5.5647 0:02:01 0.030:02:03 0:00:00 0:02:160.00 0.2446 #Error 42

SR4 SR747 N.Junct. to SR63 1.89 0.0047 0:02:25 0.000:02:13 0:00:00 0:02:060.00 0.0051 #Error 54

SR4 SR63 to SR73 S.Junct. 2.57 0.0047 0:03:17 0.000:02:53 0:00:00 0:02:540.00 0.0054 #Error 53

28.76 0:46:44 0:56:06 654.460:01:45 1:04:38




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

SR4 SBOhio3.3Corridor.Facility #

SR4 SR73 S.Junct. to SR63 2.56 0.0047 0:03:16 0.000:02:51 0:00:00 0:02:500.00 0.0054 #Error 54

SR4 SR63 to SR747 N.Junct. 1.85 5.7547 0:02:22 0.000:02:13 0:02:30 0:02:220.13 0.0050 44 47

SR4 SR747 N.Junct. to Liberty Fairfield Rd. 1.59 111.7247 0:02:01 0.410:02:26 0:03:28 0:03:251.44 1.3839 27 28

SR4 Liberty Fairfield Rd. to Byp 4 N.Junct. 1.49 3.8247 0:01:54 0.000:01:46 0:01:43 0:02:050.00 0.1851 52 43

SR4 Byp 4 N.Junct. to SR129 (High St) 2.76 63.4237 0:04:29 0.540:05:02 0:04:55 0:05:540.43 1.4233 34 28

SR4 SR129 (High St) to Dixie Hwy. 1.58 23.6834 0:02:48 0.090:02:53 0:03:00 0:03:220.20 0.5733 32 28

SR4 Dixie Hwy. to Nilles Rd. 2.54 144.5936 0:04:13 0.940:05:10 0:04:40 0:07:060.45 2.8830 33 21

SR4 Nilles Rd. to Gilmore Rd. 0.82 97.0136 0:01:22 0.900:02:16 0:01:32 0:02:320.17 1.1722 32 19

SR4 Gilmore Rd. to Byp 4 S.Junct. 1.12 7.5836 0:01:52 0.000:01:49 0:01:59 0:01:460.11 0.0037 34 38

SR4 Byp 4 S.Junct. to Mulhauser Rd. 1.08 44.3036 0:01:48 0.450:02:15 0:01:35 0:02:200.00 0.5429 41 28

SR4 Mulhauser Rd. to Crescentville Rd. 0.92 232.1035 0:01:34 0.700:02:15 0:02:10 0:05:300.61 3.9424 25 10

SR4 Crescentville Rd. to I-275 0.43 0.0034 0:00:46 0.000:00:39 0:00:37 0:00:400.00 0.0041 42 39

SR4 I-275 to W.Kemper Rd. 0.58 91.3735 0:00:59 0.750:01:44 0:01:32 0:01:460.55 0.7820 23 20

SR4 W.Kemper Rd. to Northland Bl. 0.32 39.7736 0:00:32 0.760:01:18 0:00:42 0:01:000.17 0.4715 27 19

SR4 Northland Bl. to Sharon Rd. 0.71 10.3734 0:01:15 0.400:01:40 0:01:21 0:01:150.09 0.0026 32 34

SR4 Sharon Rd. to SR747 S.Junct. 0.81 7.3034 0:01:26 0.460:01:53 0:01:08 0:00:460.00 0.0026 43 63

SR4 SR747 S.Junct. to Glendale Milford Rd. 0.47 40.3832 0:00:53 0.410:01:17 0:01:20 0:01:030.46 0.1722 21 27

SR4 Glendale Milford Rd. to Galbraith Rd. 3.17 98.9432 0:05:57 2.170:08:06 0:06:18 0:07:070.36 1.1723 30 27

SR4 Galbraith Rd. to Seymour Av. 1.46 53.6030 0:02:58 1.670:04:38 0:00:00 0:03:300.00 0.5419 #Error 25

SR4 Seymour Av. to SR562 1.28 19.3231 0:02:31 0.150:02:40 0:00:00 0:03:360.00 1.0929 #Error 21

27.55 0:44:54 0:54:48 1095.020:40:30 0:59:54

Byp 4 NBOhio3.4Corridor.Facility #

Byp 4 SR4 S.Junct. to Union Centre Bl. 1.43 117.4046 0:01:51 0.810:02:40 0:02:57 0:05:371.10 3.7532 29 15

Byp 4 Union Centre Bl. to Tylersville Rd. 1.32 41.8742 0:01:53 0.560:02:27 0:01:55 0:03:460.03 1.8732 41 21

Byp 4 Tylersville Rd. to SR129 1.61 29.9742 0:02:18 0.690:03:00 0:02:30 0:04:440.20 2.4332 39 20

Byp 4 SR129 to SR4 N.Junct. 1.60 23.9642 0:02:17 0.540:02:49 0:03:39 0:03:561.37 1.6534 26 24

5.96 0:08:20 0:10:56 213.190:11:01 0:18:02




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

Byp 4 SBOhio3.4Corridor.Facility #

Byp 4 SR4 N.Junct. to SR129 1.60 63.1542 0:02:19 0.920:03:14 0:03:13 0:03:260.91 1.1230 30 28

Byp 4 SR129 to Tylersville Rd. 1.61 74.1242 0:02:19 2.950:05:17 0:02:25 0:03:290.09 1.1618 40 28

Byp 4 Tylersville Rd. to Union Centre Bl. 1.32 35.8242 0:01:53 1.530:03:25 0:01:49 0:02:070.00 0.2223 44 38

Byp 4 Union Centre Bl. to SR4 S.Junct. 1.43 90.6446 0:01:51 1.540:03:23 0:02:23 0:04:170.53 2.4325 36 20

5.96 0:08:22 0:15:19 263.740:09:50 0:13:19


SR747 SR4 S.Junct. to Sharon Rd. 0.59 37.2632 0:01:05 0.160:01:15 0:02:02 0:01:280.94 0.3828 17 24

SR747 Sharon Rd. to W.Kemper Road 1.03 109.2132 0:01:58 0.600:02:35 0:03:34 0:04:131.60 2.2524 17 15

SR747 W.Kemper Road to I-275 0.48 0.7632 0:00:53 0.000:00:47 0:00:54 0:00:500.01 0.0037 32 34

SR747 I-275 to Crescentville Road 0.56 67.2332 0:01:04 0.340:01:24 0:01:25 0:01:360.36 0.5324 24 21

SR747 Crescentville Road to Mulhauser Rd. 1.02 107.5732 0:01:53 0.210:02:06 0:02:20 0:04:150.44 2.3529 26 14

SR747 Mulhauser Rd. to Union Centre Bl. 1.73 0.0030 0:03:29 0.000:02:29 0:02:47 0:03:010.00 0.0042 37 34

SR747 Union Centre Blvd. to Tylersville Rd. 1.38 1.8021 0:04:03 0.000:02:18 0:03:03 0:04:120.00 0.1536 27 20

SR747 Tylersville Rd. to Hamilton Mason Rd. 0.83 68.4141 0:01:13 0.160:01:23 0:01:14 0:04:380.02 3.4136 40 11

SR747 Hamilton Mason Rd. to SR129 0.53 5.2741 0:00:47 0.170:00:57 0:00:38 0:00:490.00 0.0433 50 39

SR747 SR129 to Princeton Rd. 0.47 13.0133 0:00:51 0.200:01:03 0:00:41 0:01:580.00 1.1227 41 14

SR747 Princeton Rd. to SR4 N.Junct. 2.74 6.1239 0:04:13 0.540:04:46 0:04:01 0:04:370.00 0.3935 41 36

11.36 0:21:30 0:21:02 416.650:22:39 0:31:36




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)


SR747 SR4 N.Junct. to Princeton Rd. 2.74 0.0033 0:04:59 0.000:04:32 0:03:37 0:04:130.00 0.0036 45 39

SR747 Princeton Rd. to SR129 0.46 44.3241 0:00:41 0.360:01:02 0:01:26 0:00:370.75 0.0027 19 46

SR747 SR129 to Hamilton Mason Rd. 0.54 9.1641 0:00:47 0.440:01:14 0:01:01 0:00:460.23 0.0026 32 43

SR747 Hamilton Mason Rd. to Tylersville Rd. 0.82 25.9941 0:01:12 0.810:02:01 0:01:15 0:01:240.04 0.1925 40 36

SR747 Tylersville Rd. to Union Centre Blvd. 1.38 0.0021 0:04:02 0.000:02:19 0:02:25 0:02:060.00 0.0036 34 40

SR747 Union Centre Blvd. to Mulhauser Rd. 1.73 10.1830 0:03:30 0.440:03:56 0:02:45 0:03:160.00 0.0026 38 32

SR747 Mulhauser Rd. to Crescentville Road 1.03 119.3432 0:01:54 0.830:02:44 0:02:11 0:04:120.28 2.3023 28 15

SR747 Crescentville Road to I-275 0.56 90.8132 0:01:03 0.220:01:16 0:01:08 0:03:040.08 2.0226 29 11

SR747 I-275 to W.Kemper Road 0.48 209.6532 0:00:53 0.650:01:32 0:02:48 0:01:461.92 0.8819 10 16

SR747 W.Kemper Road to Sharon Rd. 1.04 158.1632 0:01:59 2.330:04:19 0:04:24 0:02:592.42 1.0014 14 21

SR747 Sharon Rd. to SR4 S.Junct. 0.57 24.8232 0:01:04 0.010:01:05 0:01:32 0:01:510.47 0.7832 22 19

11.35 0:22:04 0:25:58 692.420:24:32 0:26:12

I-74 EBIndiana4.1Corridor.Facility #

I-74 Ripley County to SR1 6.18 10.7669 0:05:23 0.000:05:13 0:05:36 0:05:130.22 0.0071 66 71

I-74 SR1 to US52 5.47 10.6169 0:04:46 0.000:04:41 0:04:58 0:04:400.21 0.0070 66 70

I-74 US52 to IN/OH State Line 2.30 4.8569 0:02:00 0.030:02:02 0:02:04 0:01:590.07 0.0068 67 70

I-74 IN/OH State Line to New Haven Rd 1.60 5.5469 0:01:24 0.000:01:23 0:01:28 0:01:230.07 0.0070 66 70

I-74 New Haven Rd to Dry Fork Rd 1.98 7.1169 0:01:43 0.000:01:42 0:01:48 0:01:420.08 0.0070 66 70

I-74 Dry Fork Rd to I-275 W. Jct 2.29 5.0569 0:02:00 0.020:02:01 0:02:02 0:01:570.04 0.0068 68 71

I-74 I-275 W. Jct to Cleves-Hamilton (SR128) 1.92 14.2569 0:01:40 0.000:01:38 0:01:45 0:01:370.08 0.0070 66 71

I-74 Cleves-Hamilton (SR128) to I-275 E. Jct 1.67 19.0869 0:01:27 0.070:01:31 0:01:31 0:01:290.06 0.0266 66 68

I-74 I-275 E. Jct to Harrison Pk 1.73 10.4369 0:01:30 0.000:01:19 0:01:36 0:01:340.10 0.0679 65 66

I-74 Harrison Pk to North Bend Rd 3.48 38.1467 0:03:07 0.840:03:58 0:03:04 0:02:590.00 0.0053 68 70

I-74 North Bend Rd to Montana Av 2.79 4.0568 0:02:28 0.070:02:32 0:02:28 0:02:250.00 0.0066 68 69

I-74 Montana Av to Colerain Av (US27) 0.98 16.6559 0:01:01 0.190:01:12 0:00:58 0:00:550.00 0.0049 61 65

I-74 Colerain Av (US27) to I-75 0.92 86.3863 0:00:52 0.670:01:33 0:00:57 0:00:570.08 0.0836 58 58

33.32 0:29:20 0:30:44 232.900:30:15 0:28:48




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

I-74 WBOhio4.1Corridor.Facility #

I-74 I-75 to Colerain Av (US27) 0.94 16.5765 0:00:52 0.070:00:56 0:00:48 0:00:570.00 0.0960 70 59

I-74 Colerain Av (US27) to Montana Av 0.98 0.0059 0:01:00 0.000:00:54 0:00:58 0:00:530.00 0.0065 61 67

I-74 Montana Av to North Bend Rd 2.77 0.0062 0:02:41 0.000:02:24 0:02:31 0:02:210.00 0.0069 66 71

I-74 North Bend Rd to Harrison Pk 3.50 9.2069 0:03:03 0.000:03:02 0:03:10 0:03:070.12 0.0669 66 68

I-74 Harrison Pk to I-275 E. Jct 1.76 10.0769 0:01:32 0.020:01:32 0:01:35 0:01:350.06 0.0568 67 67

I-74 I-275 E. Jct to Cleves-Hamilton (SR128) 1.77 11.1369 0:01:32 0.000:01:30 0:01:36 0:01:300.06 0.0070 66 71

I-74 Cleves-Hamilton (SR128) to I-275 W. Jct 1.91 9.9369 0:01:40 0.000:01:39 0:01:43 0:01:400.06 0.0170 67 69

I-74 I-275 W. Jct to Dry Fork Rd 2.29 7.7769 0:01:59 0.000:01:59 0:02:05 0:01:530.09 0.0069 66 73

I-74 Dry Fork Rd to New Haven Rd 1.97 4.6169 0:01:43 0.000:01:43 0:01:46 0:01:400.05 0.0069 67 71

I-74 New Haven Rd to IN/OH State Line 1.61 4.5169 0:01:24 0.010:01:24 0:01:28 0:01:210.06 0.0069 66 72

I-74 IN/OH State Line to US52 2.32 7.6469 0:02:01 0.000:02:01 0:02:07 0:01:570.10 0.0069 66 71

I-74 US52 to SR1 5.46 11.1969 0:04:45 0.000:04:41 0:04:58 0:04:300.22 0.0070 66 73

I-74 SR1 to Ripley County 6.18 11.2969 0:05:22 0.000:05:20 0:05:36 0:05:090.23 0.0070 66 72

33.46 0:29:34 0:29:05 103.900:30:21 0:28:30

Harrison Av. EBOhio4.2Corridor.Facility #

Harrison A I-74 to Race Rd. 2.93 133.5933 0:05:18 1.110:06:25 0:06:34 0:07:061.27 1.8027 27 25

Harrison A Race Rd. to Bridgetown Rd. 0.81 14.8234 0:01:26 0.140:01:35 0:01:47 0:02:010.35 0.5931 27 24

Harrison A Bridgetown Rd. to North Bend Rd. 0.63 83.6829 0:01:18 0.590:01:54 0:02:02 0:02:370.73 1.3120 19 14

Harrison A North Bend Rd. to Montana Av. 0.67 48.8229 0:01:23 0.760:02:09 0:02:03 0:02:180.67 0.9219 20 17

Harrison A Montana Av. to Werk Rd. 0.54 37.6129 0:01:07 0.330:01:27 0:01:32 0:02:050.41 0.9622 21 16

Harrison A Werk Rd. to Queen City Av. 2.87 91.8334 0:05:08 0.980:06:07 0:06:20 0:06:321.20 1.4028 27 26

8.45 0:15:41 0:19:36 410.350:20:18 0:22:39




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

Harrison Av. WBOhio4.2Corridor.Facility #

Harrison A Queen City Av. to Werk Rd. 2.87 62.3834 0:05:08 0.420:05:33 0:05:55 0:06:310.78 1.3731 29 26

Harrison A Werk Rd. to Montana Av. 0.55 20.9329 0:01:08 0.340:01:28 0:01:19 0:01:330.19 0.4222 25 21

Harrison A Montana Av. to North Bend Rd. 0.68 46.8329 0:01:24 0.660:02:03 0:02:00 0:02:290.60 1.0820 20 16

Harrison A North Bend Rd. to Bridgetown Rd. 0.62 96.0129 0:01:17 0.860:02:09 0:02:07 0:02:320.84 1.2517 18 15

Harrison A Bridgetown Rd. to Race Rd. 0.82 21.4034 0:01:27 0.540:02:00 0:01:45 0:02:210.30 0.8925 28 21

Harrison A Race Rd. to I-74 2.97 87.4533 0:05:23 1.530:06:55 0:05:19 0:07:300.00 2.1226 34 24

8.50 0:15:46 0:20:07 334.990:18:25 0:22:55


SR264 US50 to South Rd. 5.82 20.1636 0:09:37 0.910:10:31 0:10:00 0:10:330.39 0.9333 35 33

SR264 South Rd. to Ebenezer Rd. 1.05 46.7734 0:01:52 0.490:02:22 0:02:42 0:03:090.83 1.2727 23 20

SR264 Ebenezer Rd. to Bridgetown Rd. 1.11 1.6929 0:02:18 0.000:01:59 0:02:07 0:02:280.00 0.1734 31 27

SR264 Bridgetown Rd. to Werk Rd. 1.36 329.6334 0:02:24 1.530:03:56 0:05:11 0:05:582.78 3.5621 16 14

SR264 Werk Rd. to Glenmore Av. 0.40 53.5834 0:00:42 0.090:00:48 0:01:19 0:01:160.61 0.5630 18 19

SR264 Glenmore Av. to Cleves Warsaw Pk. 1.50 92.6732 0:02:49 0.490:03:19 0:03:40 0:04:180.85 1.4827 24 21

SR264 Cleves Warsaw Pk. to Rapid Run Rd. 0.56 17.3029 0:01:09 0.000:01:03 0:01:30 0:01:240.35 0.2432 22 24

SR264 Rapid Run Rd. to Quebec Rd. 0.87 123.0732 0:01:38 0.090:01:43 0:03:30 0:02:181.87 0.6630 15 23

SR264 Quebec Rd. to Grand Av. 0.83 110.7730 0:01:38 1.040:02:40 0:04:16 0:01:282.63 0.0019 12 34

SR264 Grand Av. to State/8th 0.77 27.7034 0:01:21 0.590:01:57 0:01:41 0:01:430.33 0.3524 27 27

14.26 0:25:29 0:30:18 823.350:35:56 0:34:32




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)


SR264 State/8th to Grand Av. 0.78 20.1434 0:01:22 0.230:01:37 0:01:40 0:01:460.29 0.3929 28 26

SR264 Grand Av. to Quebec Rd. 0.83 27.6030 0:01:38 0.000:01:33 0:02:24 0:01:430.76 0.0932 21 29

SR264 Quebec Rd. to Rapid Run Rd. 0.87 57.9132 0:01:38 0.520:02:09 0:01:55 0:02:450.29 1.1224 27 19

SR264 Rapid Run Rd. to Cleves Warsaw Pk. 0.55 68.2129 0:01:08 0.000:01:00 0:02:32 0:02:011.39 0.8833 13 16

SR264 Cleves Warsaw Pk. to Glenmore Av. 1.50 94.1932 0:02:49 0.170:03:00 0:03:46 0:04:340.95 1.7430 24 20

SR264 Glenmore Av. to Werk Rd. 0.40 70.9934 0:00:42 1.170:01:52 0:00:56 0:01:270.23 0.7413 26 17

SR264 Werk Rd. to Bridgetown Rd. 1.37 246.2034 0:02:25 1.690:04:07 0:03:59 0:05:371.56 3.1820 21 15

SR264 Bridgetown Rd. to Ebenezer Rd. 1.12 35.4029 0:02:19 0.000:02:14 0:03:16 0:03:330.96 1.2430 21 19

SR264 Ebenezer Rd. to South Rd. 1.05 7.9334 0:01:52 0.220:02:06 0:02:01 0:01:460.15 0.0030 31 36

SR264 South Rd. to US50 5.83 16.5036 0:09:38 0.910:10:32 0:10:01 0:09:590.39 0.3633 35 35

14.29 0:25:32 0:30:09 645.080:32:30 0:35:11

US50 EBIndiana4.4Corridor.Facility #

US50 SR56/SR350 to SR148 0.50 122.5241 0:00:44 0.490:01:13 0:01:47 0:01:341.06 0.8324 17 19

US50 SR148 to SR48 2.99 141.6642 0:04:16 0.650:04:56 0:05:16 0:05:060.99 0.8236 34 35

US50 SR48 to Lawrenceburg Main 0.24 61.1441 0:00:21 0.420:00:47 0:00:41 0:00:260.33 0.0819 21 33

US50 Lawrenceburg Main to Argosy 0.87 47.1241 0:01:17 0.300:01:35 0:01:31 0:01:320.24 0.2633 35 34

US50 Argosy to I-275 Connector 1.42 99.5941 0:02:04 0.840:02:55 0:02:30 0:02:270.43 0.3829 34 35

6.02 0:08:42 0:11:24 472.040:11:45 0:11:04

US50 WBIndiana4.4Corridor.Facility #

US50 I-275 Connector to Argosy 1.42 0.0041 0:02:04 0.000:02:01 0:01:52 0:02:030.00 0.0042 45 41

US50 Argosy to Lawrenceburg Main 0.87 114.0641 0:01:17 0.560:01:50 0:01:50 0:02:100.56 0.8928 29 24

US50 Lawrenceburg Main to SR48 0.24 56.5141 0:00:21 0.150:00:30 0:00:35 0:00:570.23 0.5929 25 15

US50 SR48 to SR148 2.99 220.1442 0:04:16 0.480:04:46 0:05:12 0:07:470.93 3.5038 35 23

US50 SR148 to SR56/SR350 0.50 195.7041 0:00:44 1.570:02:18 0:02:05 0:01:481.36 1.0713 14 17

6.02 0:08:42 0:11:25 586.410:11:34 0:14:44




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)


I-275 US50 Connector to IN/OH State Line 1.89 1.8567 0:01:41 0.040:01:44 0:01:35 0:01:430.00 0.0266 72 67

I-275 IN/OH State Line to Kilby Rd 3.99 0.0064 0:03:44 0.000:03:35 0:03:26 0:03:380.00 0.0067 70 66

I-275 Kilby Rd to I-74 (US52 W. Jct) 3.20 0.0059 0:03:17 0.000:02:52 0:02:54 0:02:550.00 0.0067 66 66

I-275 I-74 (US52 W. Jct) to Cleves-Hamilton (SR128) 1.85 0.0060 0:01:51 0.000:01:47 0:01:36 0:01:400.00 0.0062 69 67

I-275 Cleves-Hamilton (SR128) to I-74 (US52 E. jct) 1.71 0.0059 0:01:45 0.000:01:34 0:01:35 0:01:340.00 0.0065 65 65

I-275 I-74 (US52 E. Jct) to Reagan Hwy 2.73 0.0053 0:03:06 0.000:02:27 0:02:31 0:02:270.00 0.0067 65 67

I-275 Reagan Hwy to Colerain Av (US27/SR126) 2.56 31.0169 0:02:14 0.040:02:16 0:02:22 0:02:170.14 0.0568 65 67

I-275 Colerain Av (US27/SR126) to Hamilton Av (US127) 2.82 46.4069 0:02:27 0.140:02:35 0:02:35 0:02:330.13 0.0965 66 66

I-275 Hamilton Av (US127) to Winton Rd 2.42 56.1669 0:02:06 0.140:02:14 0:02:15 0:02:110.15 0.0865 64 66

I-275 Winton Rd to Springfield Pk (SR4) 2.16 90.0869 0:01:53 0.290:02:10 0:02:04 0:02:030.19 0.1760 63 63

I-275 Springfield Pk (SR4) to Princeton Pk (SR747) 1.00 11.2268 0:00:53 0.060:00:57 0:00:53 0:00:530.01 0.0163 68 68

I-275 Princeton Pk (SR747) to I-75 1.36 30.5568 0:01:12 0.000:01:12 0:01:15 0:01:180.05 0.1268 66 62

I-275 I-75 to Mosteller Rd 0.71 44.0068 0:00:38 0.060:00:42 0:00:40 0:00:530.03 0.2662 65 48

I-275 Mosteller Rd to Lebanon Rd (US42) 1.89 110.1669 0:01:39 0.070:01:43 0:01:45 0:02:260.09 0.7866 65 47

I-275 Lebanon Rd (US42) to Reed Hartman Hwy 1.43 82.6769 0:01:15 0.160:01:24 0:01:20 0:01:400.08 0.4161 65 52

I-275 Reed Hartman Hwy to I-71 1.45 106.0168 0:01:17 0.040:01:19 0:01:18 0:02:140.02 0.9666 67 39

33.17 0:30:57 0:30:31 610.110:30:02 0:32:22




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

I-275 WBOhio5.1Corridor.Facility #

I-275 I-71 to Reed Hartman Hwy 1.46 33.4868 0:01:17 0.100:01:23 0:01:23 0:01:190.10 0.0363 63 66

I-275 Reed Hartman Hwy to Lebanon Rd (US42) 1.44 47.1969 0:01:15 0.080:01:20 0:01:21 0:01:210.09 0.0965 64 64

I-275 Lebanon Rd (US42) to Mosteller Rd 1.88 40.9369 0:01:38 0.200:01:50 0:01:36 0:01:460.00 0.1362 71 64

I-275 Mosteller Rd to I-75 0.71 28.9968 0:00:37 0.060:00:41 0:00:38 0:00:470.01 0.1562 67 55

I-275 I-75 to Princeton Pk (SR747) 1.36 43.8368 0:01:12 0.160:01:21 0:01:13 0:01:170.02 0.0860 67 64

I-275 Princeton Pk (SR747) to Springfield Pk (SR4) 1.01 45.5468 0:00:53 0.110:01:00 0:00:57 0:00:580.06 0.0860 64 62

I-275 Springfield Pk (SR4) to Winton Rd 2.16 40.0169 0:01:53 0.170:02:03 0:01:53 0:02:030.01 0.1763 69 63

I-275 Winton Rd to Hamilton Av (US127) 2.41 34.4369 0:02:06 0.170:02:16 0:01:58 0:02:150.00 0.1664 73 64

I-275 Hamilton Av (US127) to Colerain Av (US27/SR126) 2.83 49.6669 0:02:28 0.230:02:41 0:02:31 0:02:390.06 0.1963 67 64

I-275 Colerain Av (US27/SR126) to Reagan Hwy 2.56 18.7669 0:02:14 0.080:02:18 0:02:17 0:02:210.06 0.1167 67 66

I-275 Reagan Hwy to I-74 (US52 E. Jct) 2.71 0.0059 0:02:46 0.000:02:39 0:02:26 0:02:250.00 0.0061 67 67

I-275 I-74 (US52 E. Jct) to Cleves-Hamilton (SR128) 1.72 13.0259 0:01:46 0.000:01:39 0:01:33 0:02:030.00 0.2963 67 50

I-275 Cleves-Hamilton (SR128) to I-74 (US52 W. jct) 2.02 92.9364 0:01:54 0.100:01:59 0:01:56 0:03:350.04 1.6961 63 34

I-275 I-74 (US52 W. Jct) to Kilby Rd 3.27 0.0048 0:04:06 0.000:02:56 0:02:52 0:02:590.00 0.0067 69 66

I-275 Kilby Rd to IN/OH State Line 3.99 15.8969 0:03:28 0.150:03:37 0:03:19 0:03:480.00 0.3366 72 63

I-275 IN/OH State Line to US50 Connector 1.89 8.9169 0:01:39 0.100:01:45 0:01:35 0:01:480.00 0.1565 72 63

33.42 0:31:11 0:31:30 513.580:29:28 0:33:22




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

Kemper Rd. EBOhio5.2Corridor.Facility #

Kemper R US127 to Mill Rd. 1.12 5.5832 0:02:06 0.420:02:31 0:02:06 0:02:110.00 0.0827 32 31

Kemper R Mill Rd. to Winton Rd. 1.27 58.7033 0:02:17 0.790:03:05 0:03:24 0:03:141.11 0.9525 22 24

Kemper R Winton Rd. to SR4 2.08 51.0633 0:03:48 0.710:04:31 0:05:02 0:04:091.23 0.3428 25 30

Kemper R SR4 to Northland Bl. 0.65 93.7334 0:01:08 1.840:02:59 0:02:38 0:01:591.49 0.8413 15 20

Kemper R Northland Bl. to SR747 0.34 16.8131 0:00:39 0.110:00:46 0:00:42 0:01:240.04 0.7426 29 14

Kemper R SR747 to Chester Rd. 1.30 258.5834 0:02:18 0.500:02:47 0:04:58 0:04:522.67 2.5728 16 16

Kemper R Chester Rd. to Mosteller Rd. 0.73 30.5834 0:01:17 0.160:01:27 0:01:37 0:02:100.33 0.8830 27 20

Kemper R Mosteller Rd. to Reading Rd. 1.03 44.3234 0:01:49 0.680:02:30 0:02:29 0:02:540.67 1.0825 25 21

Kemper R Reading Rd. to US42 0.46 9.7734 0:00:49 0.070:00:53 0:01:10 0:01:160.35 0.4531 24 22

8.98 0:16:12 0:21:28 569.130:24:06 0:24:08

Kemper Rd. WBOhio5.2Corridor.Facility #

Kemper R US42 to Reading Rd. 0.46 18.6234 0:00:48 0.450:01:15 0:01:16 0:01:440.46 0.9322 22 16

Kemper R Reading Rd. to Mosteller Rd. 1.03 16.3034 0:01:49 0.210:02:01 0:02:00 0:02:250.19 0.6031 31 26

Kemper R Mosteller Rd. to Chester Rd. 0.72 70.1534 0:01:16 0.760:02:02 0:02:15 0:02:140.98 0.9521 19 19

Kemper R Chester Rd. to SR747 1.30 259.5234 0:02:17 1.270:03:34 0:04:14 0:05:371.95 3.3322 18 14

Kemper R SR747 to Northland Bl. 0.34 34.5231 0:00:40 0.260:00:56 0:01:08 0:01:110.47 0.5222 18 17

Kemper R Northland Bl. to SR4 0.64 106.6234 0:01:08 0.960:02:06 0:02:35 0:04:151.45 3.1118 15 9

Kemper R SR4 to Winton Rd. 2.09 51.3833 0:03:48 0.790:04:36 0:04:21 0:05:450.55 1.9427 29 22

Kemper R Winton Rd. to Mill Rd. 1.27 38.1733 0:02:17 0.000:02:15 0:03:18 0:02:521.02 0.5934 23 26

Kemper R Mill Rd. to US127 1.13 16.3432 0:02:07 0.230:02:21 0:02:30 0:02:500.38 0.7129 27 24

8.97 0:16:11 0:21:06 611.620:23:37 0:28:52




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)


I-71 Ohio River to I-75 0.19 0.4659 0:00:12 0.000:00:12 0:00:01 0:00:120.00 0.0058 696 58

I-71 I-75 to I-471 1.67 87.3354 0:01:52 0.180:02:03 0:02:03 0:01:590.18 0.1149 49 51

I-71 I-471 to Reading Rd 0.68 30.2665 0:00:37 0.090:00:43 0:00:42 0:00:420.08 0.0757 58 59

I-71 Reading Rd to W.H. Taft Rd 0.75 29.8665 0:00:42 0.040:00:44 0:00:46 0:00:480.07 0.1061 59 57

I-71 W.H. Taft Rd to Dana Av 2.73 124.9168 0:02:24 0.090:02:30 0:02:39 0:02:520.24 0.4666 62 57

I-71 Dana Av to Smith Rd 0.73 98.3365 0:00:40 0.060:00:44 0:00:42 0:01:270.03 0.7759 62 30

I-71 Smith Rd to SR562 1.28 215.3965 0:01:11 0.030:01:13 0:01:15 0:02:450.07 1.5663 61 28

I-71 SR562 to Kennedy Av 0.73 43.7865 0:00:40 0.030:00:42 0:00:43 0:00:580.04 0.2863 61 46

I-71 Kennedy Av to Red Bank Rd 1.16 79.1767 0:01:03 0.030:01:05 0:01:09 0:01:310.10 0.4865 61 46

I-71 Red Bank Rd to Stewart Rd 0.81 84.6467 0:00:44 0.050:00:47 0:00:43 0:01:180.00 0.5763 68 38

I-71 Stewart Rd to Kenwood Rd 1.11 76.7166 0:01:00 0.080:01:05 0:01:05 0:01:230.08 0.3861 61 48

I-71 Kenwood Rd to US22/SR3 0.62 23.8665 0:00:35 0.020:00:36 0:00:36 0:00:430.02 0.1362 62 53

I-71 US22/SR3 to Reagan Hwy (SR126) 1.70 96.0568 0:01:30 0.100:01:36 0:01:37 0:02:000.12 0.5064 63 51

I-71 Reagan Hwy (SR126) to Pfeiffer Rd 1.69 187.1369 0:01:28 0.270:01:44 0:01:36 0:02:310.13 1.0458 63 40

I-71 Pfeiffer Rd to I-275 1.69 109.6269 0:01:28 0.050:01:31 0:01:39 0:02:020.18 0.5667 62 50

I-71 I-275 to Fields Ertel Rd 2.38 87.9369 0:02:04 0.150:02:14 0:02:10 0:02:210.09 0.2864 66 61

I-71 Fields Ertel Rd to Western Row Rd 3.62 57.5369 0:03:09 0.000:03:06 0:03:22 0:03:200.22 0.1870 65 65

I-71 Western Row Rd to Kings Mill Rd (SR741) 1.78 16.4669 0:01:33 0.000:01:31 0:01:39 0:01:360.10 0.0570 65 67

I-71 Kings Mill Rd (SR741) to SR48 3.04 28.2869 0:02:39 0.040:02:41 0:02:51 0:02:430.20 0.0668 64 67

I-71 SR48 to SR123 4.20 44.3569 0:03:39 0.150:03:49 0:03:59 0:03:510.33 0.1966 63 66

I-71 SR123 to Wilmington Rd 4.18 18.2067 0:03:46 0.000:03:46 0:03:57 0:03:480.19 0.0367 64 66

I-71 Wilmington Rd to Clinton County Line 5.44 32.4769 0:04:44 0.050:04:47 0:05:03 0:04:480.32 0.0668 65 68

42.20 0:37:41 0:39:07 1572.730:40:17 0:45:33




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)


I-71 Clinton County Line to Wilmington Rd 5.42 39.5469 0:04:43 0.090:04:49 0:05:05 0:04:520.37 0.1568 64 67

I-71 Wilmington Rd to SR123 4.18 39.7569 0:03:38 0.040:03:41 0:03:57 0:03:550.31 0.2768 64 64

I-71 SR123 to SR48 4.20 3.4469 0:03:39 0.000:03:37 0:03:40 0:03:440.01 0.0770 69 68

I-71 SR48 to Kings Mill Rd (SR741) 3.05 49.7669 0:02:39 0.020:02:40 0:03:00 0:02:440.35 0.0768 61 67

I-71 Kings Mill Rd (SR741) to Western Row Rd 1.79 9.5469 0:01:33 0.040:01:36 0:01:35 0:01:370.03 0.0667 68 66

I-71 Western Row Rd to Fields Ertel Rd 3.61 850.3769 0:03:08 0.010:03:09 0:07:19 0:03:204.18 0.2069 30 65

I-71 Fields Ertel Rd to I-275 2.38 49.8769 0:02:04 0.170:02:15 0:01:11 0:02:150.00 0.1764 121 64

I-71 I-275 to Pfeiffer Rd 1.71 364.8569 0:01:29 0.080:01:34 0:01:35 0:04:210.10 2.8665 65 24

I-71 Pfeiffer Rd to Reagan Hwy (SR126) 1.69 154.7269 0:01:28 0.060:01:31 0:01:36 0:02:280.13 1.0066 63 41

I-71 Reagan Hwy (SR126) to US22/SR3 1.72 80.1169 0:01:30 0.060:01:34 0:01:39 0:01:450.15 0.2466 63 59

I-71 US22/SR3 to Kenwood Rd 0.62 10.8765 0:00:34 0.050:00:37 0:00:34 0:00:370.00 0.0560 65 60

I-71 Kenwood Rd to Stewart Rd 1.11 74.3468 0:00:59 0.090:01:04 0:01:05 0:01:120.10 0.2262 61 55

I-71 Stewart Rd to Red Bank Rd 0.80 37.4168 0:00:43 0.030:00:45 0:00:44 0:00:530.02 0.1765 66 55

I-71 Red Bank Rd to Kennedy Av 1.19 50.4065 0:01:06 0.040:01:08 0:01:08 0:01:210.04 0.2663 63 52

I-71 Kennedy Av to SR562 0.73 54.6165 0:00:40 0.070:00:44 0:00:47 0:00:450.11 0.0959 56 57

I-71 SR562 to Smith Rd 1.30 108.5665 0:01:12 0.090:01:18 0:01:19 0:01:400.12 0.4660 59 47

I-71 Smith Rd to Dana Av 0.72 29.5065 0:00:40 0.030:00:42 0:00:44 0:00:420.07 0.0462 59 61

I-71 Dana Av to W.H. Taft Rd 2.76 184.9069 0:02:24 0.300:02:42 0:02:46 0:02:440.36 0.3261 60 61

I-71 W.H. Taft Rd to Reading Rd 0.77 34.1568 0:00:41 0.040:00:43 0:00:48 0:00:470.12 0.1064 58 59

I-71 Reading Rd to I-471 0.68 15.2165 0:00:38 0.020:00:39 0:00:40 0:00:420.04 0.0763 61 58

I-71 I-471 to I-75 1.79 2.5448 0:02:14 0.000:02:02 0:02:15 0:02:150.01 0.0053 48 48

I-71 I-75 to Ohio River 0.19 3.7550 0:00:14 0.020:00:15 0:00:12 0:00:150.00 0.0147 58 48

42.42 0:37:57 0:39:03 2248.210:43:39 0:44:51




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)


US22 Duck Creek Rd. to Dana Av. 0.38 22.9234 0:00:40 0.740:01:25 0:00:45 0:01:170.08 0.6016 31 18

US22 Dana Av. to Sherman Av. 1.16 89.4425 0:02:48 0.900:03:42 0:04:53 0:04:282.09 1.6719 14 16

US22 Sherman Av. to SR561/SR562 0.25 50.7731 0:00:29 0.460:00:57 0:01:29 0:01:150.99 0.7616 10 12

US22 SR561/SR562 to Ridge Av. 2.03 97.0731 0:03:56 1.050:04:59 0:05:28 0:05:391.54 1.7225 22 22

US22 Ridge Av. to Stewart Rd. 1.96 63.8431 0:03:48 0.720:04:32 0:04:24 0:05:200.60 1.5226 27 22

US22 Stewart Rd. to Kenwood Rd. 0.85 89.0732 0:01:35 0.480:02:05 0:02:53 0:02:191.29 0.7325 18 22

US22 Kenwood Rd. to I-71 0.37 115.6834 0:00:39 0.550:01:12 0:01:45 0:01:241.10 0.7618 13 16

US22 I-71 to Galbraith Rd. 0.46 39.2531 0:00:53 0.320:01:12 0:01:16 0:01:170.39 0.4123 22 21

US22 Galbraith Rd. to SR126 S.Junct. 1.43 14.0528 0:03:01 0.650:03:40 0:02:29 0:02:250.00 0.0023 34 36

US22 SR126 S.Junct. to Remington Rd.(SR126) 0.36 33.1132 0:00:40 0.590:01:16 0:00:52 0:01:050.19 0.4017 25 20

US22 Remington Rd.(SR126) to Pfeiffer Rd. 1.52 18.7133 0:02:47 0.080:02:52 0:02:36 0:03:380.00 0.8432 35 25

US22 Pfeiffer Rd. to I-275 0.95 144.8434 0:01:41 1.140:02:50 0:02:20 0:04:410.64 2.9920 24 12

US22 I-275 to E.Kemper Rd. 1.00 109.2138 0:01:35 0.520:02:07 0:02:45 0:03:131.16 1.6328 22 19

US22 E.Kemper Rd. to Mason-Montgomery Rd. 0.90 6.3536 0:01:30 0.000:01:22 0:01:26 0:01:480.00 0.2940 38 30

US22 Mason-Montgomery Rd. to Fields-Ertel Rd. 1.08 82.7036 0:01:48 0.350:02:09 0:03:06 0:03:111.31 1.3830 21 20

US22 Fields-Ertel Rd. to Columbia Rd. 1.49 26.4628 0:03:09 0.000:02:19 0:02:39 0:04:570.00 1.7939 34 18

US22 Columbia Rd. to SR48 3.98 16.2442 0:05:43 0.300:06:01 0:04:57 0:06:270.00 0.7340 48 37

20.16 0:36:44 0:44:36 1019.720:46:03 0:54:21




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)


US22 SR48 to Columbia Rd. 3.99 65.0742 0:05:43 1.000:06:43 0:06:52 0:06:071.15 0.4036 35 39

US22 Columbia Rd. to Fields-Ertel Rd. 1.48 2.3528 0:03:09 0.000:02:47 0:02:46 0:03:190.00 0.1632 32 27

US22 Fields-Ertel Rd. to Mason-Montgomery Rd. 1.07 12.0836 0:01:47 0.180:01:58 0:01:53 0:02:040.09 0.2733 34 31

US22 Mason-Montgomery Rd. to E.Kemper Rd. 0.90 40.0636 0:01:30 0.720:02:14 0:01:16 0:02:220.00 0.8624 43 23

US22 E.Kemper Rd. to I-275 1.00 146.5438 0:01:35 0.810:02:24 0:02:02 0:06:220.45 4.7825 30 9

US22 I-275 to Pfeiffer Rd. 0.95 113.4234 0:01:42 1.050:02:45 0:02:26 0:03:150.74 1.5421 23 18

US22 Pfeiffer Rd. to Remington Rd.(SR126) 1.52 82.0233 0:02:47 0.970:03:46 0:03:27 0:03:590.67 1.2024 26 23

US22 Remington Rd.(SR126) to SR126 S.Junct. 0.36 22.1432 0:00:40 0.120:00:48 0:00:52 0:01:090.20 0.4727 25 19

US22 SR126 S.Junct. to Galbraith Rd. 1.43 68.9228 0:03:01 0.000:02:54 0:04:47 0:02:581.76 0.0030 18 29

US22 Galbraith Rd. to I-71 0.45 32.5031 0:00:52 0.510:01:23 0:01:02 0:01:160.16 0.4020 26 21

US22 I-71 to Kenwood Rd. 0.37 107.9134 0:00:39 0.930:01:35 0:01:37 0:00:570.96 0.2914 14 23

US22 Kenwood Rd. to Stewart Rd. 0.85 41.4932 0:01:35 0.490:02:05 0:02:03 0:01:540.47 0.3224 25 27

US22 Stewart Rd. to Ridge Av. 1.94 55.3931 0:03:47 0.580:04:22 0:04:38 0:04:200.86 0.5527 25 27

US22 Ridge Av. to SR561/SR562 2.03 79.6731 0:03:56 1.120:05:03 0:04:52 0:05:470.94 1.8524 25 21

US22 SR561/SR562 to Sherman Av. 0.25 77.6931 0:00:30 0.690:01:11 0:01:53 0:02:001.39 1.5013 8 8

US22 Sherman Av. to Dana Av. 1.16 7.8425 0:02:48 0.000:02:17 0:02:48 0:03:290.01 0.6830 25 20

US22 Dana Av. to Duck Creek Rd. 0.38 11.4734 0:00:40 0.160:00:50 0:00:53 0:00:500.21 0.1627 26 27

20.13 0:36:42 0:45:03 966.540:46:07 0:52:04


US42 Dorchester Av. (I-71 ramp) to Burnet Av. 0.60 44.1732 0:01:07 0.570:01:41 0:01:34 0:01:050.45 0.0021 23 33

US42 Burnet Av. to W.H.Taft Rd. 0.19 6.6734 0:00:20 0.310:00:38 0:00:20 0:00:220.01 0.0418 33 30

US42 W.H.Taft Rd. to MLK Dr. 0.46 51.7534 0:00:49 0.270:01:05 0:01:38 0:00:580.82 0.1526 17 29

US42 MLK Dr. to Forest/Rockdale 0.74 54.6832 0:01:24 0.000:01:24 0:01:58 0:02:330.57 1.1632 23 17

US42 Forest/Rockdale to Clinton Springs 0.77 48.2133 0:01:25 0.340:01:46 0:01:54 0:02:170.48 0.8626 24 20

US42 Clinton Springs to SR4 (Paddock Rd) 0.27 5.7934 0:00:28 0.000:00:28 0:00:33 0:00:340.08 0.0934 29 29

3.03 0:05:32 0:07:01 211.270:07:57 0:07:48




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)


US42 SR4 (Paddock Rd) to Clinton Springs 0.27 38.0734 0:00:28 0.230:00:42 0:00:50 0:01:090.36 0.6823 19 14

US42 Clinton Springs to Forest/Rockdale 0.77 94.3533 0:01:24 0.800:02:13 0:02:38 0:02:121.23 0.7921 17 21

US42 Forest/Rockdale to MLK Dr. 0.75 59.0532 0:01:24 1.080:02:29 0:01:29 0:02:300.09 1.0918 30 18

US42 MLK Dr. to W.H.Taft Rd. 0.46 96.2134 0:00:49 1.140:01:58 0:01:39 0:01:550.84 1.1014 17 14

US42 W.H.Taft Rd. to Burnet Av. 0.18 15.2734 0:00:20 0.110:00:26 0:00:39 0:00:280.32 0.1326 17 24

US42 Burnet Av. to Dorchester Av.(I-71 ramp) 0.60 61.2932 0:01:07 0.000:01:07 0:02:04 0:01:240.95 0.2833 17 26

3.02 0:05:32 0:08:53 364.240:09:19 0:09:37


I-275 US50 Connector to IN/KY State Line 1.35 10.1469 0:01:10 0.150:01:19 0:01:11 0:01:150.01 0.0861 68 65

I-275 IN/KY State Line to Petersburg Rd 2.35 0.0064 0:02:12 0.000:02:11 0:02:02 0:02:100.00 0.0065 69 65

I-275 Petersburg Rd to KY237 4.42 2.2169 0:03:51 0.000:03:50 0:03:38 0:03:550.00 0.0769 73 68

I-275 KY237 to Airport (KY212) 3.07 0.0046 0:04:00 0.000:02:40 0:02:35 0:02:460.00 0.0069 71 67

I-275 Airport (KY212) to Mineola Pk (KY3076) 1.97 9.1969 0:01:43 0.060:01:46 0:01:43 0:01:460.01 0.0667 69 67

I-275 Mineola Pk (KY3076) to I-71/75 2.01 21.7669 0:01:45 0.060:01:49 0:01:46 0:01:560.02 0.1967 68 62

I-275 I-71/75 to Dixie Hwy (US25-42-127) 1.29 2.9768 0:01:08 0.000:01:02 0:01:09 0:01:080.01 0.0075 67 69

I-275 Dixie Hwy (US25-42-127) to Turkeyfoot Rd (KY1303) 0.47 9.3468 0:00:25 0.020:00:26 0:00:27 0:00:260.04 0.0165 62 66

I-275 Turkeyfoot Rd (KY1303) to Madison Pk (KY17) 1.98 4.5967 0:01:46 0.010:01:46 0:01:45 0:01:490.00 0.0567 68 66

I-275 Madison Pk (KY17) to Taylor Mill Rd (KY16) 1.29 7.6767 0:01:09 0.050:01:12 0:01:09 0:01:110.00 0.0264 67 66

I-275 Taylor Mill Rd (KY16) to AA Highway (KY9) 1.68 8.5368 0:01:29 0.060:01:32 0:01:27 0:01:300.00 0.0266 70 67

I-275 AA Highway (KY9) to I-471 2.16 18.3568 0:01:54 0.110:02:01 0:01:56 0:01:560.04 0.0564 67 67

I-275 I-471 to Ohio River 1.80 10.5968 0:01:35 0.110:01:42 0:01:34 0:01:370.00 0.0264 69 67

25.83 0:24:06 0:23:15 105.330:22:22 0:23:22




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

I-275 WBKentucky7.1Corridor.Facility #

I-275 Ohio River to I-471 1.81 0.0066 0:01:39 0.000:01:39 0:01:35 0:01:330.00 0.0066 68 70

I-275 I-471 to AA Highway (KY9) 2.20 14.9169 0:01:55 0.070:01:59 0:01:57 0:01:570.03 0.0366 68 68

I-275 AA Highway (KY9) to Taylor Mill Rd (KY16) 1.68 6.5769 0:01:28 0.050:01:31 0:01:26 0:01:280.00 0.0067 70 69

I-275 Taylor Mill Rd (KY16) to Madison Pk (KY17) 1.28 6.4065 0:01:11 0.040:01:13 0:01:07 0:01:120.00 0.0263 69 64

I-275 Madison Pk (KY17) to Turkeyfoot Rd (KY1303) 1.99 0.0045 0:02:40 0.000:01:53 0:01:42 0:01:560.00 0.0064 70 62

I-275 Turkeyfoot Rd (KY1303) to Dixie Hwy (US25-42-127) 0.46 7.6365 0:00:26 0.020:00:27 0:00:27 0:00:270.02 0.0262 62 62

I-275 Dixie Hwy (US25-42-127) to I-71/75 1.28 0.0044 0:01:44 0.000:01:07 0:01:01 0:01:090.00 0.0069 76 67

I-275 I-71/75 to Mineola Pk (KY3076) 2.01 17.7069 0:01:45 0.050:01:48 0:01:47 0:01:490.04 0.0767 68 66

I-275 Mineola Pk (KY3076) to Airport (KY212) 1.96 12.8669 0:01:42 0.030:01:44 0:01:44 0:01:480.03 0.0968 68 66

I-275 Airport (KY212) to KY237 3.08 9.9769 0:02:41 0.110:02:47 0:02:39 0:02:460.00 0.0966 70 67

I-275 KY237 to Petersburg Rd 4.41 10.3269 0:03:50 0.110:03:57 0:03:37 0:04:010.00 0.1867 73 66

I-275 Petersburg Rd to IN/KY State Line 2.35 8.9969 0:02:02 0.080:02:07 0:02:02 0:02:140.00 0.1867 69 63

I-275 IN/KY State Line to US50 Connector 1.35 0.0364 0:01:16 0.000:01:14 0:01:10 0:01:160.00 0.0066 69 64

25.86 0:24:19 0:23:26 95.380:22:14 0:23:35


I-275 Ohio River to Kellogg Av (US52 W.) 0.50 0.9269 0:00:26 0.000:00:26 0:00:23 0:00:270.00 0.0169 78 67

I-275 Kellogg Av (US52 W.) to US52 E. 1.68 10.0869 0:01:28 0.060:01:31 0:01:27 0:01:310.00 0.0666 70 66

I-275 US52 E. to Five Mile Rd 2.30 278.8869 0:02:00 0.020:02:01 0:03:44 0:01:581.73 0.0068 37 70

I-275 Five Mile Rd to Ohio Pike (SR125) 3.23 16.2369 0:02:48 0.140:02:57 0:02:50 0:02:530.03 0.0766 68 67

I-275 Ohio Pike (SR125) to SR32 2.49 1.9369 0:02:10 0.000:02:10 0:02:04 0:02:120.00 0.0369 72 68

I-275 SR32 to US50 4.32 2.6469 0:03:45 0.000:03:33 0:03:37 0:03:480.00 0.0473 72 68

I-275 US50 to Goshen Rd (SR28) 1.90 23.6369 0:01:39 0.060:01:43 0:01:45 0:01:460.10 0.1167 65 65

I-275 Goshen Rd (SR28) to Wards Corner Rd 3.02 13.4869 0:02:38 0.080:02:43 0:02:37 0:02:440.00 0.0967 69 67

I-275 Wards Corner Rd to Loveland-Madeira Rd 1.49 13.5469 0:01:18 0.050:01:21 0:01:16 0:01:230.00 0.0966 71 65

I-275 Loveland-Madeira Rd to Montgomery Rd (US22) 2.64 23.6869 0:02:19 0.120:02:26 0:02:19 0:02:240.01 0.0965 68 66

I-275 Montgomery Rd (US22) to I-71 0.97 28.0369 0:00:51 0.060:00:55 0:00:56 0:00:540.08 0.0564 62 65

24.55 0:21:22 0:21:45 413.020:22:58 0:21:59




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)


I-275 I-71 to Montgomery Rd (US22) 0.97 21.8868 0:00:51 0.040:00:54 0:00:49 0:01:020.00 0.1865 71 56

I-275 Montgomery Rd (US22) to Loveland-Madeira Rd 2.65 31.9968 0:02:20 0.100:02:26 0:02:09 0:02:340.00 0.2265 74 62

I-275 Loveland-Madeira Rd to Wards Corner Rd 1.49 17.6369 0:01:18 0.070:01:22 0:01:19 0:01:220.02 0.0766 68 66

I-275 Wards Corner Rd to Goshen Rd (SR28) 3.00 70.0469 0:02:36 0.130:02:44 0:02:43 0:03:060.11 0.4966 66 58

I-275 Goshen Rd (SR28) to US50 1.93 14.1069 0:01:40 0.000:01:40 0:01:43 0:01:470.04 0.1070 67 65

I-275 US50 to SR32 4.22 101.5469 0:03:40 0.130:03:48 0:04:03 0:04:020.38 0.3667 63 63

I-275 SR32 to Ohio Pike (SR125) 2.48 58.7169 0:02:10 0.070:02:14 0:02:20 0:02:290.17 0.3267 64 60

I-275 Ohio Pike (SR125) to Five Mile Rd 3.21 16.4169 0:02:47 0.040:02:50 0:02:39 0:03:030.00 0.2568 73 63

I-275 Five Mile Rd to US52 E. 2.11 25.5969 0:01:50 0.080:01:55 0:01:55 0:02:080.08 0.3066 66 59

I-275 US52 E. to Kellogg Av (US52 W.) 1.68 10.5669 0:01:28 0.010:01:29 0:01:22 0:01:370.00 0.1568 74 63

I-275 Kellogg Av (US52 W.) to Ohio River 0.49 5.1869 0:00:26 0.020:00:27 0:00:25 0:00:280.00 0.0465 70 63

24.23 0:21:07 0:21:47 373.610:21:27 0:23:35




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)


US127 Spring Grove Av. to Ashtree Dr. 1.52 31.8331 0:02:55 0.320:03:15 0:03:14 0:03:530.31 0.9528 28 23

US127 Ashtree Dr. to North Bend Rd. 1.79 59.1431 0:03:30 0.910:04:25 0:04:04 0:04:220.56 0.8624 26 25

US127 North Bend Rd. to Galbraith Rd. 1.04 37.8634 0:01:50 0.380:02:13 0:02:15 0:02:150.42 0.4228 28 28

US127 Galbraith Rd. to SR126 0.55 59.2133 0:01:00 0.710:01:43 0:01:32 0:01:300.53 0.4919 21 22

US127 SR126 to Compton Rd. 0.47 109.1232 0:00:53 0.800:01:41 0:01:53 0:01:461.01 0.8817 15 16

US127 Compton Rd. to Mill Rd. 1.23 64.3833 0:02:15 0.560:02:49 0:02:52 0:03:270.62 1.2026 26 21

US127 Mill Rd. to Springdale Rd. 0.84 31.0133 0:01:32 0.000:01:26 0:02:07 0:02:140.59 0.7035 24 23

US127 Springdale Rd. to Waycross Rd. 1.43 70.4633 0:02:34 0.600:03:11 0:03:27 0:04:250.88 1.8427 25 19

US127 Waycross Rd. to I-275 0.37 17.7434 0:00:39 0.050:00:43 0:00:37 0:01:210.00 0.6931 36 17

US127 I-275 to Kemper Rd. 1.03 74.0132 0:01:56 1.070:03:00 0:01:50 0:03:430.00 1.7921 34 17

US127 Kemper Rd. to John Gray Rd. 0.57 10.0834 0:01:00 0.390:01:24 0:00:42 0:01:000.00 0.0024 49 34

US127 John Gray Rd. to Nilles Rd. 2.08 60.4432 0:03:53 0.030:03:55 0:04:49 0:04:420.93 0.8032 26 27

US127 Nilles Rd. to Dixie Hwy/MLK Bl. 3.26 121.4235 0:05:40 2.330:08:00 0:06:26 0:07:430.77 2.0524 30 25

US127 Dixie Hwy/MLK Bl. to SR128 0.68 11.4333 0:01:13 0.270:01:29 0:01:09 0:01:340.00 0.3527 35 26

16.84 0:30:51 0:39:11 758.120:36:57 0:43:52




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)


US127 SR128 to Dixie Hwy/MLK Bl. 0.68 3.1033 0:01:14 0.030:01:16 0:01:03 0:01:230.00 0.1532 39 30

US127 Dixie Hwy/MLK Bl. to Nilles Rd. 3.25 155.8735 0:05:40 1.620:07:17 0:07:33 0:07:571.89 2.2927 26 25

US127 Nilles Rd. to John Gray Rd. 2.07 0.0032 0:03:53 0.000:03:26 0:03:09 0:03:480.00 0.0036 39 33

US127 John Gray Rd. to Kemper Rd. 0.57 28.3634 0:01:00 0.520:01:31 0:01:20 0:00:500.33 0.0022 26 41

US127 Kemper Rd. to I-275 1.03 78.9332 0:01:56 1.630:03:34 0:02:05 0:02:480.15 0.8717 30 22

US127 I-275 to Waycross Rd. 0.37 72.8934 0:00:39 0.430:01:05 0:01:26 0:01:200.78 0.6721 16 17

US127 Waycross Rd. to Springdale Rd. 1.43 65.0733 0:02:35 0.420:03:00 0:03:34 0:04:020.99 1.4529 24 21

US127 Springdale Rd. to Mill Rd. 0.84 4.7333 0:01:32 0.000:01:18 0:01:04 0:01:520.00 0.3339 47 27

US127 Mill Rd. to Compton Rd. 1.22 121.5033 0:02:14 1.490:03:44 0:03:43 0:03:091.48 0.9120 20 23

US127 Compton Rd. to SR126 0.51 46.1632 0:00:57 0.280:01:14 0:01:03 0:02:140.09 1.2725 29 14

US127 SR126 to Galbraith Rd. 0.58 49.7133 0:01:03 0.470:01:32 0:01:21 0:02:010.29 0.9623 26 17

US127 Galbraith Rd. to North Bend Rd. 1.04 66.4234 0:01:50 1.800:03:38 0:01:49 0:02:480.00 0.9717 34 22

US127 North Bend Rd. to Ashtree Dr. 1.72 17.4631 0:03:23 0.020:03:24 0:03:39 0:03:440.27 0.3430 28 28

US127 Ashtree Dr. to Spring Grove Av. 1.51 89.9231 0:02:54 1.000:03:54 0:04:11 0:04:281.28 1.5723 22 20

16.83 0:30:51 0:39:52 800.130:37:00 0:42:22




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)


US27 West Fork to West North Bend Rd. 2.24 0.0032 0:04:11 0.000:04:11 0:04:01 0:04:070.00 0.0032 33 33

US27 West North Bend Rd. to Banning Rd. 1.61 58.3334 0:02:50 0.570:03:25 0:03:26 0:03:160.60 0.4328 28 30

US27 Banning Rd. to Galbraith Rd. 0.61 42.1333 0:01:06 0.320:01:26 0:01:07 0:02:240.01 1.2926 33 15

US27 Galbraith Rd. to SR 126 0.40 85.5834 0:00:43 1.160:01:53 0:00:40 0:01:460.00 1.0413 36 14

US27 SR 126 to Compton Rd. 0.81 200.2734 0:01:25 1.360:02:47 0:02:20 0:02:490.91 1.3917 21 17

US27 Compton Rd. to Springdale Rd. 0.83 78.5334 0:01:28 0.640:02:07 0:01:48 0:02:000.33 0.5324 28 25

US27 Springdale Rd. to I-275 0.60 78.4734 0:01:04 0.260:01:20 0:01:29 0:01:550.42 0.8527 24 19

US27 I-275 to Struble Rd. 0.55 131.0931 0:01:05 0.990:02:04 0:01:34 0:02:010.49 0.9316 21 16

US27 Struble Rd. to W.Kemper Rd. 2.18 0.0047 0:02:47 0.000:02:12 0:02:07 0:02:120.00 0.0060 62 60

US27 W.Kemper Rd. to SR128 2.55 0.0051 0:02:59 0.000:02:20 0:02:25 0:02:200.00 0.0066 63 66

US27 SR128 to Ham-New London Rd. 3.00 7.3848 0:03:46 0.340:04:06 0:03:11 0:03:170.00 0.0044 57 55

US27 Ham-New London Rd. to SR129 S.Junct. 2.09 0.0038 0:03:19 0.000:03:13 0:02:27 0:02:480.00 0.0039 51 45

US27 SR129 S.Junct. to SR129 N.Junct. 0.30 28.4229 0:00:37 0.380:00:59 0:00:43 0:02:190.10 1.7018 25 8

US27 SR129 N.Junct. to SR130 4.27 0.0037 0:07:00 0.000:05:46 0:06:19 0:05:260.00 0.0044 40 47

US27 SR130 to Chestnut St. 4.58 0.0038 0:07:16 0.000:07:03 0:06:18 0:06:250.00 0.0039 44 43

US27 Chestnut St. to SR73 0.50 40.8932 0:00:57 1.020:01:58 0:02:08 0:01:341.18 0.6215 14 19

27.11 0:42:33 0:46:47 751.100:42:03 0:46:35




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)


US27 SR73 to Chestnut St. 0.51 6.7432 0:00:58 0.050:01:01 0:01:12 0:01:070.24 0.1530 25 27

US27 Chestnut St. to SR130 4.58 0.0038 0:07:16 0.000:06:48 0:06:15 0:06:440.00 0.0040 44 41

US27 SR130 to SR129 N.Junct. 4.30 0.0037 0:07:03 0.000:06:08 0:06:26 0:05:480.00 0.0042 40 44

US27 SR129 N.Junct. to SR129 S.Junct. 0.29 6.3529 0:00:36 0.000:00:33 0:00:46 0:00:430.17 0.1331 23 24

US27 SR129 S.Junct. to Ham-New London Rd. 2.09 2.6138 0:03:19 0.150:03:28 0:02:50 0:02:400.00 0.0036 44 47

US27 Ham-New London Rd. to SR128 3.01 0.0048 0:03:46 0.000:03:25 0:03:27 0:03:190.00 0.0053 52 54

US27 SR128 to W.Kemper Rd. 2.50 0.0051 0:02:56 0.000:02:10 0:02:18 0:02:210.00 0.0069 65 64

US27 W.Kemper Rd. to Struble Rd. 2.17 0.0047 0:02:46 0.000:02:39 0:02:02 0:02:400.00 0.0049 64 49

US27 Struble Rd. to I-275 0.55 32.8531 0:01:05 0.000:00:50 0:00:49 0:01:570.00 0.8740 41 17

US27 I-275 to Springdale Rd. 0.60 110.6034 0:01:04 0.190:01:16 0:01:52 0:01:580.80 0.9129 19 18

US27 Springdale Rd. to Compton Rd. 0.85 84.8734 0:01:30 0.100:01:36 0:02:06 0:02:190.60 0.8032 24 22

US27 Compton Rd. to SR 126 0.81 179.1434 0:01:26 0.000:01:18 0:02:42 0:03:121.27 1.7737 18 15

US27 SR 126 to Galbraith Rd. 0.41 183.5834 0:00:43 0.000:00:41 0:02:15 0:02:361.53 1.8736 11 9

US27 Galbraith Rd. to Banning Rd. 0.61 10.7633 0:01:07 0.000:01:04 0:00:58 0:01:340.00 0.4535 38 23

US27 Banning Rd. to West North Bend Rd. 1.60 121.2134 0:02:50 1.020:03:51 0:03:53 0:04:261.05 1.6025 25 22

US27 West North Bend Rd. to West Fork 2.24 6.9232 0:04:12 0.230:04:26 0:04:05 0:04:080.00 0.0030 33 33

27.12 0:42:35 0:41:13 745.620:43:56 0:47:31




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

KY17 NBKentucky10.1Corridor.Facility #

KY17 KY536 to KY2045 1.04 25.6442 0:01:29 0.550:02:02 0:01:46 0:02:090.28 0.6731 35 29

KY17 KY2045 to Pelly Rd. 1.47 0.0021 0:04:13 0.000:04:09 0:03:50 0:03:470.00 0.0021 23 23

KY17 Pelly Rd. to KY1486 0.90 12.0057 0:00:57 0.170:01:07 0:01:04 0:01:060.12 0.1548 51 49

KY17 KY1486 to KY1501 1.41 25.6257 0:01:29 0.070:01:33 0:01:57 0:01:310.47 0.0454 43 56

KY17 KY1501 to Dudley Rd. 2.59 13.2651 0:03:02 0.000:02:50 0:03:09 0:03:170.12 0.2555 49 47

KY17 Dudley Rd. to I-275 0.18 0.0038 0:00:17 0.000:00:15 0:00:14 0:00:160.00 0.0044 47 42

KY17 I-275 to KY1072 0.52 41.1235 0:00:54 0.320:01:13 0:01:02 0:01:250.14 0.5326 30 22

KY17 KY1072 to KY3187 0.54 2.7837 0:00:52 0.000:00:41 0:00:50 0:01:000.00 0.1447 39 32

KY17 KY3187 to Latonia Av. 0.87 17.4237 0:01:23 0.030:01:25 0:01:32 0:01:480.14 0.4137 34 29

KY17 Latonia Av. to KY16 1.10 44.8534 0:01:57 0.270:02:13 0:02:55 0:02:500.97 0.8730 23 23

10.61 0:16:32 0:17:28 182.690:18:19 0:19:07

KY17 SBKentucky10.1Corridor.Facility #

KY17 KY16 to Latonia Av. 1.11 25.3434 0:01:58 0.160:02:08 0:02:14 0:03:090.26 1.1831 30 21

KY17 Latonia Av. to KY3187 0.87 1.1037 0:01:23 0.000:01:13 0:01:09 0:01:260.00 0.0543 45 36

KY17 KY3187 to KY1072 0.53 18.7437 0:00:51 0.000:00:48 0:01:06 0:01:100.25 0.3340 29 27

KY17 KY1072 to I-275 0.53 29.4935 0:00:55 0.670:01:35 0:00:55 0:00:540.01 0.0020 34 35

KY17 I-275 to Dudley Rd. 0.19 2.1738 0:00:18 0.060:00:22 0:00:16 0:00:150.00 0.0031 43 47

KY17 Dudley Rd. to KY1501 2.58 11.3951 0:03:01 0.340:03:22 0:02:53 0:02:580.00 0.0046 54 52

KY17 KY1501 to KY1486 1.41 23.8057 0:01:29 0.770:02:15 0:01:29 0:01:360.00 0.1337 57 53

KY17 KY1486 to Pelly Rd. 0.90 6.8357 0:00:57 0.050:01:00 0:00:59 0:01:100.04 0.2254 55 46

KY17 Pelly Rd. to KY2045 1.47 46.4921 0:04:12 0.000:03:00 0:07:16 0:02:503.07 0.0029 12 31

KY17 KY2045 to KY536 1.04 45.3542 0:01:29 1.180:02:40 0:02:13 0:01:490.73 0.3223 28 35

10.62 0:16:33 0:18:23 210.700:20:30 0:17:17




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)


KY16 KY536 to KY1486 0.89 0.4743 0:01:15 0.020:01:15 0:01:07 0:01:170.00 0.0343 48 42

KY16 KY1486 to KY2045 0.99 0.0036 0:01:40 0.000:01:16 0:01:14 0:01:350.00 0.0047 48 38

KY16 KY2045 to KY1501 2.10 5.9837 0:03:22 0.000:02:46 0:02:46 0:04:000.00 0.6246 45 31

KY16 KY1501 to Old Taylor Mill Rd. S.Junct. 1.09 0.0734 0:01:56 0.000:01:32 0:01:32 0:01:560.00 0.0143 43 34

KY16 Old Taylor Mill Rd. S.Junct. to Old Taylor Mill Rd. N.Ju 2.76 7.7834 0:04:52 0.000:04:06 0:03:47 0:05:320.00 0.6740 44 30

KY16 Old Taylor Mill Rd. N.Junct. to I-275 0.42 13.3734 0:00:44 0.290:01:02 0:00:33 0:00:510.00 0.1224 45 29

KY16 I-275 to Magellan Wy. 0.43 18.7338 0:00:41 0.000:00:41 0:00:57 0:01:000.26 0.3138 27 26

KY16 Magellan Wy. to KY3070 0.69 15.7932 0:01:18 0.000:01:08 0:01:33 0:01:310.24 0.2137 27 27

KY16 KY3070 to KY177 0.76 50.0433 0:01:24 1.070:02:28 0:01:45 0:02:400.35 1.2718 26 17

KY16 KY177 to KY17 1.01 77.2434 0:01:48 1.230:03:02 0:03:10 0:03:241.36 1.5920 19 18

11.14 0:19:01 0:19:16 189.480:18:24 0:23:46


KY16 KY17 to KY177 0.98 72.3334 0:01:46 1.100:02:52 0:02:47 0:03:561.02 2.1721 21 15

KY16 KY177 to KY3070 0.75 19.9033 0:01:23 0.510:01:54 0:01:23 0:02:080.00 0.7424 33 21

KY16 KY3070 to Magellan Wy. 0.70 1.0832 0:01:20 0.040:01:22 0:01:01 0:01:150.00 0.0031 42 34

KY16 Magellan Wy. to I-275 0.42 24.2538 0:00:40 0.050:00:43 0:00:59 0:01:050.31 0.4135 26 23

KY16 I-275 to Old Taylor Mill Rd. N.Junct. 0.43 13.4634 0:00:45 0.040:00:48 0:00:49 0:01:040.06 0.3132 31 24

KY16 Old Taylor Mill Rd. N.Junct. to Old Taylor Mill Rd. S.Ju 2.76 21.6534 0:04:53 1.360:06:14 0:03:39 0:04:290.00 0.0027 45 37

KY16 Old Taylor Mill Rd. S.Junct. to KY1501 1.09 0.0034 0:01:55 0.000:01:44 0:01:49 0:01:350.00 0.0038 36 41

KY16 KY1501 to KY2045 2.10 0.0037 0:03:23 0.000:03:00 0:02:40 0:03:050.00 0.0042 47 41

KY16 KY2045 to KY1486 0.99 0.0036 0:01:40 0.000:01:32 0:01:24 0:01:210.00 0.0039 43 44

KY16 KY1486 to KY536 0.88 0.7243 0:01:14 0.000:01:14 0:01:06 0:01:190.00 0.0843 48 40

11.11 0:18:57 0:21:21 153.390:17:37 0:21:14




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

I-471 NBKentucky11.1Corridor.Facility #

I-471 US27 (I-471 end) to I-275 0.84 17.8062 0:00:49 0.100:00:55 0:00:56 0:00:540.12 0.0955 54 56

I-471 I-275 to Alexandria Pk (US27) 1.61 61.5369 0:01:24 0.160:01:33 0:01:35 0:01:260.19 0.0462 61 67

I-471 Alexandria Pk (US27) to Grand Av (KY1892) 1.47 60.4365 0:01:22 0.510:01:52 0:01:21 0:01:220.00 0.0147 65 65

I-471 Grand Av (KY1892) to Memorial Pkwy (KY1120) 0.58 33.2468 0:00:31 0.230:00:45 0:00:32 0:00:320.02 0.0147 65 66

I-471 Memorial Pkwy (KY1120) to Cowens Dr (KY8) 0.92 73.1268 0:00:49 0.460:01:17 0:00:55 0:00:510.10 0.0443 60 65

I-471 Cowens Dr (KY8) to Ohio River 0.28 13.4465 0:00:16 0.070:00:20 0:00:16 0:00:170.01 0.0251 63 59

5.71 0:05:10 0:06:42 259.560:05:35 0:05:23

I-471 SBKentucky11.1Corridor.Facility #

I-471 I-71 to Ohio River 0.71 41.5565 0:00:39 0.000:00:33 0:00:50 0:00:380.18 0.0078 51 68

I-471 Ohio River to Cowens Dr (KY8) 0.29 12.7365 0:00:16 0.010:00:17 0:00:18 0:00:180.04 0.0362 57 58

I-471 Cowens Dr (KY8) to Memorial Pkwy (KY1120) 0.92 23.7267 0:00:49 0.010:00:50 0:00:54 0:00:540.08 0.0766 61 61

I-471 Memorial Pkwy (KY1120) to Grand Av (KY1892) 0.59 20.8667 0:00:31 0.040:00:34 0:00:35 0:00:330.06 0.0362 60 64

I-471 Grand Av (KY1892) to Alexandria Pk (US27) 1.46 27.7068 0:01:17 0.020:01:18 0:01:23 0:01:210.10 0.0767 63 65

I-471 Alexandria Pk (US27) to I-275 1.62 48.3569 0:01:24 0.050:01:27 0:01:33 0:01:320.14 0.1467 63 63

I-471 I-275 to US27 (I-471 end) 0.77 73.4769 0:00:40 1.120:01:48 0:00:55 0:01:160.25 0.6026 50 36

6.34 0:05:37 0:06:46 248.380:06:28 0:06:32

US27 NBKentucky11.3Corridor.Facility #

US27 KY536 to KY10 1.20 2.1544 0:01:38 0.000:01:33 0:01:39 0:01:420.02 0.0746 44 42

US27 KY10 to Poplar Ridge Rd. 1.12 48.0641 0:01:38 0.130:01:46 0:02:05 0:01:570.44 0.3238 32 34

US27 Poplar Ridge Rd. to KY709 0.72 12.5542 0:01:02 0.000:00:59 0:01:02 0:01:280.00 0.4444 42 29

US27 KY709 to KY9 1.91 25.8242 0:02:46 0.420:03:11 0:01:46 0:03:090.00 0.3936 65 36

US27 KY9 to East Alexandria Pk. 1.36 43.1941 0:01:59 0.170:02:10 0:02:20 0:02:230.35 0.4038 35 34

US27 East Alexandria Pk. to KY1998 0.72 71.1239 0:01:06 0.890:02:00 0:01:21 0:01:240.24 0.2922 32 31

US27 KY1998 to KY2345 0.38 26.2437 0:00:36 0.000:00:36 0:00:53 0:00:400.28 0.0638 26 34

US27 KY2345 to I-471 0.59 57.1536 0:01:00 0.300:01:18 0:01:15 0:01:230.26 0.3827 28 26

8.00 0:11:45 0:13:32 286.290:12:22 0:14:06




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

US27 SBKentucky11.3Corridor.Facility #

US27 I-471 to KY2345 0.59 159.3136 0:01:00 0.410:01:24 0:01:37 0:02:560.61 1.9225 22 12

US27 KY2345 to KY1998 0.38 35.4537 0:00:37 0.000:00:35 0:00:51 0:01:040.23 0.4440 27 22

US27 KY1998 to East Alexandria Pk. 0.71 10.5939 0:01:06 0.050:01:09 0:01:12 0:01:060.10 0.0037 36 39

US27 East Alexandria Pk. to KY9 1.36 21.2841 0:01:59 0.400:02:24 0:01:58 0:02:110.00 0.1934 42 37

US27 KY9 to KY709 1.91 47.7042 0:02:46 0.110:02:52 0:03:05 0:03:370.32 0.8540 37 32

US27 KY709 to Poplar Ridge Rd. 0.72 4.8942 0:01:02 0.000:00:59 0:01:06 0:01:010.07 0.0044 39 42

US27 Poplar Ridge Rd. to KY10 1.12 15.9441 0:01:38 0.350:02:00 0:01:37 0:01:410.00 0.0434 42 40

US27 KY10 to KY536 1.20 9.1544 0:01:38 0.160:01:48 0:01:41 0:01:460.05 0.1340 43 41

8.00 0:11:46 0:13:09 304.300:13:06 0:15:19


KY9 US27 to I-275 3.83 48.6353 0:04:18 0.830:05:08 0:04:30 0:04:390.19 0.3445 51 49

3.83 0:04:18 0:05:08 48.630:04:30 0:04:39


KY9 I-275 to US27 3.86 144.4753 0:04:20 1.260:05:36 0:05:48 0:05:241.47 1.0741 40 43

3.86 0:04:20 0:05:36 144.470:05:48 0:05:24


SR28 US50 to I-275 1.42 35.2533 0:02:33 0.850:03:24 0:02:28 0:04:010.00 1.4625 35 21

SR28 I-275 to SR28 Byp.W.Junct. 0.31 42.9834 0:00:33 0.250:00:48 0:00:42 0:01:100.15 0.6123 27 16

SR28 SR28 Byp.W.Junct. to Wolfpen-Pleasant Hill 1.07 16.6657 0:01:08 0.160:01:17 0:01:18 0:01:130.17 0.0950 49 53

SR28 Wolfpen-Pleasant Hill to SR28 Byp.E.Junct. 0.23 49.6757 0:00:15 0.220:00:28 0:00:50 0:00:410.59 0.4330 17 21

SR28 SR28 Byp.E.Junct. to Buckwheat Rd. 0.71 89.3741 0:01:03 0.530:01:34 0:01:27 0:02:400.41 1.6127 30 16

SR28 Buckwheat Rd. to Branch Hill Guinea Rd. 0.35 31.4329 0:00:44 0.010:00:45 0:01:06 0:01:160.37 0.5329 19 17

SR28 Branch Hill Guinea Rd. to SR48 W.Junct. 2.09 0.0038 0:03:18 0.000:03:06 0:03:02 0:03:130.00 0.0040 41 39

SR28 SR48 W.Junct. to SR48 E.Junct. 0.40 0.5741 0:00:35 0.030:00:36 0:00:32 0:00:330.00 0.0039 45 44

SR28 SR48 E.Junct. to SR132 S.Junct. 1.17 0.4141 0:01:43 0.000:01:42 0:01:29 0:01:450.00 0.0341 47 40

SR28 SR132 S.Junct. to SR132 N.Junct. 1.39 0.0034 0:02:27 0.000:02:02 0:02:00 0:02:040.00 0.0041 42 40

9.16 0:14:18 0:15:44 266.350:14:54 0:18:33




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)


SR28 SR132 N.Junct. to SR132 S.Junct. 1.40 0.0034 0:02:28 0.000:02:20 0:01:58 0:02:180.00 0.0036 43 37

SR28 SR132 S.Junct. to SR48 E.Junct. 1.18 0.2141 0:01:43 0.010:01:44 0:01:30 0:01:330.00 0.0041 47 46

SR28 SR48 E.Junct. to SR48 W.Junct. 0.40 7.1341 0:00:35 0.050:00:39 0:00:40 0:00:460.08 0.1838 36 32

SR28 SR48 W.Junct. to Branch Hill Guinea Rd. 2.08 61.4738 0:03:17 2.190:05:29 0:02:54 0:04:190.00 1.0323 43 29

SR28 Branch Hill Guinea Rd. to Buckwheat Rd. 0.35 108.4529 0:00:44 1.880:02:37 0:01:04 0:02:200.34 1.608 20 9

SR28 Buckwheat Rd. to SR28 Byp.E.Junct. 0.72 155.5841 0:01:03 1.150:02:12 0:02:17 0:02:151.23 1.2020 19 19

SR28 SR28 Byp.E.Junct. to Wolfpen-Pleasant Hill 0.23 8.8757 0:00:14 0.110:00:21 0:00:18 0:00:190.06 0.0839 45 43

SR28 Wolfpen-Pleasant Hill to SR28 Byp.W.Junct. 1.09 43.4657 0:01:09 1.100:02:15 0:01:11 0:01:270.04 0.3129 55 45

SR28 SR28 Byp.W.Junct. to I-275 0.32 17.4134 0:00:34 0.000:00:34 0:00:31 0:01:060.00 0.5434 37 17

SR28 I-275 to US50 1.46 61.2133 0:02:37 2.150:04:46 0:03:00 0:03:160.39 0.6618 29 27

9.22 0:14:24 0:22:54 463.780:15:23 0:19:39


SR131 US50 to Wolfpen-Pleasant Hill Rd. 2.10 36.9941 0:03:03 0.840:03:53 0:03:18 0:04:420.25 1.6632 38 27

SR131 Wolfpen-Pleasant Hill Rd. to SR132 4.12 64.5642 0:05:55 1.690:07:37 0:06:31 0:07:190.59 1.3933 38 34

6.22 0:08:58 0:11:30 101.550:09:48 0:12:01


SR131 SR132 to Wolfpen-Pleasant Hill Rd. 4.12 100.4942 0:05:55 4.380:10:18 0:05:56 0:07:550.01 1.9824 42 31

SR131 Wolfpen-Pleasant Hill Rd. to US50 2.09 40.6941 0:03:02 0.630:03:40 0:04:08 0:03:161.09 0.2334 30 38

6.22 0:08:58 0:13:58 141.170:10:04 0:11:11




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)


SR126 I-75 to US42 1.01 0.0057 0:01:04 0.000:01:01 0:00:59 0:01:020.00 0.0060 62 58

SR126 US42 to Galbraith Rd. (at ramps) 0.61 1.2857 0:00:39 0.030:00:41 0:00:35 0:00:380.00 0.0055 63 58

SR126 Galbraith Rd. (at ramps) to Ridge Rd. 0.67 4.5057 0:00:42 0.030:00:44 0:00:43 0:00:430.02 0.0254 56 55

SR126 Ridge Rd. to Plainfield Rd. 1.89 5.9457 0:01:59 0.040:02:01 0:02:00 0:02:030.01 0.0756 57 55

SR126 Plainfield Rd. to Blue Ash/Kenwood 0.67 1.4457 0:00:43 0.000:00:41 0:00:40 0:00:450.00 0.0359 61 55

SR126 Blue Ash/Kenwood to I-71 0.81 33.0957 0:00:51 0.570:01:25 0:00:49 0:00:520.00 0.0134 59 57

SR126 I-71 to US22/SR3 0.59 26.9549 0:00:43 0.910:01:37 0:00:43 0:00:480.00 0.0822 49 44

6.25 0:06:41 0:08:10 73.200:06:29 0:06:52


SR126 US22/SR3 to I-71 0.60 7.7552 0:00:42 0.090:00:47 0:00:45 0:00:460.05 0.0746 48 47

SR126 I-71 to Blue Ash/Kenwood Rd. 0.58 28.9057 0:00:37 0.280:00:54 0:00:52 0:00:550.25 0.3039 40 38

SR126 Blue Ash/Kenwood Rd. to Plainfield Rd. 0.91 0.0057 0:00:57 0.000:00:43 0:00:42 0:00:440.00 0.0077 78 74

SR126 Plainfield Rd. to Ridge Rd. 1.89 0.0057 0:02:00 0.000:01:56 0:01:51 0:01:580.00 0.0059 61 58

SR126 Ridge Rd. to Galbraith Rd. (at ramps) 0.64 1.5957 0:00:41 0.000:00:40 0:00:41 0:00:420.00 0.0359 57 55

SR126 Galbraith Rd. (at ramps) to US42 0.63 0.0057 0:00:40 0.000:00:37 0:00:33 0:00:360.00 0.0062 69 63

SR126 US42 to I-75 0.78 67.1557 0:00:49 0.570:01:24 0:01:08 0:01:070.31 0.2934 41 42

6.03 0:06:25 0:07:00 105.390:06:32 0:06:48


SR562 I-75 ramps to SR4 0.38 16.5765 0:00:21 0.100:00:27 0:00:23 0:00:270.03 0.0951 60 52

SR562 SR4 to US42 0.55 12.6865 0:00:31 0.050:00:34 0:00:33 0:00:340.04 0.0559 60 59

SR562 US42 to US22/SR3 (underpass) 0.89 36.3465 0:00:50 0.190:01:01 0:00:55 0:00:560.09 0.1053 59 58

SR562 US22/SR3 (underpass) to I-71 North Ramp 0.99 25.0365 0:00:55 0.170:01:06 0:00:58 0:01:040.05 0.1455 62 56

2.82 0:02:36 0:03:07 90.630:02:49 0:02:59




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)


SR562 Ridge Av. to I-71 ramps 0.69 0.0038 0:01:05 0.000:00:43 0:00:53 0:00:470.00 0.0058 47 52

SR562 I-71 ramps to US22/SR3 (underpass) 1.09 28.1365 0:01:00 0.120:01:08 0:01:05 0:01:120.08 0.2058 60 54

SR562 US22/SR3 (underpass) to US42 0.89 35.8765 0:00:49 0.160:00:59 0:00:54 0:01:020.08 0.2254 59 51

SR562 US42 to SR4 0.56 36.4965 0:00:31 0.240:00:45 0:00:35 0:00:380.07 0.1244 57 53

SR562 SR4 to I-75 ramps 0.39 66.1765 0:00:21 0.640:01:00 0:00:25 0:00:290.06 0.1323 56 48

3.61 0:03:47 0:04:35 166.660:03:52 0:04:09


SR122 University Blvd. to Breiel Blvd. 2.04 238.7534 0:03:36 0.180:03:47 0:07:21 0:04:263.76 0.8432 17 28

SR122 Breiel Blvd. to Grand Av. 0.80 1.0434 0:01:24 0.040:01:27 0:01:16 0:01:150.00 0.0033 38 38

SR122 Grand Av. to Cin-Day Rd. 0.32 35.4534 0:00:34 0.630:01:12 0:00:25 0:01:030.00 0.4816 46 18

SR122 Cin-Dayton Rd. to I-75 0.71 131.0734 0:01:15 0.800:02:03 0:02:36 0:02:051.35 0.8321 16 20

3.86 0:06:49 0:08:28 406.310:11:38 0:08:49


SR122 I-75 to Cin-Dayton Rd. 0.70 124.6534 0:01:15 1.660:02:54 0:01:25 0:03:320.17 2.2815 30 12

SR122 Cin-Dayton Rd. to Grand Av. 0.32 0.0034 0:00:34 0.000:00:29 0:00:24 0:00:290.00 0.0040 48 40

SR122 Grand Av. to Breiel Blvd. 0.80 57.5934 0:01:25 0.350:01:46 0:01:51 0:02:460.43 1.3427 26 18

SR122 Breiel Blvd. to University Blvd. 2.03 70.7634 0:03:35 0.370:03:57 0:04:26 0:04:010.86 0.4431 27 30

3.86 0:06:48 0:09:07 253.000:08:06 0:10:47


SR73 I-75 to SR 741 2.02 155.6842 0:02:52 1.230:04:06 0:03:53 0:05:101.02 2.3029 31 23

SR73 SR 741 to Bunnell Hill Rd. 2.20 0.3141 0:03:13 0.000:02:57 0:02:42 0:03:150.00 0.0345 49 41

SR73 Bunnell Hill Rd. to SR48 1.55 1.0738 0:02:28 0.110:02:35 0:01:50 0:02:180.00 0.0036 51 41

5.77 0:08:33 0:09:38 157.060:08:25 0:10:43




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)


SR73 SR48 to Bunnell Hill Rd. 1.56 0.0038 0:02:29 0.000:01:59 0:01:51 0:02:190.00 0.0047 51 41

SR73 Bunnell Hill Rd. to SR 741 2.16 34.9441 0:03:09 0.180:03:20 0:03:37 0:05:040.46 1.9039 36 26

SR73 SR 741 to I-75 2.01 153.5542 0:02:52 1.270:04:08 0:03:55 0:04:561.06 2.0629 31 25

5.73 0:08:30 0:09:27 188.490:09:23 0:12:18


SR63 SR4 to Yankee Rd. 1.96 0.0038 0:03:07 0.000:02:09 0:02:07 0:02:330.00 0.0055 56 46

SR63 Yankee Rd. to Cin-Day Rd. (Main St) 1.47 3.5834 0:02:35 0.030:02:37 0:02:20 0:02:450.00 0.1734 38 32

SR63 Cin-Day Rd. (Main St) to I-75 1.40 4.8935 0:02:22 0.000:02:09 0:01:40 0:02:380.00 0.2739 50 32

SR63 I-75 to SR741 3.04 0.0037 0:04:58 0.000:04:37 0:03:37 0:04:100.00 0.0040 50 44

SR63 SR741 to SR48 3.82 20.9537 0:06:10 0.980:07:08 0:05:48 0:06:590.00 0.8232 39 33

11.68 0:19:11 0:18:39 29.430:15:32 0:19:05


SR63 SR48 to SR741 3.82 4.7337 0:06:11 0.360:06:32 0:05:15 0:05:580.00 0.0035 44 39

SR63 SR741 to I-75 3.04 0.0037 0:04:58 0.000:04:45 0:04:26 0:04:500.00 0.0038 41 38

SR63 I-75 to Cin-Day Rd. (Main St) 1.39 37.5935 0:02:22 1.130:03:30 0:02:15 0:02:530.00 0.5224 37 29

SR63 Cin-Day Rd. (Main St) to Yankee Rd. 1.48 0.0034 0:02:35 0.000:02:31 0:02:13 0:01:550.00 0.0035 40 46

SR63 Yankee Rd. to SR4 1.96 0.0038 0:03:06 0.000:02:12 0:02:19 0:02:180.00 0.0054 51 51

11.68 0:19:12 0:19:29 42.320:16:28 0:17:53

Tylersville Rd. WBOhio15.3Corridor.Facility #

Tylersville Byp.4 to SR747 2.38 31.8041 0:03:29 1.720:05:12 0:03:22 0:04:290.00 1.0027 42 32

Tylersville SR747 to Lesourdsville W.Chester Rd. 2.13 19.4239 0:03:18 0.620:03:56 0:03:16 0:04:240.00 1.1033 39 29

Tylersville Lesourdsville W.Chester Rd. to Cin-Day Rd. 1.39 6.4534 0:02:29 0.000:02:23 0:01:59 0:03:000.00 0.5135 42 28

Tylersville Cin-Day Rd. to I-75 1.17 66.3534 0:02:02 0.910:02:57 0:02:18 0:03:510.26 1.8124 30 18

Tylersville I-75 to Cox Rd. 0.49 102.6136 0:00:49 0.570:01:23 0:01:27 0:02:060.64 1.2921 20 14

Tylersville Cox Rd. to Butler-Warren Rd. 0.91 80.4532 0:01:43 0.000:01:40 0:02:31 0:02:470.81 1.0833 22 20

Tylersville Butler-Warren Rd. to US42 1.41 10.0232 0:02:38 0.000:02:31 0:02:53 0:02:530.25 0.2534 29 29

9.87 0:16:27 0:20:01 317.100:17:46 0:23:29




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

Tylersville Rd. EBOhio15.3Corridor.Facility #

Tylersville US42 to Butler-Warren Rd. 1.42 28.6832 0:02:39 0.000:02:37 0:03:08 0:03:550.48 1.2532 27 22

Tylersville Butler-Warren Rd. to Cox Rd. 0.91 39.0332 0:01:42 0.430:02:08 0:01:24 0:02:360.00 0.9026 39 21

Tylersville Cox Rd. to I-75 0.49 148.1336 0:00:49 0.030:00:50 0:02:08 0:02:461.32 1.9635 14 11

Tylersville I-75 to Cin-Day Rd. 1.17 57.5134 0:02:02 0.110:02:09 0:02:57 0:02:510.91 0.8033 24 25

Tylersville Cin-Day Rd. to Lesourdsville W.Chester Rd. 1.39 1.6734 0:02:29 0.100:02:34 0:02:17 0:02:220.00 0.0032 36 35

Tylersville Lesourdsville W.Chester Rd. to SR747 2.13 24.3439 0:03:18 0.920:04:14 0:03:21 0:04:230.04 1.0730 38 29

Tylersville SR747 to Byp.4 2.39 44.8841 0:03:30 0.420:03:55 0:04:32 0:05:061.04 1.6037 32 28

9.89 0:16:29 0:18:27 344.240:19:47 0:23:56


SR48 SR28 to Loveland-Miamiville Rd. 4.29 2.9842 0:06:09 0.250:06:24 0:06:09 0:06:190.01 0.1740 42 41

SR48 Loveland-Miamiville Rd. to Loveland Av. 0.83 66.9731 0:01:38 3.330:04:59 0:02:21 0:02:270.70 0.8110 21 20

SR48 Loveland Av. to Murdoch Goshen Rd. 3.42 0.2639 0:05:18 0.000:05:00 0:05:19 0:05:130.02 0.0041 39 39

SR48 Murdoch Goshen Rd. to Fosters-Maineville Rd. 1.84 16.3042 0:02:38 0.330:02:58 0:03:10 0:02:530.53 0.2537 35 38

SR48 Fosters-Maineville Rd. to US22/SR3 1.66 36.6042 0:02:22 0.890:03:16 0:03:16 0:03:020.89 0.6631 31 33

SR48 US22/SR3 to Mason-Morrow-Millgrove 2.46 25.4842 0:03:32 0.480:04:01 0:03:28 0:04:350.00 1.0537 42 32

SR48 Mason-Morrow-Millgrove to I-71 0.79 0.0041 0:01:09 0.000:00:57 0:01:01 0:00:590.00 0.0049 46 48

SR48 I-71 to Deerfield Rd. 1.65 3.9049 0:02:02 0.000:01:55 0:01:58 0:02:130.00 0.1852 50 45

SR48 Deerfield Rd. to SR123 2.08 115.4951 0:02:26 1.420:03:51 0:03:27 0:02:381.02 0.2132 36 47

SR48 SR123 to US42 1.70 20.2451 0:02:00 0.400:02:24 0:02:02 0:02:210.04 0.3543 50 44

20.72 0:29:14 0:35:44 288.210:32:11 0:32:39




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)


SR48 US42 to SR123 1.69 0.9951 0:01:58 0.040:02:01 0:01:58 0:01:580.00 0.0050 51 52

SR48 SR123 to Deerfield Rd. 2.08 47.4751 0:02:26 0.630:03:04 0:02:49 0:02:490.38 0.3841 44 44

SR48 Deerfield Rd. to I-71 1.66 17.9555 0:01:49 0.210:02:01 0:01:58 0:01:500.16 0.0249 51 54

SR48 I-71 to Mason-Morrow-Millgrove 0.79 28.6941 0:01:09 0.130:01:17 0:01:32 0:01:490.38 0.6537 31 26

SR48 Mason-Morrow-Millgrove to US22/SR3 2.46 64.0342 0:03:32 0.000:03:17 0:04:23 0:05:440.85 2.2045 34 26

SR48 US22/SR3 to Fosters-Maineville Rd. 1.65 28.1142 0:02:22 0.620:02:59 0:03:13 0:02:320.86 0.1733 31 39

SR48 Fosters-Maineville Rd. to Murdoch Goshen Rd. 1.85 0.0042 0:02:39 0.000:02:37 0:02:29 0:02:360.00 0.0043 45 43

SR48 Murdoch Goshen Rd. to Loveland Av. 3.40 3.9939 0:05:16 0.330:05:36 0:05:17 0:05:390.02 0.3936 39 36

SR48 Loveland Av. to Loveland-Miamiville Rd. 0.85 15.5631 0:01:40 0.360:02:01 0:01:53 0:02:180.22 0.6225 27 22

SR48 Loveland-Miamiville Rd. to SR28 4.29 10.6042 0:06:10 0.470:06:38 0:06:31 0:06:320.36 0.3739 40 39

20.72 0:29:00 0:31:30 217.390:32:03 0:33:44

KY18 EBKentucky18.1Corridor.Facility #

KY18 KY338 to KY237 1.36 79.3141 0:02:00 0.760:02:45 0:02:45 0:03:040.76 1.0730 30 27

KY18 KY237 to KY3168 0.77 78.6141 0:01:08 0.390:01:31 0:01:33 0:02:160.42 1.1330 30 20

KY18 KY3168 to KY842 2.05 167.4039 0:03:11 0.560:03:45 0:04:06 0:04:410.91 1.5033 30 26

KY18 KY842 to I-75 0.44 21.1134 0:00:47 0.050:00:50 0:00:48 0:01:110.02 0.4032 33 23

4.63 0:07:05 0:08:51 346.430:09:12 0:11:12

KY18 WBKentucky18.1Corridor.Facility #

KY18 I-75 to KY842 0.44 181.2034 0:00:47 0.850:01:37 0:01:35 0:02:000.80 1.2316 17 13

KY18 KY842 to KY3168 2.06 66.4039 0:03:11 0.590:03:47 0:03:28 0:03:290.28 0.3033 36 35

KY18 KY3168 to KY237 0.77 130.0041 0:01:08 0.580:01:43 0:02:19 0:01:531.19 0.7627 20 25

KY18 KY237 to KY338 1.36 52.6641 0:02:00 0.550:02:33 0:02:21 0:03:010.36 1.0232 35 27

4.63 0:07:05 0:09:39 430.250:09:43 0:10:23




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)


KY842 US25 to KY3503 0.80 4.1828 0:01:43 0.390:02:07 0:01:36 0:01:250.00 0.0023 30 34

KY842 KY3503 to US42/127 1.77 0.0028 0:03:48 0.000:03:12 0:03:34 0:02:430.00 0.0033 30 39

KY842 US42/127 to KY18 2.18 0.0022 0:06:05 0.000:04:01 0:05:19 0:05:010.00 0.0033 25 26

KY842 KY18 to KY1017 1.36 195.8337 0:02:11 0.970:03:10 0:04:16 0:03:442.08 1.5526 19 22

KY842 KY1017 to KY236 (Donaldson) 1.25 51.9437 0:02:01 0.000:01:56 0:02:52 0:02:560.86 0.9239 26 26

7.37 0:15:48 0:14:26 251.940:17:37 0:15:49


KY842 KY236 to KY1017 1.25 128.5137 0:02:01 0.700:02:43 0:03:41 0:04:261.67 2.4228 20 17

KY842 KY1017 to KY18 1.37 291.8037 0:02:12 1.110:03:19 0:05:08 0:05:232.94 3.1825 16 15

KY842 KY18 to US42/127 2.18 0.0022 0:06:05 0.000:03:55 0:05:10 0:04:080.00 0.0034 25 32

KY842 US42/127 to KY3503 1.78 0.0028 0:03:49 0.000:02:25 0:02:23 0:02:570.00 0.0044 45 36

KY842 KY3503 to US25 0.80 1.6028 0:01:43 0.070:01:48 0:01:30 0:01:490.00 0.1127 32 26

7.39 0:15:50 0:14:07 421.910:17:52 0:18:41

MLK EBOhio19.1Corridor.Facility #

MLK Clifton Av. to Jefferson/Vine 0.57 179.3524 0:01:25 1.080:02:30 0:02:27 0:03:171.03 1.8614 14 10

MLK Jefferson/Vine to Burnet Av. 0.46 92.6129 0:00:56 0.330:01:16 0:01:12 0:02:380.27 1.7022 23 10

MLK Burnet Av. to US42/Reading 0.23 47.0931 0:00:27 0.520:00:58 0:00:23 0:02:150.00 1.8014 36 6

MLK US42/Reading to US22/SR3 0.51 6.0932 0:00:57 0.010:00:58 0:00:40 0:01:180.00 0.3532 46 24

1.76 0:03:45 0:05:42 325.140:04:42 0:09:27

MLK WBOhio19.1Corridor.Facility #

MLK US22/SR3 to US42/Reading 0.51 37.4332 0:00:57 1.440:02:24 0:00:46 0:01:160.00 0.3013 40 25

MLK US42/Reading to Burnet Av. 0.23 67.2131 0:00:27 0.110:00:33 0:01:32 0:01:121.09 0.7625 9 11

MLK Burnet Av. to Jefferson/Vine St. 0.46 74.1129 0:00:57 0.740:01:41 0:00:45 0:02:110.00 1.2416 37 13

MLK Jefferson/Vine to Clifton Av. 0.58 54.4524 0:01:27 0.450:01:54 0:01:39 0:02:080.20 0.6818 21 16

1.78 0:03:47 0:06:31 233.190:04:42 0:06:47




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

Taft WBOhio19.2Corridor.Facility #

Taft US22 to US42 0.56 87.1634 0:00:59 1.040:02:01 0:01:18 0:01:360.32 0.6116 26 21

Taft US42 to Burnet Av. 0.13 14.6034 0:00:14 0.360:00:36 0:00:18 0:00:190.07 0.0713 27 26

Taft Burnet Av. to Jefferson/Vine 0.55 129.4534 0:00:58 0.640:01:37 0:01:15 0:02:550.28 1.9420 26 11

Taft Jefferson/Vine to Clifton E.Junct. 0.43 179.5729 0:00:54 0.300:01:12 0:00:52 0:06:000.00 5.1022 30 4

Taft Clifton E.Junct. to Clifton W.Junct. 0.09 51.7729 0:00:11 0.190:00:22 0:00:12 0:01:250.02 1.2414 26 4

1.76 0:03:16 0:05:48 462.550:03:55 0:12:14

McMil EBOhio19.3Corridor.Facility #

McMil Clifton W.Junct. to Clifton E.Junct. 0.08 121.4229 0:00:10 0.750:00:56 0:01:02 0:01:270.86 1.275 5 4

McMil Clifton E.Junct. to Vine St. 0.42 19.8729 0:00:52 0.010:00:53 0:00:48 0:01:200.00 0.4629 31 19

McMil Vine St. to I-71 onramp 0.80 240.1036 0:01:20 0.510:01:51 0:02:23 0:03:481.04 2.4526 20 13

McMil I-71 onramp to US22/SR3 0.35 42.2134 0:00:37 0.250:00:52 0:00:59 0:00:570.36 0.3324 21 22

1.65 0:03:00 0:04:31 423.610:05:12 0:07:30

KY536 EBKentucky20.2Corridor.Facility #

KY536 US42/127 to I-75 2.43 10.9729 0:05:00 0.000:04:53 0:04:32 0:06:260.00 1.4330 32 23

KY536 I-75 to US25 0.81 91.4437 0:01:18 1.470:02:46 0:01:28 0:04:110.17 2.8818 33 12

KY536 US25 to KY1303 1.64 0.0028 0:03:29 0.000:02:48 0:03:08 0:03:120.00 0.0035 31 31

KY536 KY1303 to KY2045 2.24 0.0029 0:04:38 0.000:03:39 0:03:16 0:03:120.00 0.0037 41 42

KY536 KY2045 to KY17 1.18 14.7030 0:02:22 0.250:02:37 0:02:50 0:03:540.47 1.5427 25 18

KY536 KY17 to KY16 1.61 6.3837 0:02:37 0.780:03:24 0:02:44 0:02:510.12 0.2329 35 34

9.91 0:19:24 0:20:04 123.490:17:58 0:23:45




FF Speed

FF Travel Time

Avg PM Runtime

PM Veh Delay (mins)

PM Speed (MPH)

Avg MD Runtime

MD Veh Delay (mins)

MD Speed (MPH)

Avg AM Runtime

AM Veh Delay (mins)

AM Speed (MPH)

KY536 WBKentucky20.2Corridor.Facility #

KY536 KY16 to KY17 1.61 26.2137 0:02:37 3.120:05:44 0:02:50 0:04:190.22 1.7017 34 22

KY536 KY17 to KY2045 1.17 0.0030 0:02:21 0.000:02:20 0:02:11 0:02:000.00 0.0030 32 35

KY536 KY2045 to KY1303 2.25 0.0028 0:04:47 0.000:03:43 0:03:22 0:03:120.00 0.0036 40 42

KY536 KY1303 to US25 1.64 1.7928 0:03:31 0.210:03:44 0:03:20 0:02:550.00 0.0026 29 34

KY536 US25 to I-75 0.81 43.0537 0:01:17 1.210:02:30 0:01:09 0:02:090.00 0.8519 42 23

KY536 I-75 to US42/127 2.43 3.7329 0:05:00 0.000:04:51 0:05:04 0:05:200.06 0.3330 29 27

9.91 0:19:33 0:22:51 74.770:17:56 0:19:54


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