Final report for ITS Center project: Hampton Roads ATIS
UVA Center for Transportation Studies
A Research Project Report
For the Virginia Department of Transportation and
the National ITS Implementation Research Center
A U.S. DOT University Transportation Center
HRATIS FIRST YEAR EVALUATION REPORT
Ramkumar Venkatanarayana
Department of Civil Engineering
Dr. Michael J. Demetsky
Department of Civil Engineering
Email: mjd@virginia.edu
Dr. B. Brian Park
Department of Civil Engineering
Email: bp6v@virginia.edu
Center for Transportation Studies
University of Virginia
CTS Website http://cts.virginia.edu
351 McCormick Road, P.O. Box 400742
Charlottesville, VA 22904-4742
434.924.6362
October 2001
UVACTS-13-15-52
Center for Transportation Studies at the University of Virginia produces outstanding transportation professionals, innovative research results and provides important public service. The Center for Transportation Studies is committed to academic excellence, multi-disciplinary research and to developing state-of-the-art facilities. Through a partnership with the Virginia Department of Transportation’s (VDOT) Research Council (VTRC), CTS faculty hold joint appointments, VTRC research scientists teach specialized courses, and graduate student work is supported through a Graduate Research Assistantship Program. CTS receives substantial financial support from two federal University Transportation Center Grants: the Mid-Atlantic Universities Transportation Center (MAUTC), and through the National ITS Implementation Research Center (ITS Center). Other related research activities of the faculty include funding through FHWA, NSF, US Department of Transportation, VDOT, other governmental agencies and private companies.
Disclaimer: The contents of this report reflect the views of the authors, who are responsible for the facts and the accuracy of the information presented herein. This document is disseminated under the sponsorship of the Department of Transportation, University Transportation Centers Program, in the interest of information exchange. The U.S. Government assumes no liability for the contents or use thereof.
Table of Contents
Table of Contents i
Introduction 1
Background 1
System Description 1
Operation 3
Benefits 3
Evaluation Plan 6
Goal Areas 6
Null Hypotheses 6
Data Collection Strategies 7
Baseline Performance Data 9
Safety 9
Mobility 11
Customer Satisfaction 14
Environment and Energy - IDAS Analysis 20
Cost-Benefit Analysis 21
Lessons Learned Report 22
Technical Issues 22
Institutional Issues 24
Innovative Financing and Public-Private Partnership 27
Conclusions 29
References 31
List of Figures
Figure 1. System Description and Information Flow Diagram 2
Figure 2. Connectivity Diagram 4
Figure 3. Physical Architecture: Subsystems and Communication 5
Figure 4. Routes of travel time runs by GPS equipped vehicle 13
Figure 5. Cluster groups for the survey 15
Figure 6. Screenshot from IDAS 20
List of Tables
Table 1. HRATIS Evaluation Measures 7
Table 2. Accidents categorized by freeway sections 10
Table 3. Accidents categorized by Source of detection 10
Table 4. Travel time data 12
Table 5. Speed data for routes I 64 and I 264 12
Table 6. Hampton Roads Transportation Telephone Survey Sampling Plan 16
Table 7. Customer Satisfaction Summary 19
Table 8. Cost Data 21
Table 9. Fields in The Text Files Transferred from HRSTC to ITERIS 23
Table 10. Lessons learned table 28
HRATIS FIRST YEAR EVALUATION REPORT
Baseline Data and Preliminary Impacts
September 2000 - August 2001
INTRODUCTION
In accordance with the guidelines of FHWA and Transportation Equity Act for the 21st Century, TEA-21, each ITS project is required to undertake a self-evaluation (1,2). This document describes the first year, or baseline evaluation for the Hampton Roads Advanced Traveler Information System (HRATIS), an ITS integration project.
BACKGROUND
The Hampton Roads region is one of the most diverse and expanding regions of the country. One of the most important characteristics of the region is tourism. It is also home to one of the busiest ports in the country, leading to a heavy freight import/export. The area also houses one of the largest naval bases in the world.
The ITS integration project, the Hampton Roads Advanced Traveler Information System (HRATIS), is a public-private partnership. The service collects information from multiple sources, fuses the data elements, and distributes the information through various media. The system will keep local residents informed of immediate traffic problems, will serve as a route decision-making support tool for over-the-road carriers and military transporters, and will give tourists visiting the area a tool to make their trip less stressful and hopefully accident free (3).
System Description
The Hampton Roads ATIS project collects, processes and disseminates traffic and related information to the public for improving the overall system performance. A system information flow diagram is shown in Figure 1, which illustrates the various system components such as the information sources and the dissemination modes. The various information sources include the direct information sources like the loop detectors, Transportation Management System (TMS) Cameras, Bridge Tunnel sensors, 911 calls, and other secondary information sources such as the Transportation Emergency Operation Center (TEOC), Freeway Incident Response Team (FIRT), Virginia Operational Information System (VOIS), Virginia State Police (VSP) Radio and the State Police Incident Database. The two private sources of information - US Wireless, and Metro/ Etak - are in the negotiation stages. The main form of information dissemination is planned as congestion maps on the Internet and through TV/Cable Television. Highway Advisory Radio and Highway Advisory Telephone will relay text-based information in the audio format.

Figure 1. System Description and Information Flow Diagram
Figure 2 gives an understanding of the higher-level interconnection among subsystems and terminators, all of which are named and depicted in the regional context. The Interconnect diagram was obtained by using the Turbo Architecture tool (4). Each node represents a subsystem or a terminator, and the party responsible for that entity. Figure 3 describes the physical architecture consisting of both existing and planned subsystems, and communication infrastructure for HRATIS with respect to the terms described in the National ITS Architecture.
As can be seen in Figure 1, some data is obtained by ITERIS directly, and some through the Smart Traffic Center (STC). The format of a typical traffic data file, based on the loop detector data, obtained by ITERIS from the STC is in an open format and is described later. The system consists of loop detectors across all the lanes at different locations. Each of these cross-sections, with detectors in each lane is called a station. Depending on the number of lanes and the nature of the loop detectors (single or double), the number of detectors that connect to a station varies, and some stations connect with up to 12 detectors.
System Operation
The system operation mainly consists of obtaining information from the sources indicated and fusing them, eliminating any duplicity and checking for unreliable data, and finally disseminating information to the information providers, who then provide the information to travelers.
The data fusion engine developed by ITERIS Inc., unifies the same event received from different sources, forwards video images on a still frame basis with a refresh rate of 1 frame every 10 seconds, and allows each distribution channel to "subscribe" to the fusion engine to receive information according to the needs of the distribution channel. Internet protocol will be used for information transfer to the private partners, who supply the information to the travelers. The private partners will distribute traveler information through a combination of different media outlets including Internet, cable television, commercial radio, kiosks, highway advisory telephone, broadcast television, and personal digital assistants.
System Benefits
The anticipated benefits and services of the system to be derived by VDOT through ITERIS, as described in the original project document (3) are
Figure 2. Connectivity Diagram

Figure 3. Physical Architecture: Subsystems and Communication
EVALUATION PLAN
An Evaluation Plan was designed at the onset of the project, describing the Goal Areas to be studied for the self evaluation study, and the detailed Measures of Effectiveness (MOEs) to be addressed within these goal areas. The goals and MOEs, decided upon by the evaluation committee, to be investigated for this study are detailed below.
Goal Areas
The COMPARE plan (COngestion Mitigation Plan, A Regional Effort)(3) had set the following goals to be monitored for the ITS evaluation project
Along with these goals, the following additional goals from the Evaluation Guidelines (1) are proposed for this evaluation.
The set of specific measures for these goals and related data sources to be used in the evaluation were selected with the guidance of the evaluation team and are summarized in Table 1.
Null Hypotheses
A set of null hypotheses that define the impacts of an ATIS project using before and after data is proposed as follows.
The actual factors used to test the hypotheses need to be normalized to account for external influences such as increased AADT, increase in the coverage area of ATIS service provision, increase in lane miles due to construction activities, time of day of the occurrence of incidents, duration of incident, weather, etc.
Table 1. HRATIS Evaluation Measures
|
YR 1 (Historic data) |
YR 2 (2nd year data) |
|||
|
GOAL AREAS |
MOE |
Data Source |
MOE |
Data Source |
|
Safety |
Crashes |
STL, STC |
Crashes |
STL, STC |
|
Mobility |
Survey |
CB&A |
Survey |
TBD |
|
For selected routes |
Travel time |
HRPDC |
Travel time |
HRPDC, STL, STC |
|
Travel speed |
HRPDC, STL |
|||
|
Travel time, speed, etc. |
PARAMICS* (simulation) |
Travel time, speed, etc |
PARAMICS* (simulation) |
|
|
Customer Satisfaction |
Use of Disseminated travel information |
Impact of new information |
Survey |
|
|
Survey Analysis |
CB&A |
Survey Analysis |
TBD |
|
|
Market Penetration |
||||
|
No. calls-911, #77 |
Agencies |
No. calls-911, 511, #77 |
Agencies |
|
|
No. page views |
Webmaster |
|||
|
Environment |
System data, IDAS |
HRPDC, UVA* |
System data, IDAS |
HRPDC, UVA* |
|
Lessons Learned |
Technical |
UVA, Partners |
Technical |
UVA, Partners |
|
Institutional |
UVA, Partners |
Institutional |
UVA, Partners |
|
|
Financial |
UVA, Partners |
Financial |
UVA, Partners |
|
|
Cost/Benefit Analysis |
General Project Costs |
ITERIS, VDOT |
General Project Costs |
ITERIS, VDOT |
|
Benefits |
ITERIS, VDOT |
|||
* to be conducted in Year 2.
Data Collection Strategies
The following data collection strategies are utilized for obtaining information related to the defined goals. The first stage evaluation was accomplished using the following four strategies.
1. Traffic, Incident/Crash, and Information Technology measures
The first is the information that has been collected or will be collected as a part of the system operations. Data of this type include traffic and incident data under various conditions. Some of these data are available in the Smart Travel Laboratory at the University of Virginia through the direct link from the VDOT’s Hampton Roads Smart Traffic Center. Additional data will be obtained from the project partners.
2. Simulation measures
System performance data that are not readily available to the evaluation team will be obtained from simulation models. These include total travel time, emissions, impact of diversion, capacity reduction, etc. ITS Deployment Analysis System (IDAS) will be used mainly to analyze the before and after ITS deployment scenarios. A stochastic and microscopic simulation model, Paramics, is proposed for later consideration, depending on the resources available. The performance measures of Paramics will be compared to those of IDAS, a deterministic and macroscopic based ITS evaluation tool. One of the challenges is the calibration of any simulation model used, which requires good quality data. In this project, the real-time traffic data from Hampton Roads STC along with the field data to be collected during before and after deployment periods will be used for simulation model calibration. The simulation model output will also be used for the cost/benefit analysis.
3. User survey data
The third type of data will be obtained from surveys and interviews. Data related to customer satisfaction and mobility generally falls into this category. For this data, sub-contractors or in-house resources, if available, will be used to design and conduct the surveys.
4. Lessons learned, financial data, system architecture and standards
Finally comes the information that will be documented by the system developers and operators. These include data for reporting on the lessons learned in technical, institutional and innovative financing areas and appropriate cost data, and factors associated with the system architecture and standards. This information will be supplemented by on-site interviews with stakeholders, VDOT and ITERIS, conducted by the evaluation team
This citation of data collection categories aids in the specification of information gathering and analysis tasks, and responsibilities for this ITS deployment self-evaluation. The remainder of this report addresses the development of baseline measures for the stated goal areas that include safety, mobility, customer satisfaction, environmental impact, institutional, technical and financing lessons learned and costs and benefits.
BASELINE AND PERFORMANCE DATA AND ANALYSIS (YEAR 1)
Baseline data is necessary to show impacts of ITS deployments for future evaluations. This section of the report deals entirely with the baseline data for the HRATIS project, and the various measures of effectiveness described in the Evaluation Plan. Data is tabulated for each evaluation measure, and categorized based on the goal area. Wherever possible, data for the year 2000 has been obtained as baseline information. A survey was administered in February/March of 2001. Travel time runs using GPS equipped vehicles were carried out in the summer of 2001.
SAFETY
The first primary goal area addressed is safety. Reduction in the total number of crashes, fatalities, secondary accidents and severity of accidents are typical measures that apply here. Other than severe weather advisory information, an ATIS does not play a significant role in the severity of the accidents. On the other hand, it is expected that secondary accidents and the accidents in work zones will lessen, by providing information to the users, assuming that they will be more aware of the situation and exercise caution.
Most of the information required for this goal area is obtained from the Hampton Roads Smart Traffic Center. The HRATIS project maintains a log of all the accidents and incidents obtained from the Incident Management System, observation of CCTV images, and information obtained from other sources like Transportation Emergency Operations Center (TEOC) and 911 services. This database is also archived at the Smart Travel Laboratory at the University of Virginia. The Measures of Effectiveness (MOEs) studied under this goal area are
Table 2 presents the total number of accidents, categorized for each section of freeway, obtained from the Smart Travel Laboratory. Secondary accidents are not reported separately in the database system. Hence assumptions need to be made to separate them from the primary accidents. For the purpose of this study, secondary accidents are defined as the accidents that occur in the same location of the primary accident or the immediate upstream location, and the same direction of highway, within the time of clearance of the primary accident. Locations are sections of highways that span 1 to 3 miles, and defined by the HRSTC for the purpose of accident location determination. This data is also presented in Table 2.
As further phases of the system are deployed, and the effectiveness of the system improves, it is expected that more calls from users will be obtained at the Smart Traffic Center through cellular phones. Also, the calls are expected to reduce due to timely dissemination of information through different channels like Highway Advisory Radio (HAR), Highway Advisory Telephone (HAT), and Variable Message Signs (VMS). With improved efficiency of the Incident Management System, the STC is likely to identify incidents at a faster pace from the loop detector data and other sources. Therefore, to measure the performance of the system, the source of the accident information is studied and provided in Table 3.
Table 2. Accidents categorized by freeway sections
|
Interstate |
Direction |
Segment length (Miles) |
Total Accidents |
Secondary accidents in the section |
|
|
Number |
% of total |
||||
|
I-64 |
East Bound |
11.4 |
797 |
14 |
1.76 |
|
I-64 |
West Bound |
711 |
18 |
2.53 |
|
|
I-264 |
East Bound |
6.0 |
399 |
12 |
3.01 |
|
I-264 |
West Bound |
359 |
9 |
2.51 |
|
|
I-564 |
East Bound |
1.8 |
24 |
0 |
0.00 |
|
I-564 |
West Bound |
48 |
2 |
4.17 |
|
|
Total |
19.2 |
2338 |
55 |
2.35 % |
|
Table 3. Accidents categorized by Source of detection
|
Source |
Total number of accidents detected |
% of total accidents |
|
FIRT |
1370 |
58.6 |
|
Phone Call |
70 |
3.0 |
|
TMS Camera |
298 |
12.7 |
|
VOIS |
1 |
0.0 |
|
VSP Radio |
579 |
24.8 |
|
Other |
20 |
0.9 |
|
Grand Total |
2338 |
100 |
MOBILITY
Performance measures for this goal area are the savings in travel time and enhancement in travel time reliability. The trends in the variation of average travel times and travel time variability during AM peak, PM peak and off-peak periods have been selected by the evaluation committee as primary measures. However, the availability and accuracy of loop detector data for the year 2000 has been found to be inadequate for these purposes. The non-availability of good quality loop detector data for the base year led to collection of travel times based on runs made by GPS equipped vehicles. The Hampton Roads Planning District Commission undertook these runs and provided the data. This data is condensed in Table 4 and will be used as baseline data. The routes depicting the locations are presented in Figure 4. All the GPS travel time data have been filtered, for any incidents and weekend effects. Hence these values correspond to travel times and speeds during normal conditions for the given times of the day. This data will be compared with data to be collected in future.
Travel time variability during incidents is the second performance measure considered in this goal area. The extent to which acceptable loop detector data is not available precludes use of statistical methods at this time. Future analyses will be based on the availability of data as to whether to perform statistical or qualitative analyses.
Further analysis conducted with the speed data archived in the Smart Travel Lab (STL), for the same periods of time as in the GPS trial runs, is presented in Table 5. The loop detector data for speeds have been screened using quality filters developed in the STL. Data from all the interstates other than I-664 are available at the Smart Traffic Center. The travel time for I-564 route is quite small for any comparisons or tests to be conducted. Hence the speed data for I-64 and I-264 from GPS studies and Loop detector data have been compared in Table 5. It can be seen that the loop detectors overestimate speed values compared to the actual GPS trial runs.
Table 4. Travel Times From GPS Runs
|
Route |
Time of day |
From |
To |
Avg. Travel Time |
Std Dev. of Travel Time |
|
I-564 |
AM Peak |
I-64 |
Admiral Taussig Blvd |
0:05:05 |
0:00:27 |
|
Off-Peak |
0:05:29 |
0:00:09 |
|||
|
PM Peak |
0:07:14 |
0:03:14 |
|||
|
AM Peak |
Admiral Taussig Blvd |
I-64 |
0:05:03 |
0:00:13 |
|
|
Off-Peak |
0:05:26 |
0:01:00 |
|||
|
PM Peak |
0:06:01 |
0:00:51 |
|||
|
I-64 |
AM Peak |
Mercury Blvd |
Battlefield Blvd |
0:30:04 |
0:01:20 |
|
Off-Peak |
0:29:40 |
0:01:16 |
|||
|
PM Peak |
0:30:55 |
0:03:17 |
|||
|
AM Peak |
Battlefield Blvd |
Mercury Blvd |
0:30:04 |
0:00:26 |
|
|
Off-Peak |
0:33:14 |
0:05:59 |
|||
|
PM Peak |
0:33:08 |
0:04:20 |
|||
|
I-264 |
AM Peak |
I-464 |
Parks Ave |
0:21:05 |
0:00:16 |
|
Off-Peak |
0:20:08 |
0:00:39 |
|||
|
PM Peak |
0:20:46 |
0:00:50 |
|||
|
AM Peak |
Parks Ave |
I-464 |
0:20:33 |
0:01:22 |
|
|
AM Peak |
0:19:51 |
0:00:56 |
|||
|
Off-Peak |
0:20:17 |
0:00:54 |
|||
|
I-664 |
PM Peak |
College Dr |
I-64 |
0:16:08 |
0:04:12 |
|
AM Peak |
0:15:57 |
0:01:29 |
|||
|
Off-Peak |
0:18:23 |
0:02:58 |
|||
|
PM Peak |
I-64 |
College Dr |
0:13:40 |
0:00:39 |
|
|
AM Peak |
0:14:18 |
0:00:45 |
|||
|
AM Peak |
0:13:58 |
0:00:25 |
Table 5. Speed Comparison From GPS Runs and Loop Data
|
Route |
Time of day |
From |
To |
Speeds from GPS trial runs |
Speeds from Loop detector data |
||||
|
Average |
Std Dev. |
Median |
Average |
Std Dev. |
Median |
||||
|
I-64 |
AM Peak |
Mercury Blvd |
Battlefield Blvd |
58.15 |
5.01 |
59.23 |
62.40 |
3.00 |
63.19 |
|
Off-Peak |
58.06 |
5.06 |
59.52 |
60.46 |
5.12 |
62.11 |
|||
|
PM Peak |
56.05 |
8.08 |
58.69 |
57.55 |
7.70 |
60.81 |
|||
|
AM Peak |
Battlefield Blvd |
Mercury Blvd |
56.83 |
6.07 |
58.51 |
58.19 |
5.93 |
58.71 |
|
|
Off-Peak |
58.93 |
3.18 |
59.32 |
58.07 |
7.33 |
60.17 |
|||
|
PM Peak |
58.00 |
4.44 |
58.93 |
56.49 |
11.87 |
60.59 |
|||
|
I-264 |
AM Peak |
I-464 |
Parks Ave |
54.32 |
12.17 |
59.25 |
56.63 |
11.96 |
60.33 |
|
Off-Peak |
56.53 |
7.48 |
58.72 |
59.60 |
6.47 |
62.41 |
|||
|
PM Peak |
56.59 |
5.97 |
58.57 |
57.85 |
7.53 |
59.57 |
|||
|
AM Peak |
Parks Ave |
I-464 |
54.40 |
8.02 |
56.90 |
No detector data available |
|||
|
Off-Peak |
55.97 |
9.29 |
59.10 |
||||||
|
PM Peak |
56.39 |
9.94 |
60.54 |
||||||

Figure 4. Routes of travel time runs by GPS equipped vehicle
CUSTOMER SATISFACTION
A telephone survey was performed to obtain baseline information on customer satisfaction regarding travel information in the Hampton Roads area while the HRATIS was being implemented. Specific data collected are:
Follow-up surveys will be conducted in the years 2002 and 2004 and compared to data collected in this baseline survey to measure the effectiveness of the Advanced Traveler Information System. CB&A Research was contracted to do this task. The following summarizes the procedure and findings of the survey.
Sampling Plan
The study was conducted as a computer assisted telephone interview (CATI) among households in the Hampton Roads Planning Area, comprising 16 cities and counties. These were combined into five groups as shown in Figure 5, and described in Table 6. The only screening requirement was that respondents were age 18 or older and lived in the study area. The CB&A Research in-house interviewing staff completed a total of 484 CATI interviews with adults residing in the Hampton Roads Area (one adult per household).
A random-digit dialing (RDD) sample frame was used as the basis for the survey sample. This design is commonly used, and has been shown to have little bias in the travel characteristics that result. All telephone numbers in the study area make up a pool of numbers from which both listed and unlisted numbers are randomly drawn.
To be statistically valid at the 95 percent confidence level with a margin of error of plus or minus 10 percent at the grouped county level, the survey required 96 completed surveys per county group. Therefore, a total of 484 surveys were completed resulting in statistically valid results (for the total sample) at the 95 percent confidence level with a margin of error of plus or minus 4.5 percent. The sampling plan for this study is shown in Table 6.

Figure 5. Cluster groups for the survey
Table 6. Hampton Roads Transportation Telephone Survey Sampling Plan
|
Percent of |
Percent of |
||||||
|
Total |
Percent of |
Population |
|||||
|
Population |
Population |
Total |
Total |
Within |
Sample |
||
|
Strata |
Age 18+ |
Age 18+ |
Population |
Population |
Subgroup |
Size |
|
|
Group # 1 |
Franklin |
6,598 |
1% |
9,043 |
1% |
14% |
14 |
|
Isle of Wight Co. |
21,629 |
2% |
29,404 |
2% |
47% |
45 |
|
|
Southampton Co. |
13,837 |
1% |
17,883 |
1% |
28% |
27 |
|
|
Surry County |
4,799 |
0% |
6,502 |
0% |
10% |
10 |
|
|
Combined |
46,863 |
4% |
62,832 |
4% |
100% |
96 |
|
|
Group # 2 |
Chesapeake |
145,488 |
13% |
205,122 |
13% |
56% |
54 |
|
Portsmouth |
72,464 |
6% |
98,677 |
6% |
27% |
26 |
|
|
Suffolk |
46,429 |
4% |
63,780 |
4% |
17% |
16 |
|
|
Combined |
264,381 |
23% |
367,579 |
23% |
100% |
96 |
|
|
Group # 3 |
Norfolk |
170,472 |
15% |
224,413 |
14% |
34% |
33 |
|
Virginia Beach |
315,070 |
27% |
440,663 |
28% |
66% |
63 |
|
|
Combined |
485,542 |
42% |
665,076 |
42% |
100% |
96 |
|
|
Group # 4 |
Hampton |
104,215 |
9% |
139,853 |
9% |
36% |
35 |
|
Newport News |
127,475 |
11% |
176,677 |
11% |
45% |
43 |
|
|
Poquoson |
8,426 |
1% |
11,568 |
1% |
3% |
3 |
|
|
York County |
42,952 |
4% |
60,277 |
4% |
16% |
15 |
|
|
Combined |
283,068 |
25% |
388,375 |
25% |
100% |
96 |
|
|
Group # 5 |
Gloucester County |
25,914 |
2% |
35,569 |
2% |
39% |
37 |
|
James City County |
33,992 |
3% |
44,788 |
3% |
49% |
47 |
|
|
Williamsburg |
10,713 |
1% |
11,894 |
1% |
13% |
12 |
|
|
Combined |
70,619 |
6% |
92,251 |
6% |
100% |
96 |
|
|
Total |
1,150,473 |
100% |
1,576,113 |
100% |
480 |
Details on the survey design and results, and the survey form can be found in "Hampton Roads Transportation Baseline telephone Survey Report", CB&A Research, Winston-Salem, NC, March, 2001. A summary of the key results that are related to the HRATIS evaluation is reported below.
Work Related Travel Information - Availability of Multiple Routes to Get to Work
Sources Used to Obtain of Traffic Information
Use of the Radio for Traffic Information
Use of the Television for Traffic Information
Use of the Internet for Traffic Information
Other Sources of Traffic Information
Effects of Traffic Reports on Travel Behavior
Benefits of Traffic Reports
Accuracy of Traffic Reports
Methods for Improving Travel Information Services
A summary of the customer satisfaction from the results of the survey is provided in Table 7 below.
Table 7. Customer Satisfaction Summary
|
Issues |
Results from Survey |
|
Availability of Multiple Routes to Get to Work |
|
|
Sources Used to Obtain of Traffic Information |
|
|
Effects of Traffic Reports on Travel Behavior |
|
|
Benefits of Traffic Reports |
|
|
Accuracy of Traffic Reports |
|
|
Methods for Improving Travel Information Services |
|
ENVIRONMENTAL AND COST/BENEFIT ANALYSIS - IDAS
The ITS Deployment Analysis System (IDAS) is "an ITS sketch-planning analysis tool" that calculates relative costs and benefits of ITS deployments. IDAS incorporates a cost module, a benefit module, and an internal travel demand model to generate cost/benefit comparisons for alternative ITS deployments. IDAS provides three resources: default ITS component settings, the IDAS equipment database spreadsheet, and the ITS library. IDAS can estimate travel time, system throughput, emissions, accidents, and travel time reliability (5).

The evaluation team acquired a planning level road network in MINUTP (6) format and O/D tables for years 1990 and 2021 from HRPDC. Since the input formats of IDAS and MINUTP are different, the network and O/D tables need to be reformatted. Furthermore, the network and O/D table must be updated to year 2000 to be compatible with the base year in this study. The year 2000 O/D table was interpolated from the existing 1990 and 2021 O/D tables. Both the road network and O/D table from MINUTP have been successfully converted into the IDAS program. The existing base condition (i.e., current detection systems, VMS, etc.) was coded for the base year 2000, while an alternative ATIS scenario is being coded as it is scheduled in the proposed ATIS deployment. The ATIS components including HAR, VMS, Internet, TV broadcasting, and others are being added into IDAS and a preliminary testing will be conducted. Sensitivity analysis of different user compliance rates on provided ATIS information will also be conducted. If applicable, more detailed system performance measures including travel time, emissions, accidents, and travel time reliability will be collected and compared with field data.
Figure 6. Screenshot from IDAS
The application of IDAS to evaluate environmental and energy issues is in progress. The entire road network and the OD flows for 1990 have been input into IDAS, as shown in Figure 6, and tested for workability. The Hampton Roads network and flows will be updated for the year 2000 conditions. Coding the network for deployments related to the ATIS, identified as Regional Multimodal Traveler Information Services in IDAS, is also in progress.
COST/BENEFIT ANALYSIS
The general cost information for the project from January 2000 to August 2001 is summarized in Table 8. It reflects the costs that ITERIS and its partners incurred for the listed categories. It is noted that the R&D costs were incurred prior to the signing of the contract, January 2000 through September 6, 2000. The operation and maintenance of the system started in March 2001. At this stage, benefits cannot be incorporated into the analysis.
Table 8. Cost Data
|
Category |
Costs Incurred ($) |
|
467,550 |
|
392,804 |
|
64,054 |
|
73,740 |
|
Total Cost |
998,148 |
* Incurred between January 2000 and September 6, 2000.
LESSONS LEARNED
INTRODUCTION
As part of the HRATIS evaluation, a lessons learned report on technical and institutional issues encountered during ITS deployments, and a discussion of the lessons learned in employing innovative financing or procurement and/or public-private partnering techniques is required. This task was accomplished by asking the project partners questions that were previously reviewed by the evaluation committee. The various questions addressed are categorized under each of the issues – Technical, Institutional and Financial.
TECHNICAL ISSUES
The data flow structure in Figure 1 has been modified to incorporate the existing, and the future components and flows. It also describes the different channels of information gathering and dissemination, and the agencies currently pursued by ITERIS towards this purpose.
During the installation phase of ATIS, space in the Smart Traffic Center to house various new equipment/servers for video transfer to ITERIS was in short supply, causing existing equipment to be moved. After installation, electric spikes posed problems. In one case, ITERIS lost an Uninterrupted Power Supply (UPS) because of occurrence of continuous spikes. The HVAC (Heating, Ventilation and Air Conditioning) system at the TMC may have played a part in the problems with the equipment.
CCTV failures and/or loop detector failures affect the quality of data. The Phase I loop detectors were installed prior to HRATIS deployment, but in Phases II and Phase III projects, the Smart Traffic Center (STC) is planning to install non-intrusive detectors such as acoustic and/or RTMS radar detectors. However, communication failure has not been a serious problem for long continuous periods. The filtering part of the algorithm takes care of the effect of poor data quality, and screens out invalid data.
Loop detectors have not been validated since installation, which is important for establishing confidence in using the values provided by the detectors. There is no mention of any study related to validating the detector data.
This characteristic of the system was not chosen for the HRATIS. It was established earlier for the STC. The data transfer rate of the interface designed in the hardware and the software for polling the system was built originally at 1200 baud. This system was a state of the art technology when it was built. Hence, the polling cycle takes 2 minutes to poll all of the stations in the system. The new system planned for the next phase will be much faster than this, and, hence, will be able to provide traffic data at a much lesser level of aggregation.
The existing system has been built and maintained to sustain the incident management system. The accuracy and level of detail is therefore sufficient for that purpose most of the time. The level of accuracy of data for ATIS systems needs to be determined and bench marked for future purposes. ITERIS will provide a minimum threshold limit for the level of accuracy and quality of data needed.
All the data formats used in the entire process are open. No serious problems have been encountered with either the data or the maps. ITERIS obtains data from the STC in an open format. The file is in text format, delimited by a special character ("|"). The text file contains a total of 7 used fields as described in Table 9 below. ITERIS archives this data in this text format. After processing and analyzing the data, the processed data is also in open format based on NavTech Link Ids. The congestion map data is derived from this base data. ITERIS also archives this final file in a compressed format.
Table 9. Fields in The Text Files Transferred from HRSTC to ITERIS
|
Field Number |
Description |
|
1 |
Station Number |
|
2 |
Road Description (the number after the dash is the cabinet number) |
|
3 |
Volume (# of cars) |
|
4 |
Occupancy (%) |
|
5 |
Speed |
|
6 |
Number of Lanes |
|
7 |
Lanes with Data |
For the underlying map processing, the data format is NavTech maps. The algorithm in the Data Fusion Engine, consisting of multiple proprietary algorithms, analyzes data in the same format. The final image map is in JPEG graphic format. There have not been any problems regarding the use of these maps for processing as well as the final output.
Standards: Interfacing the RIS (Roadway Information System) to the HRATIS was problematic because of immature data exchange standards. DATEX-ASN, one of the NTCIP C2C protocol standards, was initially planned to be provided between the RIS and the HRATIS. At the time of the proposal, ITERIS had a Beta version of a DATEX Toolkit product at version 8 of the standard. This standard is specifically an NTCIP Center-to-Center (C2C) DATEX-ASN draft ITS standard (NTCIP 2304: Application Profile for DATEX-ASN). Unfortunately, the draft base standard (ISO DATEX documents 14827, parts 1 and 2) has over 100 international comments against it at this time. This situation creates uncertainty regarding the future direction of DATEX-ASN and reflects in part some of ITERIS’ difficulties with earlier versions of the standard. The primary reason for including DATEX-ASN in the proposal was the future interface of Regional Multi-modal Management System (RMMS) with HRATIS. It was envisioned that the creation of a DATEX-ASN protocol interface between the Roadway Information System (RIS) and the Hampton Roads ATIS would allow the future RMMS to easily interface with both the systems in a standardized manner. This capability will still exist, but without utilizing DATEX-ASN. ITERIS will provide the simple interface details for exchanging data between the RIS and HRATIS, to VDOT. In effect, the same open (i.e. non-proprietary) interface can be used by the RMMS later.
Besides the DATEX-ASN protocol standard, the message sets and data dictionaries are still not mature. For data transfer to message sets, ATIS standards did not seem to fit best. Instead, Incident Management standards were found to provide the best fit. Therefore the data content for ATIS had to be changed to fit those standards.
Protocols: DATEX and CORBA are the NTCIP protocols existing currently for use in Center-to-Center data exchange. CORBA is more suited for enterprise wide data distribution and hence DATEX was considered for use in the beginning. Since DATEX is also found to be complicated, data exchange is currently carried out in an open format. DATEX V.8 is what ITERIS used in the beginning, during development of the Data Fusion Engine. The current version of DATEX, V.19, has generated many comments internationally. Using DATEX is perceived to be of high risk.
Overall, it is considered inappropriate to use ITS standards in the HRATIS at this point. The practicability / operational feasibility of the standards and protocols suggested for ATIS systems seems to be very sparse. There is high risk in implementing a developing suite of standards now, as they are not finalized. As they mature, the risk will decrease. It is easier to retrofit a mature standard than to build to fit a developing standard. It also proves impractical in terms of the cost.
INSTITUTIONAL ISSUES
Were there issues of concern in the public-private partnerships? Regarding:The chronology of important events in the HRATIS public-private partnership project is
|
June 18, 1999 |
- |
Proposals due |
|
August 5, 1999 |
- |
Presentation by ITERIS |
|
January 2000 |
- |
Contract awarded |
|
March 2000 |
- |
Added to TIP |
|
April/May 2000 |
- |
Concept of operations done by ITERIS; Initiated developments |
|
September 6, 2000 |
- |
Contract signed |
Throughout this process, ITERIS was taking risks. This gap between various events was perceived by both sides to be very long. None of the private partners of ITERIS wanted to sign contracts until VDOT signed theirs with ITERIS. Even before the public-private partnership agreement was signed, ITERIS started development work on the Data Fusion Engine. ITERIS feels that they would have signed contracts with COX and US Wireless Corporation (USWC) if not for the delay of the contract with VDOT.
E-911 was the main plan of USWC originally and not traffic data. At the beginning, USWC agreed to provide point data to ITERIS. After ITERIS signed the contract with VDOT, USWC approached ITERIS concerning the accuracy/quality of data needed for ATIS purposes. They also changed from giving point data to link data, along the way. Even though about fifteen iterations of agreements with USWC had taken place, a contract was never finalized and signed. Subsequently, on August 29, 2001, USWC declared chapter 11 bankruptcy. While not precluding future USWC involvement with the HRATIS project, this will certainly decrease the possibility of their involvement.
Cox IM wanted the system to be at least partially operational by Memorial Day 2000. The contract scenario between ITERIS and Cox IM changed from local to national level partnership, but finally fell through due to deteriorating market finance conditions.
There were multiple iterations of contracts between ITERIS and VDOT, as well as ITERIS and their other potential private partners. Some of the reasons for the delay were
There was also a concern of legal problems like patents on both the sides. A patent holder notified VDOT that VDOT/ITERIS could be in violation of a patent. The investigation into potential patent infringement took a lot of time of VDOT, ITERIS and ITSA. Writing an infringement liability section for the contract was also found to be particularly difficult. With the assistance of the Office of the Virginia Attorney General, some existing patent infringement sections from similar earlier VDOT contracts were used instead.
ITERIS started early, and hoped to be up and running with the Data Fusion Engine in six months. They met their original plan and came up with the Engine. However, they could not come to agreements in time with their proposed partners (Cox IM and USWC) to support the data fusion engine.
VDOT did not ask for any rights for algorithms or other systems to be developed by ITERIS. ITERIS feels that the Hampton Roads region is a good environment for ITS. There were no communication problems for ITERIS with local agencies and STC. There have been periodic meetings to apprise everyone of the project status and discuss any concerns.
A group of partners were proposed in the beginning of the project. Changing market conditions – in the fields of Internet, advertising, revenues of companies, technologies within companies, personnel changes, business focus changes (within ITERIS and USWC) – all have had their cumulative effect on the direction the project has taken. There was a change in the name of the parent company, from Odetics ITS to ITERIS. This change created some confusion within VDOT, which resulted in a problem for VDOT to secure funding. From this project, ITERIS and VDOT realize that the travel information market situation is dynamic. The structure of the public sector controlling process inhibits the private sector’s ability to react to changing conditions. In a way, this contradicts the rationalization to bring the private sector into such projects.
INNOVATIVE FINANCING AND PUBLIC-PRIVATE PARTNERSHIP
Revenues are not forthcoming as of present. With changing market conditions, the venture with Cox IM, as an exclusive Internet broadcaster did not happen. ITERIS has had to change business plans and try to provide non-exclusive information dissemination through multiple channels, getting less revenue from more sources. The threshold on sensor coverage is currently leading the discussion of contracts between ITERIS and other potential subcontractors. Business models, potential partners, and other circumstances have all lead to being adaptable to new options. Ultimately, the partners need to be very flexible on the business models. Because of the significant changes in marketing and partnerships that have occurred since the signing of the contract, it has been decided to create a basic HRATIS website to which other ISPs can link in the respect. ITERIS has secured the domains www.511hamptonroads.com, www.511hamptonroads.org and www.511hamptonroads.net to be the initial HRATIS website. But the hunt for an ISP continues. ITERIS is using a well-known marketing contractor to help secure one or more ISPs to link to the hamptonroads.com website.
Furthermore, these changes have necessitated revising the original VDOT/ITERIS contract. A revised contract was submitted to VDOT on August 27, 2001. Overall, the private party needs a general contract for flexibility and the public sector needs a structured contract to enable description of deliverables. Table 10 summarizes the lessons learned to date for the HRATIS project.
Table 10. Lessons Learned Summary
|
Issues |
Remarks/Comments - Inputs from the partners |
|
Technical Problems |
|
|
Data Quality |
|
|
2-Minute Interval for Detector Polling |
|
|
Data Format |
|
|
Standards and Protocols |
|
|
Delays |
|
|
Signing Contract |
|
|
Business Focus Changes |
|
|
Market Conditions |
|
|
Patent Issues |
|
|
No Revenues |
|
|
Website |
|
|
Contract |
|
CONCLUSIONS
A framework for the evaluation of the Hampton Roads Advanced Traveler’s Information System (HRATIS) is described. This evaluation framework not only reflects the national evaluation guidelines developed by FHWA, but also extends the guidelines by proposing sources of performance data and null hypotheses to be tested.
The evaluation plan firstly identified goal areas and proposed corresponding performance measures. The goals include safety, mobility, customer satisfaction, environment, lessons learned, and cost/benefit analysis. The proposed performance measures are crashes, travel time, speed, market penetration, technical, institutional and financial issues encountered during the project implementation, and costs and benefits. Secondly, data collection strategies for the performance measures are developed. Four types of data/information sources are 1) traffic and incident/crash measures and information technology measures, 2) simulation measures, 3) user survey measures, and 4) lessons learned, financial data, system architecture and standards. Thirdly, null hypotheses that evaluate HRATIS impact for above goal areas are proposed. The baseline data established and the lessons learned are summarized below.
Safety related data collected are the number of accidents categorized by freeway section and detection source, and the number of secondary accidents by freeway section. The Hampton Roads STC database contains a total of 2338 accidents including 55 secondary accidents during the year 2000. Major sources of accident detection were FIRT (59 %), followed by VSP radio (25 %) and TMS Camera (13 %).
Travel times and speeds from GPS equipped vehicle trial runs, and loop detector data collected during the same periods of time are used as main sources of mobility data. The quality and the level of aggregation of the detector data currently available is not sufficient for estimating minute changes during incidents, even on the longest route (Interstate 64), for which the route travel time is nearly 30-35 minutes in both directions, under normal conditions. This situation is expected to be remedied with future deployment phases which include RTMS and acoustic sensors. The travel times obtained for the four major interstate routes will be used in future evaluations.
Customer satisfaction survey found that 1) a majority of people (77%) responded that they have access to more than one commuting route, 2) the major sources of traffic information are radio (58%) and television (66%), 3) the use of Internet is fairly low at 15%, even though 70% of people have access to the Internet, 4) traffic reports are likely to change a respondent's route (66%) and departure time (60%), 5) over a half of respondents (56%) stated that traffic reports lessened their anxiety or frustration, while only 36% said the reports saved them money, and 6) over a third of respondents (37%) felt that traffic reports are sometimes accurate while 8% felt they are never accurate.
A few items from the lessons learned report that are noteworthy are as follows. Technical issues encountered during the HRATIS implementation included significant space restriction for HRATIS equipment, electrical fluctuations, loop detector data quality and occasional failures of communication network, CCTV and loop detectors. Major institutional issues that occurred were associated with contracting issues with US Wireless and Cox IM; specifically, none of ITERIS private partners wanted to sign contract until VDOT signed theirs with ITERIS. Innovative financing and private partnership issues: no revenues forthcoming at present due to the changes in market conditions. For example, the venture with Cox IM, the exclusive Internet broadcaster, has not happened. ITERIS and VDOT are examining the options for a revised contract. The bankruptcy filing by US Wireless Corporation leads to changes in the data strategy. Finally, the lack of ISP interest required ITERIS to create a basic website to which others can link.
This methodology and the associated baseline performance data for the HRATIS evaluation project provide the tools to monitor the performance over the life of this project. The baseline data will be used for comparisons with data collected in subsequent years. The before and after data comparison based on the testing of the null hypotheses proposed in this report will determine the impact and/or success of HRATIS project. Further investigations and discussions on lessons learned report are expected.
The comprehensive approach taken here includes observed traffic and safety data, and information flow, along with the survey and lessons learned information that comprise the majority of previous ITS deployment evaluations. The proposed and completed stages of the baseline evaluation indicate that the approach taken is feasible and will provide the path for continuing evaluation of the HRATIS.
REFERENCES
1. ITS Evaluation Resource Guide, issued by Transportation Equity Act for 21st Century, http://www.its.dot.gov/eval/ResourceGuide/EvalGuidelines_ResourceGuide.htm
2. Intelligent Transportation Systems: Evaluation Guidelines for the Transportation Equity Act for the 21st Century :Operational Tests and Deployment Projects, http://www.its.dot.gov/eval/ResourceGuide/EvalGuidelines_EvaluationGuidelines.htm
3. COMPARE, ITS Strategic Deployment Plan, Update 2000, prepared for Hampton Roads MPO ITS Committee, by PB Farradyne, May, 2000.
4. Turbo Architecture software, FHWA and ITERIS, 2000.
5. Cambridge Systematics, ITS Deployment Analysis System: User’s Manual, 2000.
6. COMSIS, MINUTP User’s Manual, 1995.