Illinois 2007 Five Percent Report
This report is in response to the Federal requirement that each state describe at least 5 percent of its locations currently exhibiting the most severe highway safety needs, in accordance with Sections 148(c)(1)(D) and 148(g)(3)(A), of Title 23, United States Code. Each state's report is to include potential remedies to the hazardous locations identified; estimated costs of the remedies; and impediments to implementation of the remedies other than costs. The reports included on this web site represent a variety of methods utilized and various degrees of road coverage. Therefore, this report cannot be compared with the other reports included on this Web site.
Protection from Discovery and Admission into Evidence—Under 23 U.S.C. 148(g)(4) information collected or compiled for any purpose directly relating to this report shall not be subject to discovery or admitted into evidence in a Federal or State court proceeding or considered for other purposes in any action for damages arising from any occurrence at a location identified or addressed in the reports. |
Additional information, including the specific legislative requirements, can be found in the guidance provided by the Federal Highway Administration,
http://safety.fhwa.dot.gov/safetealu/fiveguidance.htm.
Five Percent Report: Summary Document
Federal Highway Administration Highway Safety Improvement Program
Illinois Department of Transportation
August 2007
Prepared by
CH2MHILL
Contents
1. Introduction
2. Overview of Basic Data
2.1 Crash Data
2.2 Roadway Inventory
3. Data Summary
4. Analysis Methodology
4.1 State and U.S. Highways
4.2 Local Roadways
4.3 Pedestrian Studies
4.4 Countywide Analysis
5. Characteristics of the Five Percent Sample
5.1 State and U.S. Highways
5.2 Interstate System
5.3 Local Roadways
5.4 Pedestrian Studies
5.5 Countywide Analysis
6. Comparison of 2006 and 2007 Locations
7. Treating the Five Percent Locations
7.1 Countermeasures: Their Effectiveness and Impediments to Implementation
7.2 High Risk Corridors
7.3 Pedestrian Crashes
7.4 High-Risk Behaviors
7.5 Local Analyses
7.6 Approach to Addressing Five Percent Locations
8. Conclusions
Tables
1 Mileage and Crashes by Severity by Roadway Type (2001-2005)
2 Crashes by Severity by Intersection Type (2001-2005)
3 Five Percent Sample Selection State, U.S. and Interstate Highways
4 Potential Countermeasures and Impediments to Implementation for Roadway Segments
1. Introduction
Section 1401 of SAFETEA-LU amended Section 148 of Title 23 USC to create a new Highway Safety Improvement Program (HSIP) as a core program of the Federal Highway Administration (FHWA) with separate funding. The purpose of HSIP is to reduce fatalities and serious injuries on public roads. As part of the HSIP, states are required to submit an annual report to the FHWA describing not less than 5 percent of the highway locations exhibiting the state's most pressing safety needs.
The intent of the Five Percent Report is to gain an understanding of the nature and extent of safety problems, to provide guidance to the states for as to where safety investments are needed, and to provide a basis for tracking the progress toward improving safety in each state. The FHWA is providing guidance for the process and content of the report. The FHWA Resource Center recommends that the report be as comprehensive as possible.
This report presents a summary of the 2007 analysis and selection of a 5 percent sample. For full detail and explanation, consult the Technical Document, prepared separately for IDOT.
FHWA encourages states to focus on problems that relate to severe crashes-those resulting in fatalities and serious injuries. Reference to and acknowledgement of a state's comprehensive safety plan is important. This translates to incorporating the full range of potential solutions to problems, including engineering and design measures, traffic law enforcement activities, and public education.
The analysis looked at recorded crashes in multiple dimensions. Determination of locations with overrepresentation of crashes was one important aspect of the study. Another was a geographically based (by county) evaluation of overrepresented high risk behaviors. Dealing with severe roadway crashes cost-effectively may involve both infrastructure improvements and specific locations or corridors; or sponsorship of enforcement and public education programs to address safety belt, impaired driving, or other high-risk behaviors in certain general areas.
In an effort to be comprehensive this report includes contains the results of analyses conducted using available data of interstates, interchanges, state and U.S. routes, state and U.S. intersections, local routes, high risk behaviors, and pedestrians to the extent possible with available data. As with the 2006 report, Illinois has analyzed the entire roadway system and described the most hazardous locations. The locations in this 2007 report represent approximately six 6 percent of the roadway mileage by category and by number of intersections or interchanges. For example, selected state and U.S. roadway segments represent approximately roughly 680 miles of the entire ten thousand 11,000 miles of roadway. Six percent was included because it was understood that some of the locations would fall out due to because of changes in geometry or crashes after the data analysis period.
2. Overview of Basic Data
2.1 Crash Data
The State of Illinois is enhancing system coverage of crash data for safety analysis. In 2006, crash data on the local system were not part of its GIS system. For the 2007 analysis, Illinois has 80 percent coverage for 2005 of located local crashes and 50 percent coverage for 2004. IDOT plans to have at least 3 years of crashes located on the local system for the 2008 FHWA Five Percent Report.
Statewide crash data are also more current. In 2006, crash data were available for 1999 to 2003 on the state roadway system. Crash data for 2001 to 2005 are available for the current analysis.
2.2 Roadway Inventory
Roadway feature data (2006) were furnished for all U.S., state, interstate and most local roadways in Illinois. The roadway data provided information on the characteristics of the roadway, the most important of which for this study were functional classification, length, and cross-sectional features (number of lanes, presence of median). For each U.S. or state highway segment, the roadway feature inventory also contained average daily traffic and the year in which traffic was counted. Traffic volume was provided for only a small proportion of local roadways.
3. Data Summary
During the 5-year period 2001 to 2005, there were 431,359 fatal or injury crashes on Illinois roadways. Of these, 251,347, or 58 percent were nonintersection crashes and the remainder, 180,012 or 42 percent occurred at intersections.
Table 1 indicates the number of fatal and injury crashes on that have occurred on Illinois roadways by roadway type for the period 2001 to 2005. Forty-two percent of the fatal crashes occur on the local roadway system, which comprises 87 percent of the roadway mileage in Illinois. While the interstate system represents only 3 percent of the roadway mileage, it accounts for 14 percent of the fatal crashes.
TABLE 1
Mileage and Crashes by Severity by Roadway Type (2001-2005)
| Roadway Type | Mileage | Injury Type | |||||
|---|---|---|---|---|---|---|---|
| Fatal | A | B | C | Total | |||
| Interstate, freeway, and expressway | 3,276 | 855 | 6,169 | 15,493 | 13,987 | 36,504 | |
| U.S./state | Rural 2-lane | 8,223 | 777 | 4,256 | 7,703 | 3,541 | 16,277 |
| Rural multilane | 590 | 101 | 794 | 1,749 | 1,609 | 4,253 | |
| Urban 2-lane | 1,176 | 186 | 1,769 | 4,332 | 4,176 | 10,463 | |
| Urban multilane | 1,313 | 355 | 4,408 | 11,723 | 13,301 | 29,787 | |
| Subtotal | 11,302 | 1,419 | 11,227 | 25,507 | 22,627 | 60,780 | |
| Local | 99,136 | 2622 | 27281 | 73056 | 51104 | 154,063 | |
| Intersections | 1,416 | 25,442 | 75,648 | 77,506 | 180,012a | ||
| Total | 11,3714 | 6,312 | 70,119 | 189,704 | 165,224 | 431,359 | |
a Intersection crashes calculated using only the following traffic control types: traffic signal, stop sign/red flasher and yield.
TABLE 2
Crashes by Severity by Intersection Type (2001-2005)
| Intersection Type | Injury Type | ||||
|---|---|---|---|---|---|
| Fatal | A | B | C | Total | |
| Signalizeda | 682 | 15,442 | 47,376 | 53,881 | 11,7381 |
| Unsignalizedb | 734 | 10,000 | 28,272 | 23,625 | 62,631 |
| Total | 1,416 | 25,442 | 75,648 | 77,506 | 180,012 |
aSignalized intersection crashes calculated using type of traffic control: traffic signal.
bUnsignalized intersection crashes calculated using type of traffic control: stop sign/red flasher and yield.
Illinois continues to make progress to fill data gaps, but some factors may affect this analysis:
- Availability of located crash data for the local roadway system.
- Exposure data for pedestrian analyses and traffic volume data for the local road system.
- Additional Roadway Feature Inventory describing the roadside, intersection traffic control, and horizontal and vertical alignment.
4. Analysis Methodology
4.1 State and U.S. Highways
The fundamental task was to identify homogeneous roadway segments, intersections, or interchanges with historic safety behavior indicating significantly worse crash experience than what should be expected.
The scientifically accepted method for evaluating crash and traffic information is to use frequency of crashes per unit length and time. "Crashes per mile per 5 years" was adopted as the metric for characterizing high risk roadway segments. State and U.S. highways were segmented into ADT ranges to control for the effects of traffic volume on risk. To control for and address differences in performance of different roadway types, the data were segmented by location (rural vs. urban) and roadway type (2-lane vs. multilane).
Interstates were evaluated based on interstate segments, between interchanges, and analyzed for the dense urban areas separately from more rural areas of the state. Interchanges and intersections were evaluated separately from roadway segments. Interchanges were further separated by service and system interchanges, and intersections were further separately by signalized or unsignalized locations.
Per FHWA direction, analyses should focus attention on the most severe crashes: the fatal and A-type injury crashes. In addition to evaluating crash frequency, a severity weighting method was applied. The weighing was based on a ratio of 11:1 for combined fatal and A-type injury crashes to combined B and C-type injury crashes. The weighting factors were applied to the analysis location to establish a rank order of sites based on crash severity.
Locations were ranked by crash frequency and crash severity and compared. Many of the same sites appeared at the top of each list as having high frequency of fatal and injury crashes and a high severity weighting. The matching sites on both lists tend to make up the 5 percent locations based on roadway mileage or number of intersections/interchanges. After the preliminary list was prepared, locations with a high number of animal crashes were removed from the list and locations were verified by reviewing exhibits of selected segments with fatal and A-type injury crashes. Table 2 summarizes the 5 percent selected locations for roadway segments, intersections, and interchanges.
4.2 Local Roadways
Approximately 80 percent of total crashes for one year (2005) were located in GIS on the local road system. It was not possible, therefore, to identify high crash locations on local roads in a manner similar to that accomplished for the state and U.S. highway system. An aggregate level crash analysis was generated, however, using 2005 local road crash data and location maps.
TABLE 3
Five Percent Selected Locations State, U.S. and Interstate Highways
| Facility Type | Mileage | Number of Selected Segments | Mileage of Selected Segments | Percent of Total Mileage |
|---|---|---|---|---|
| Rural 2-lane | 8,223 | 196 | 488 | 5.9% |
| Rural multilane | 590 | 34 | 43 | 7.2% |
| Urban 2-Lane | 1,176 | 80 | 71 | 6.0% |
| Urban multilane | 1,313 | 104 | 104 | 7.9% |
| Interstate statewide | 1,502 | 44 | 130 | 8.6% |
| Interstate downtown area | 50 | 5 | 5 | 10.0% |
| Intersections and Interchanges | Number of Locations | Number of 5% Sample Locations | Percent of Locations |
|---|---|---|---|
| Signalized intersections | 613 | 43 | 7.0% |
| Unsignalized intersections | 530 | 34 | 6.4% |
| Service interchanges | 478 | 26 | 5.4% |
| System interchanges | 42 | 3 | 7.1% |
4.3 Pedestrian Studies
The Chicago Metropolitan Agency for Planning has conducted studies of pedestrian crashes for 2003 and 2005. They have created pedestrian crash density maps to highlight areas of greater concern. Unfortunately there are no good pedestrian exposure data, but targeted improvements can be made based on the results. The 5 percent most hazardous crash rates involving pedestrians were determined by performing a dot density analysis of geocoded crashes.
4.4 High Risk Behavior Countywide Analysis
High risk behaviors were characterized on a county-by-county basis to determine geographic bias or tendencies, and provide focus for application of resources to address these behaviors. Analyses were conducted by county of the following traffic safety behavioral features:
- Severe crashes in which the driver or occupant was unrestrained
- Severe crashes in which the driver was recorded as being impaired
- Severe crashes involving drivers 18 years old or younger
- Severe crashes involving drivers 70 years old or older
- Fatal motorcycle crashes wherein the driver was helmetless
5. Characteristics of the Five Percent Locations
5.1 State and U.S. Highways
5.1.1 Roadway Segments
The selected sample of high-risk locations on state and U.S. highways in Illinois experienced one and one-half to four times the crash rate of the overall system. During the 2001-2005 analysis period, roughly 16 percent of fatal and injury crashes on the U.S. and state highways occurred on the selected segments. The segments also accounted for 18 percent of fatal and severe injury (fatal and A-type injury) crashes during the 5 year period.
Table A-1 lists the selected 5 percent segments for the state and U.S. routes.
5.1.2 Intersections
The five percent sample includes 43 locations, or 7 percent of the total number of U.S. and state route signalized intersections. These locations accounted for 15 percent of fatal and injury crashes at all U.S. and state route signalized intersections and 20 percent of the fatal and A-type injury crashes.
The 5 percent sample of unsignalized intersections includes 34 locations, or 6.4 percent of the total number of unsignalized intersections on state and U.S. routes. These accounted for 17.5 percent of fatal and injury crashes at all U.S. and state route unsignalized intersections and 30 percent of the fatal and A-type injury crashes.
Table A-2 lists the selected five percent samples of U.S. and state route signalized and unsignalized intersections.
5.2 Interstate System
One hundred thirty miles of the interstate system (except downtown areas) was selected as most hazardous. This represents just over 6 percent of the roadway mileage in this category but accounted for 17.5 percent of the fatal crashes and 16 percent of the fatal and A-type injury crashes during the 5-year analysis period. Sample segments are described in Table A-3.
Five miles of interstate mileage was selected as most hazardous in downtown locations. This represents 10 percent of the roadway mileage in this category but accounted for 50 percent of the fatal crashes and over 50 percent of the fatal and A-injury crashes during the five-year analysis period. Sample segments are described in Table A-4, attached.
Twenty-six service interchanges and three system interchanges were selected to represent the 5 percent most hazardous locations. Sample interchanges are described in Table A-5.
5.3 Local Roadways
Location maps and statewide aggregate statistics were prepared to provide a general overview of safety on the local system. Cook, Peoria, Rock Island, Macon, and St. Clair counties have the highest overall rate of fatal plus injury crashes on the local roadway system. Most crashes on the local system (88 percent) occurred in urban areas. Districts 1 and 8 appear to contain the greatest concentration of counties with significantly higher overall crash rates. Note however that the overall rates have decreased from the 2006 FHWA Five Percent Report.
5.4 Pedestrian Studies
The 5 percent most hazardous pedestrian crash locations were identified based on crash density. When overlaid on the 5 percent selected U.S and state route segments, it was found that some of the selected segments also have a high preponderance of pedestrian crashes.
5.5 Countywide Analysis
Counties with high percentages of unrestrained fatalities, impaired drivers, helmetless motorcycle fatalities, and involvement in fatal or severe injury crashes by young or old drivers were identified as candidates for targeted public education and enforcement programs.
6. Comparison of 2006 and 2007 Locations
There are several differences in evaluation parameters between the 2006 and 2007 reports that may have contributed to differences in the locations that were selected as most hazardous. To gauge the impact of changes in data sets and procedures, selected segments was compared.
There were 406 segments selected on U.S. and state highways in 2006 and 410 in 2007. Of the selected segments, there were 248 matches, or 61 percent. There were 18 matching locations for signalized intersections and 6 for unsignalized intersections, representing 46 and 60 percent, respectively, of the sample intersections.
7. Treating the Five Percent Locations
Data limitations discussed previously preclude definitive judgments or decisions regarding what should be done at each location. Further study is required to understand site conditions (pavement and shoulder condition, roadside characteristics, right-of-way, etc.).
The IDOT intends to address each indicated location in the following manner:
It is first necessary to confirm that each location has not been materially changed or improved since 2005, the latest date of the crash database.
Field review of sites is needed to confirm the accuracy of the data, to determine feasible engineering alternatives, and to provide the necessary information to enable evaluation of appropriate countermeasures for each site. Additional effort is needed to understand the specifics of crash types (time of day, pavement or weather condition, etc.).
Updated crash information, if available, will be used to confirm whether sites continue to pose safety risks and to adjust lists or maps as needed.
The 5 percent locations were determined based on statewide analysis and therefore logical project termini must be determined. Maps with overlays of fatal and A-type injury crashes, high risk corridors, and other tools can be used to help identify logical termini to appropriately identify high risk area.
Low cost safety improvements consistent with countermeasures discussed in the NCHRP Report 500 series and other recent research will be studied for each site. Effective countermeasures address the specific crash types that predominate at a site or can be expected given the type of roadway and level of traffic volume expected. Countermeasures have a cost both in dollar implementation terms and other factors of varying importance depending on the circumstances.
Road safety assessments are being used throughout the state to identify high risk locations and develop countermeasures. Road safety assessments may be a good method for addressing the 5 percent locations.
7.1 Countermeasures: Their Effectiveness and Impediments to Implementation
Table 3 lists countermeasures and their attributes, based on the literature, and specifically the NCHRP Report 500 series, for consideration at the high-risk roadway segments and intersections, along with possible impediments to implementation of each countermeasure.
7.2 High Risk Corridors
High-risk corridors should be considered for potential improvements. High risk corridors are locations where there are numerous closely spaced high-risk segments. The suggested approach to those corridors is to undertake a more comprehensive study to determine the appropriate approach. Rather than spot treatment with selected countermeasures, it may be appropriate to consider reconstruction (alignment revisions, cross section improvements, etc.) over the length of the corridors.
7.3 Pedestrian Crashes
The Chicago Metropolitan Agency for Planning and the City of Chicago Department of Transportation have worked closely to address the safety needs of pedestrians. The Agency has identified high pedestrian crash density areas, led pedestrian task forces, and provided training. The Department has been implementing safety countermeasures such as pedestrian countdown signals and pedestrian lead phases. Maps in the study report provide the correlation between high risk segments and locations with a high preponderance of pedestrian crashes. This can provide additional focus for countermeasures along the corridors.
7.4 High-Risk Behaviors
Counties where there is evidence of significant overrepresentation of high-risk behavior (alcohol, lack of seat belt usage, speeding) may be subjects for multi-agency efforts to combat such behavior. Allocation of state funds to those counties may be the most cost-effective use of limited funds. Targeted enforcement activities, targeted public information efforts, or some combination of these may prove effective.
7.5 Local Analyses
Counties where there is evidence of significant overrepresentation of crashes can focus efforts on particular types of crashes or locations.
IDOT is in the process of locating most of the crashes that happened on the local system. It is recommended to use data starting from 2005 and ahead for future analysis. Meanwhile, the following recommendations can be used to identify high crash locations on the local road system, and these can be used by any county or any district:
Share location data for 2005 with County Engineer and Sheriff.
From their local knowledge and other data, identify potential sites of interest to either monitor or consider treatment.
For sites that potentially pose high risk, conduct simple counts to establish exposure base.
Refer to threshold frequency and weighted frequency values for high crash locations from the statewide data analyses to help make these judgments
Use the Illinois countermeasure tool to assist counties in allocating funds to reduce the greatest number of fatal and severe injury crashes.
TABLE 4
Potential Countermeasures and Impediments to Implementation for Roadway Segments
| Typical Predominant Crash Types | Potential Countermeasure | Impediment to Implementation |
|---|---|---|
| 2-Lane Rural Roadway | ||
| Low to Moderate Traffic Volume | ||
| Run off Road, Fixed Object and Overturned | Install shoulder/edgeline rumble strips | Requires paved shoulder in good condition |
| Difficult snow removal | ||
| Adverse effects on cyclists | ||
| Undesirable noise levels | ||
| Additional shoulder maintenance requirements | ||
| Improve or provide delineation | ||
| Remove/relocate roadside obstacles | Public reaction to tree cutting | |
| Coordination with environmental and public groups | ||
| Implement guardrail | Potential widening and attendant impacts | |
| Additional maintenance requirements | ||
| Pave shoulder; implement 'safety wedge' | Requires sufficient width of unpaved shoulder | |
| Flatten sideslope; reshape or regrade ditch | Potential right-of-way required | |
| Affect drainage patterns (culvert and other issues) | ||
| Potential environmental issues re: right-of-way | ||
| Widen pavement/shoulder through curve | Potential right-of-way required | |
| Improve superelevation transition | ||
| Advance curve warning (sign, rumble strips, etc.) | ||
| Reconstruct horizontal curve | Right-of-way required; more extensive impacts | |
| Generally cost-effective for only higher volumes | ||
| Rear-End and Same Direction Sideswipe | Relocate or remove driveways/minor intersections | Property owner objections to changes in access |
| Widen to provide left-turn lanes | Potential right-of-way and environmental issues | |
| Enforce speed limit | Requires shoulder or other locations for enforcement | |
| Diverts resources from other enforcement activities | ||
| Remove/relocate roadside sight obstructions | Public reaction to tree cutting | |
| Improve vertical geometry to enhance sight distance | Potential/probable right-of-way required | |
| High Traffic Volume | ||
| Rear-End and Same Direction Sideswipe | Relocate or remove driveways/minor intersections | Property owner objections to changes in access |
| Widen or place in median left-turn lanes | Potential right-of-way and environmental issues | |
| Enforce speed limit | Requires shoulder or other locations for enforcement | |
| Diverts resources from other enforcement activities | ||
| Improve advance warning of signals, intersections | ||
| Fixed Object and Overturned | Install shoulder/edgeline rumble strips | Requires paved shoulder in good condition |
| Difficult snow removal | ||
| Adverse effects on cyclists | ||
| Undesirable noise levels | ||
| Additional shoulder maintenance requirements | ||
| Remove/relocate roadside obstacles | Public reaction to tree cutting | |
| Coordination with environmental and public groups | ||
| Implement guardrail | Potential widening and attendant impacts | |
| Additional maintenance requirements | ||
| Pave shoulder; implement 'safety wedge' | Requires sufficient width of unpaved shoulder | |
| Flatten sideslope; reshape or regrade ditch | Potential right-of-way required | |
| Affect drainage patterns (culvert and other issues) | ||
| Potential environmental issues re: Right-of-way | ||
| Adverse effects on cyclists | ||
| Undesirable noise levels | ||
| Multilane Rural Roadway | ||
| Rear-End and Same Direction Sideswipe | Enforce speed limit | Diverts resources from other enforcement activities |
| Provide left-turn lanes | Potential right-of-way and environmental issues | |
| Affects median drainage | ||
| Remove roadside sight obstructions | Public reaction to tree cutting | |
| Coordination with environmental and public groups | ||
| Fixed Object and Overturned | Install shoulder/edgeline rumble strips | Difficult snow removal |
| Adverse effects on cyclists | ||
| Undesirable noise levels | ||
| Additional shoulder maintenance requirements | ||
| Remove/relocate roadside obstacles | Public reaction to tree cutting | |
| Coordination with environmental and public groups | ||
| Urban Arterials | ||
| Rear-end and same direction sideswipe | Add left turn lanes | Limited space may preclude or require right-of-way |
| Proximity to major intersection may limit ability | ||
| Implement median access control (raised) | Objections of adjacent property owners (access) | |
| Affect drainage patterns | ||
| Increase maintenance requirements | ||
| Relocate/close driveways | Objections of adjacent property owners (access) | |
| Improve or establish progression for signals | Conflicts with signal requirements of crossing roads | |
| Requires consensus of neighboring towns | ||
| Restrict or prohibit left turns | Increases out of direction travel | |
| Objections of adjacent property owners (access) | ||
| Pedestrian | Add/improve signalization along arterial for pedestrians | May degrade operational quality |
| Implement raised median | Objections of adjacent property owners (access) | |
| Affect drainage patterns | ||
| Increase maintenance requirements | ||
| Revise and enforce speed limits | Requires shoulder or other locations for enforcement | |
| Diverts resources from other enforcement activities | ||
| Angle and Turning | Add left turn lanes | Limited space may preclude or require right-of-way |
| Proximity to major intersection may limit ability | ||
| Implement median access control (raised) | Objections of adjacent property owners (access) | |
| Affect drainage patterns | ||
| Increase maintenance requirements | ||
| Relocate/close driveways | Objections of adjacent property owners (access) | |
| Restrict or prohibit left turns | Increases out of direction travel | |
| Objections of adjacent property owners (access) | ||
7.6 Approach to Addressing Five Percent Locations
The information in the Five Percent Report will be provided to IDOT District engineers, county engineers, the Illinois State Police, and Illinois Emergency Medical Services to help guide their safety programs. Results shown are determined on a macro level for the entire state. The selected roadway and interstate segments should be reviewed, therefore, for potential inclusion in corridor or segment improvements that have logical termini. Specific recommendations should be evaluated and included on a case-by-case basis. Overlay exhibits have been prepared showing all fatal and A-type injury crashes in the selected segments. These maps, and other tools, will be useful in determining potential project termini. It is also recommended that road safety assessments be conducted at hazardous locations whenever possible. In 2006, District engineers reviewed the segments in the Five Percent Report for potential submittal for HSIP funding. (See the Appendix A of the Technical Document r specific responses from District engineers.)
The Illinois State Police and EMS have been active participants on implementation teams for the Illinois Comprehensive Highway Safety Plan. The Illinois State Police have led targeted enforcement programs, including a major photo enforcement campaign, and they have participated in road safety assessments among others.
8. Conclusions
2007 is the second year of the FHWA Five Percent reporting requirement. Although states continue to struggle with data availability, IDOT has made strides since last year and has been able to provide a more comprehensive 2007 FHWA Five Percent Report.
The department directed additional resources toward the effort of improving the quality and timeliness of crash data, especially for the local roadway system. Initiatives that are ongoing at this time include expanding the use of electronic crash reports, assisting the local agencies financially to identify crash locations by geocode, and developing a Safety Data Mart system that will serve as a data warehouse for both internal and external users and allow various queries. These initiatives have drastically improved IDOT's ability to identify problems, direct resources, create reports, further evaluate the effectiveness of projects and countermeasures in the future, and, ultimately, reduce fatalities and serious injuries on the public roadways of Illinois.
IDOT is committed to reducing fatalities and serious injuries on all Illinois roadways and will strive to reduce them further.
TABLE A-1
2007 Five Percent Selected Segments for U.S. and State Routes
| Segment ID | Length (mi.) | Inventory | Begin Station | End Station | District | County |
|---|---|---|---|---|---|---|
| 7 | 3.99 | 052 31177 000000 | 15.37 | 19.37 | 2 | 52 |
| 10 | 7.32 | 050 20627 000000 | 3.55 | 10.91 | 3 | 50 |
| 14 | 9.61 | 088 31194 000000 | 0.5 | 10.07 | 4 | 88 |
| 22 | 5.52 | 020 20721 000000 | 2.36 | 7.87 | 5 | 20 |
| 23 | 4.34 | 020 20071 000000 | 5.53 | 9.86 | 5 | 20 |
| 24 | 5.86 | 020 20071 000000 | 0 | 3.57 | 5 | 20 |
| 24 | 5.86 | 054 20071 000000 | 0 | 2.3 | 6 | 54 |
| 25 | 2.27 | 009 20614 000000 | 0 | 0.67 | 6 | 9 |
| 25 | 2.27 | 063 20614 000000 | * 8.97 | * 17.28 | 6 | 63 |
| 26 | 5.66 | 005 20554 000000 | 1.67 | 7.37 | 6 | 5 |
| 28 | 5.43 | 075 32600 000000 | 7.72 | 17.95 | 6 | 75 |
| 29 | 4.12 | 075 32600 000000 | * 13.16 | * 17.28 | 6 | 75 |
| 36 | 8.22 | 031 20761 000000 | 2.29 | 10.54 | 8 | 31 |
| 37 | 3.48 | 007 20304 000000 | 17.21 | 20.68 | 8 | 7 |
| 38 | 4.67 | 042 20304 000000 | 11.82 | 16.51 | 8 | 42 |
| 39 | 3.35 | 042 30752 000000 | 0 | 3.35 | 8 | 42 |
| 40 | 2.73 | 026 32793 000000 | 5.43 | 8.16 | 7 | 26 |
| 43 | 3.62 | 051 20781 000000 | 3.18 | 6.79 | 7 | 51 |
| 45 | 1.74 | 095 30819 000000 | 3.63 | 7.42 | 8 | 95 |
| 48 | 3.24 | 044 20881 000000 | 0 | 2.06 | 9 | 44 |
| 48 | 3.24 | 100 20881 000000 | 0.46 | 1.64 | 9 | 100 |
| 49 | 0.45 | 035 20885 000000 | 0 | 0.45 | 9 | 35 |
| 49 | 0.74 | 076 20885 000000 | 21.05 | 21.79 | 9 | 76 |
| 50 | 1.72 | 076 20132 000000 | * 17.63 | * 18.67 | 9 | 76 |
| 50 | 1.72 | 076 20885 000000 | * 0.4 | * 1.89 | 9 | 76 |
| 52 | 3.67 | 031 20566 000000 | 0 | 2.65 | 8 | 31 |
| 52 | 3.67 | 086 20566 000000 | 8.52 | 9.54 | 6 | 86 |
| 14007 | 6.53 | 048 30380 000000 | 0.16 | 6.67 | 4 | 48 |
| 14012 | 6.65 | 063 20614 000000 | * 8.97 | * 15.63 | 6 | 63 |
| 14013 | 4.51 | 084 30618 000000 | 1.1 | 5.64 | 6 | 84 |
| 9873 | 1.2 | 056 20305 000000 | 15.01 | 16.23 | 1 | 56 |
| 9894 | 1.7 | 049 20866 000000 | * 6.25 | * 7.98 | 1 | 49 |
| 9899 | 1.3 | 016 20343 000000 | 8.08 | 9.44 | 1 | 16 |
| 9903 | 0.5 | 049 20337 000000 | 3.32 | 3.82 | 1 | 49 |
| 9906 | 2.6 | 049 20335 000000 | 9.51 | 12.08 | 1 | 49 |
| 9912 | 1.2 | 049 20335 000000 | 1.42 | 2.67 | 1 | 49 |
| 9915 | 2.6 | 056 20336 000000 | 13.2 | 14.79 | 1 | 56 |
| 9928 | 0.8 | 004 20517 000000 | 2.65 | 3.8 | 2 | 4 |
| 9937 | 0.6 | 045 20345 000000 | 11.06 | 11.56 | 1 | 45 |
| 9945 | 0.7 | 022 20870 000000 | 9.45 | 10 | 1 | 22 |
| 9961 | 0.7 | 047 20349 000000 | 6.85 | 7.65 | 3 | 47 |
| 9965 | 0.5 | 099 20575 000000 | 1.07 | 1.61 | 1 | 99 |
| 9967 | 0.7 | 099 20575 000000 | 0.38 | 1.61 | 1 | 99 |
| 9968 | 0.7 | 099 20338 000000 | 9.76 | 10.43 | 1 | 99 |
| 46 | 0.68 | 028 20853 000000 | 10.07 | 10.76 | 9 | 28 |
| 56 | 2.12 | 008 20308 000000 | 0 | 0.6 | 2 | 8 |
| 56 | 2.12 | 043 20308 000000 | 9.28 | 10.82 | 2 | 43 |
| 57 | 2.89 | 008 20308 000000 | 2.88 | 5.77 | 2 | 8 |
| 61 | 3.68 | 006 20587 000000 | 34.3 | 36.95 | 3 | 6 |
| 61 | 3.68 | 050 20587 000000 | 0 | 1.04 | 3 | 50 |
| 62 | 1.36 | 050 20587 000000 | 8.34 | 11.69 | 3 | 50 |
| 63 | 1.36 | 006 32247 000000 | 2.66 | 4.05 | 3 | 6 |
| 64 | 1.5 | 099 20631 000000 | 5.03 | 6.55 | 1 | 99 |
| 66 | 1.83 | 066 20546 000000 | 2.05 | 3.89 | 4 | 66 |
| 67 | 3.86 | 094 20310 000000 | 0.26 | 7.22 | 4 | 94 |
| 68 | 3.26 | 094 20310 000000 | 0.26 | 7.22 | 4 | 94 |
| 70 | 3.44 | 088 31375 000000 | 1.91 | 5.34 | 4 | 88 |
| 72 | 3.14 | 102 20673 000000 | 18.52 | 21.65 | 4 | 102 |
| 75 | 3.77 | 072 31388 000000 | 12.72 | 16.47 | 4 | 72 |
| 76 | 5.03 | 029 20622 000000 | 6.08 | 11.49 | 4 | 29 |
| 79 | 3.1 | 036 20522 000000 | 10.4 | 14.27 | 4 | 36 |
| 81 | 4.26 | 027 20697 000000 | 0.53 | 4.81 | 3 | 27 |
| 82 | 2.79 | 027 20697 000000 | 6.97 | 11.59 | 3 | 27 |
| 88 | 2.14 | 026 20774 000000 | 0 | 1.44 | 7 | 26 |
| 88 | 2.14 | 087 20774 000000 | 13.19 | 13.89 | 7 | 87 |
| 93 | 2.39 | 026 20777 000000 | 3.81 | 6.19 | 7 | 26 |
| 94 | 7.23 | 003 20785 000000 | 3.61 | 10.84 | 8 | 3 |
| 95 | 2.53 | 031 20010 000000 | 0 | 7.65 | 8 | 31 |
| 96 | 5.09 | 031 20010 000000 | 2.54 | 7.65 | 8 | 31 |
| 97 | 1.52 | 075 20757 000000 | 1.44 | 3 | 6 | 75 |
| 99 | 1.18 | 042 30749 000000 | 9 | 10.16 | 8 | 42 |
| 100 | 1.31 | 007 20304 000000 | 21.93 | 24.45 | 8 | 7 |
| 101 | 1.2 | 042 20304 000000 | 0.94 | 2.16 | 8 | 42 |
| 102 | 1.71 | 042 20304 000000 | 4.15 | 4.22 | 8 | 42 |
| 102 | 1.71 | 042 20325 000000 | 0 | 1.64 | 8 | 42 |
| 106 | 4.77 | 014 20690 000000 | 12.06 | 13.57 | 8 | 14 |
| 106 | 4.77 | 014 31848 000000 | 0 | 0.98 | 8 | 14 |
| 106 | 4.77 | 082 31848 000000 | 1.11 | 3.4 | 8 | 82 |
| 108 | 4.99 | 095 20817 000000 | 11.86 | 16.87 | 8 | 95 |
| 112 | 3.1 | 097 20782 000000 | 0.32 | 4.21 | 9 | 97 |
| 113 | 3.71 | 028 20873 000000 | 18.53 | 22.26 | 9 | 28 |
| 115 | 4.56 | 083 20881 000000 | 7 | 11.55 | 9 | 83 |
| 117 | 4.24 | 044 20726 000000 | 4.08 | 8.34 | 9 | 44 |
| 125 | 0.96 | 063 20315 000000 | 12.52 | 13.48 | 6 | 63 |
| 128 | 2.39 | 075 20321 000000 | 15.41 | 17.8 | 6 | 75 |
| 15023 | 0.86 | 023 20091 000000 | 4.66 | 5.52 | 5 | 23 |
| 15025 | 5.18 | 014 20805 000000 | 14.81 | 20.05 | 8 | 14 |
| 15027 | 1.58 | 079 31835 000000 | 4.2 | 5.81 | 8 | 79 |
| 15028 | 6.25 | 079 20312 000000 | 29.16 | 35.52 | 8 | 79 |
| 9287 | 2.15 | 046 30310 000000 | 3.81 | 5.97 | 3 | 46 |
| 9289 | 2.34 | 032 20623 000000 | 0 | 3.77 | 3 | 32 |
| 9290 | 0.66 | 019 20017 000000 | 0 | 0.65 | 3 | 19 |
| 9291 | 2.47 | 056 20324 000000 | 4.07 | 7.25 | 1 | 56 |
| 9292 | 2.75 | 056 20303 000000 | 6.89 | 9.77 | 1 | 56 |
| 9293 | 3.39 | 101 20505 000000 | 13.26 | 16.65 | 2 | 101 |
| 9294 | 4.25 | 101 20505 000000 | 6.3 | 10.55 | 2 | 101 |
| 9296 | 2.14 | 037 20022 000000 | 13.78 | 16.88 | 2 | 37 |
| 9297 | 1.57 | 037 20638 000000 | 10.39 | 13.38 | 2 | 37 |
| 9299 | 054 20320 000000 | 22.07 | 22.93 | 6 | 54 | |
| 9299 | 2.85 | 058 20320 000000 | 0 | 3.03 | 7 | 58 |
| 9300 | 2.42 | 023 20332 000000 | 6.25 | 8.67 | 5 | 23 |
| 9302 | 0.89 | 010 31512 000000 | 6.62 | 7.51 | 5 | 10 |
| 9304 | 2.66 | 010 31522 000000 | 2.25 | 4.91 | 5 | 10 |
| 9306 | 2 | 046 20840 000000 | 19.19 | 21.2 | 3 | 46 |
| 9308 | 2.75 | 102 20698 000000 | 4.32 | 7.1 | 4 | 102 |
| 9309 | 1.16 | 094 20313 000000 | 1.92 | 3.08 | 4 | 94 |
| 9310 | 3.84 | 065 20034 000000 | 16.25 | 20.13 | 6 | 65 |
| 9311 | 2.38 | 063 20614 000000 | 0.67 | 3.46 | 6 | 63 |
| 9312 | 2.9 | 001 20317 000000 | 8.95 | 12.74 | 6 | 1 |
| 9313 | 1.85 | 001 20317 000000 | 6.32 | 8.19 | 6 | 1 |
| 9317 | 3.88 | 082 20609 000000 | 2.78 | 6.67 | 8 | 82 |
| 9318 | 1.48 | 082 20609 000000 | 0 | 1.51 | 8 | 82 |
| 9320 | 1.76 | 082 99377 000000 | 2.71 | 4.79 | 8 | 82 |
| 9321 | 1.89 | 060 30770 000000 | 1.97 | 3.87 | 8 | 60 |
| 9323 | 2.33 | 095 20042 000000 | 1.81 | 5.54 | 8 | 95 |
| 9327 | 2.77 | 025 20328 000000 | 10.36 | 13.12 | 7 | 25 |
| 9328 | 1.54 | 087 20322 000000 | 11.08 | 13.08 | 7 | 87 |
| 9329 | 3.55 | 011 20322 000000 | 11.05 | 15.19 | 6 | 11 |
| 9330 | 2.38 | 011 20322 000000 | 18.25 | 20.26 | 6 | 11 |
| 9330 | 2.38 | 087 20322 000000 | 3.76 | 5.7 | 7 | 87 |
| 9331 | 2.29 | 025 31652 000000 | 1.54 | 3.83 | 7 | 25 |
| 9332 | 2.37 | 025 20774 000000 | 4.88 | 9.24 | 7 | 25 |
| 9335 | 2.93 | 040 20781 000000 | 0.21 | 3.15 | 7 | 40 |
| 9337 | 2.28 | 041 20849 000000 | 6.03 | 9.58 | 9 | 41 |
| 9338 | 2.35 | 041 32869 000000 | 1.01 | 4.07 | 9 | 41 |
| 9340 | 3.52 | 100 30904 000000 | 9.6 | 9.82 | 9 | 100 |
| 9341 | 2.16 | 028 20726 000000 | 12.04 | 15 | 9 | 28 |
| 9342 | 3.43 | 028 20869 000000 | 0.45 | 3.88 | 9 | 28 |
| 9344 | 2.4 | 039 20331 000000 | 2.71 | 5.12 | 9 | 39 |
| 9345 | 3.77 | 095 20817 000000 | 18.92 | 21.25 | 8 | 95 |
| 9348 | 3.26 | 079 20329 000000 | 11.32 | 15.13 | 8 | 79 |
| 16001 | 3.12 | 056 20303 000000 | 11.69 | 14.79 | 1 | 56 |
| 16002 | 0.67 | 056 20303 000000 | 6.22 | 9.77 | 1 | 56 |
| 16003 | 4 | 019 20324 000000 | 0 | 3.99 | 3 | 19 |
| 16011 | 8.33 | 062 20649 000000 | 2.47 | 10.81 | 4 | 62 |
| 16017 | 4.37 | 001 20317 000000 | 14.34 | 18.67 | 6 | 1 |
| 16025 | 2.01 | 059 20662 000000 | 21.02 | 23.08 | 6 | 59 |
| 16026 | 0.76 | 082 20609 000000 | 2.04 | 6.67 | 8 | 82 |
| 16027 | 1.39 | 095 20042 000000 | 1.81 | 5.54 | 8 | 95 |
| 16031 | 2.04 | 051 31806 000000 | 4.08 | 6.12 | 7 | 51 |
| 16033 | 3.65 | 028 20869 000000 | 0 | 4.36 | 9 | 28 |
| 16033 | 073 20869 000000 | 1.7 | 4.4 | 9 | 73 | |
| 16037 | 2.04 | 064 20132 000000 | 8.1 | 10.13 | 9 | 64 |
| 137 | 1.09 | 014 20690 000000 | 4.99 | 7.43 | 8 | 14 |
| 141 | 1 | 080 20116 000000 | 5.33 | 6.34 | 7 | 80 |
| 9349 | 1 | 032 30301 000000 | 5.02 | 6.02 | 3 | 32 |
| 9350 | 1.49 | 046 20631 000000 | 0 | 1.49 | 3 | 46 |
| 9351 | 0.91 | 046 20631 000000 | 5.64 | 6.55 | 3 | 46 |
| 9352 | 1.26 | 056 20326 000000 | 0.91 | 4.05 | 1 | 56 |
| 9354 | 2.4 | 050 20311 000000 | 3.93 | 6.33 | 3 | 50 |
| 9356 | 2.55 | 050 20311 000000 | 3.93 | 6.33 | 3 | 50 |
| 9357 | 0.74 | 050 20623 000000 | 7.76 | 10.38 | 3 | 50 |
| 9358 | 0.88 | 006 20698 000000 | 17.37 | 17.7 | 3 | 6 |
| 9358 | 0.88 | 078 20698 000000 | 0 | 0.56 | 4 | 78 |
| 9361 | 2.38 | 019 20557 000000 | 0 | 2.38 | 3 | 19 |
| 9362 | 1.22 | 004 20303 000000 | 6.86 | 10.35 | 2 | 4 |
| 9363 | 1.83 | 056 20066 000000 | 0.72 | 2.55 | 1 | 56 |
| 9364 | 0.93 | 098 20308 000000 | 9.57 | 11.37 | 2 | 98 |
| 9365 | 3.43 | 008 20308 000000 | 10.67 | 14.1 | 2 | 8 |
| 9369 | 2.75 | 046 20840 000000 | 16.47 | 21.2 | 3 | 46 |
| 9370 | 2.51 | 046 20041 000000 | 13.19 | 17.9 | 3 | 46 |
| 9373 | 2.37 | 058 20714 000000 | 3.94 | 6.27 | 7 | 58 |
| 9374 | 0.79 | 001 31597 000000 | 0 | 0.82 | 6 | 1 |
| 9375 | 1.43 | 040 20095 000000 | 6.08 | 10.53 | 7 | 40 |
| 9376 | 1.34 | 012 31707 000000 | 20.99 | 22.32 | 7 | 12 |
| 9377 | 2.1 | 015 20091 000000 | 11.42 | 16.25 | 7 | 15 |
| 9378 | 1.44 | 051 31806 000000 | 7.28 | 8.71 | 7 | 51 |
| 9382 | 1.94 | 026 20322 000000 | 6.18 | 8.13 | 7 | 26 |
| 9383 | 5.36 | 042 30747 000000 | 8.14 | 10.51 | 8 | 42 |
| 9384 | 2.27 | 042 30747 000000 | 3.02 | 5.29 | 8 | 42 |
| 9387 | 3.28 | 041 20821 000000 | 6.05 | 9.33 | 9 | 41 |
| 9388 | 4.65 | 028 32882 000000 | 0 | 4.64 | 9 | 28 |
| 9390 | 1.66 | 064 30961 000000 | 1.87 | 3.53 | 9 | 64 |
| 9392 | 1.36 | 039 20686 000000 | 0 | 1.73 | 9 | 39 |
| 9393 | 2.74 | 079 20861 000000 | 4.68 | 7.42 | 8 | 79 |
| 9395 | 3.04 | 073 20322 000000 | 9.27 | 12.31 | 9 | 73 |
| 9397 | 1.18 | 079 20329 000000 | 6.01 | 7.41 | 8 | 79 |
| 9399 | 1.78 | 091 20885 000000 | 3.55 | 5.34 | 9 | 91 |
| 17004 | 1.6 | 019 20557 000000 | 2.38 | 3.14 | 3 | 19 |
| 17004 | 1.6 | 045 20557 000000 | 0 | 0.84 | 1 | 45 |
| 9447 | 0.7 | 098 20309 000000 | 19.72 | 20.39 | 2 | 98 |
| 9467 | 1.2 | 050 20311 000000 | 13.64 | 14.12 | 3 | 50 |
| 9467 | 1.2 | 050 20790 000000 | 0 | 0.27 | 3 | 50 |
| 9477 | 0.6 | 059 20670 000000 | 1.03 | 1.65 | 6 | 59 |
| 9513 | 0.6 | 099 20852 000000 | 3.29 | 3.84 | 1 | 99 |
| 9517 | 0.8 | 043 20301 000000 | 14.85 | 15.99 | 2 | 43 |
| 9529 | 1.4 | 071 20742 000000 | 0 | 0.02 | 2 | 71 |
| 9529 | 1.4 | 101 20742 000000 | 7.59 | 9.12 | 2 | 101 |
| 9531 | 1.6 | 037 20022 000000 | 26.32 | 28.09 | 2 | 37 |
| 9537 | 0.8 | 071 20742 000000 | 7.98 | 8.92 | 2 | 71 |
| 9538 | 1.8 | 004 20754 000000 | 11.96 | 13.74 | 2 | 4 |
| 9560 | 0.8 | 056 20324 000000 | 9.67 | 10.49 | 1 | 56 |
| 9578 | 1.6 | 056 20305 000000 | 2.76 | 4.47 | 1 | 56 |
| 9592 | 0.5 | 090 32370 000000 | 0.66 | 1.16 | 4 | 90 |
| 9603 | 1.7 | 090 20656 000000 | 2.92 | 4.59 | 4 | 90 |
| 9653 | 1 | 060 20793 000000 | 14.61 | 15.56 | 8 | 60 |
| 9660 | 0.8 | 060 20314 000000 | 14.02 | 14.9 | 8 | 60 |
| 9662 | 1.2 | 060 20586 000000 | 7.21 | 8.51 | 8 | 60 |
| 9666 | 1.3 | 060 20785 000000 | 9.53 | 10.81 | 8 | 60 |
| 9673 | 2.3 | 060 20604 000000 | 7.09 | 9.31 | 8 | 60 |
| 9678 | 1.6 | 014 20805 000000 | 28.44 | 30.11 | 8 | 14 |
| 9684 | 0.5 | 079 20329 000000 | 19.34 | 19.85 | 8 | 79 |
| 9697 | 0.8 | 082 20809 000000 | 9.3 | 10.22 | 8 | 82 |
| 9699 | 1.3 | 028 20869 000000 | 14.12 | 15.45 | 9 | 28 |
| 9703 | 0.7 | 100 32887 000000 | 5.85 | 6.56 | 9 | 100 |
| 9757 | 1.7 | 071 20742 000000 | 4.23 | 5.87 | 2 | 71 |
| 9784 | 1.5 | 089 20301 000000 | 8.14 | 9.7 | 2 | 89 |
| 9799 | 2.3 | 060 20793 000000 | 4.05 | 6.27 | 8 | 60 |
| 9808 | 0.6 | 099 20852 000000 | 2.63 | 3.84 | 1 | 99 |
| 9817 | 0.9 | 046 20041 000000 | 15.94 | 16.88 | 3 | 46 |
| 960 | 0.84 | 099 90381 000000 | 0 | 0.86 | 1 | 99 |
| 993 | 1.14 | 006 95640 000000 | 0.63 | 1.76 | 3 | 6 |
| 1001 | 1.31 | 081 20308 000000 | 20.41 | 21.73 | 2 | 81 |
| 1035 | 0.77 | 071 20742 000000 | 4.23 | 7.04 | 2 | 71 |
| 1062 | 1.05 | 019 20307 000000 | 0.45 | 1.46 | 3 | 19 |
| 1075 | 0.76 | 099 20852 000000 | 6.47 | 7.26 | 1 | 99 |
| 1077 | 1.47 | 099 20577 000000 | 7.34 | 8.82 | 1 | 99 |
| 1079 | 1.21 | 099 20112 111950 | 0 | 1.21 | 1 | 99 |
| 1086 | 0.8 | 016 93565 000000 | 3.15 | 3.95 | 1 | 16 |
| 1098 | 0.55 | 049 20866 000000 | 0 | 0.53 | 1 | 49 |
| 1100 | 1.23 | 049 20541 000000 | 1.36 | 4.23 | 1 | 49 |
| 1107 | 0.66 | 056 20066 000000 | 4.43 | 5.2 | 1 | 56 |
| 1128 | 1.12 | 101 20303 000000 | 3.18 | 5.17 | 2 | 101 |
| 1648 | 0.51 | 099 90313 000000 | 0.5 | 1 | 1 | 99 |
| 4535 | 0.59 | 020 20708 000000 | 2.06 | 2.65 | 5 | 20 |
| 4560 | 0.83 | 072 20669 120340 | 0.15 | 0.98 | 4 | 72 |
| 3401 | 1 | 099 20330 000000 | 1.01 | 2.02 | 1 | 99 |
| 1185 | 0.49 | 091 20885 000000 | 8.73 | 9.22 | 9 | 91 |
| 1210 | 0.52 | 028 20869 000000 | * 12.47 | * 13.63 | 9 | 28 |
| 1220 | 0.62 | 049 20303 000000 | 6.08 | 6.66 | 1 | 49 |
| 1233 | 0.58 | 049 20866 000000 | 6.25 | 8.54 | 1 | 49 |
| 1236 | 0.58 | 049 20866 000000 | 11.48 | 12.06 | 1 | 49 |
| 1237 | 0.87 | 049 20866 000000 | 10.6 | 12.06 | 1 | 49 |
| 1259 | 0.89 | 056 20336 000000 | 7.15 | 8.02 | 1 | 56 |
| 1276 | 0.63 | 056 20326 000000 | 11.17 | 11.85 | 1 | 56 |
| 1340 | 1.05 | 056 20326 000000 | 20.51 | 21.58 | 1 | 56 |
| 1350 | 1.04 | 045 93887 000000 | 8.53 | 9.56 | 1 | 45 |
| 1370 | 1.14 | 022 20870 000000 | 0 | 1.15 | 1 | 22 |
| 1404 | 0.79 | 045 92503 000000 | 15.31 | 16.09 | 1 | 45 |
| 1440 | 1.25 | 099 20575 000000 | 3.98 | 5.23 | 1 | 99 |
| 1447 | 0.99 | 099 20607 109800 | 0 | 0.98 | 1 | 99 |
| 1467 | 0.68 | 016 91538 000000 | * 8 | * 8.2 | 1 | 16 |
| 1467 | 0.68 | 016 93576 000000 | * 0 | * 0.48 | 1 | 16 |
| 1469 | 0.86 | 016 92941 000000 | 0 | 0.85 | 1 | 16 |
| 1538 | 1.11 | 049 20333 000000 | 7.7 | 8.46 | 1 | 49 |
| 1538 | 1.11 | 049 20342 000000 | 7.27 | 7.62 | 1 | 49 |
| 1580 | 1.28 | 068 20325 000000 | 1.92 | 3.2 | 6 | 68 |
| 1598 | 0.77 | 090 20399 000000 | 8.88 | 9.65 | 4 | 90 |
| 1599 | 0.96 | 072 20671 000000 | 3.98 | 4.35 | 4 | 72 |
| 1599 | 0.96 | 072 96658 000000 | 3.14 | 3.74 | 4 | 72 |
| 1602 | 1.4 | 090 20399 000000 | 5.23 | 6.63 | 4 | 90 |
| 1607 | 0.53 | 057 20730 000000 | 4.95 | 5.48 | 5 | 57 |
| 1637 | 0.99 | 045 20341 000000 | 7.55 | 8.55 | 1 | 45 |
| 1649 | 1.17 | 016 91360 000000 | 7.97 | 9.14 | 1 | 16 |
| 2315 | 1 | 016 20348 000000 | 14.58 | 15.6 | 1 | 16 |
| 2316 | 0.9 | 016 20348 000000 | 15.6 | 16.57 | 1 | 16 |
| 2317 | 0.9 | 016 20348 000000 | 14.58 | 17.6 | 1 | 16 |
| 2342 | 1.3 | 060 20600 000000 | 2.37 | 3.73 | 8 | 60 |
| 2342 | 1.3 | 060 98887 000000 | * 3.35 | * 3.96 | 8 | 60 |
| 204 | 1.7 | 083 20332 000000 | 8.54 | 10.25 | 9 | 83 |
| 206 | 1.2 | 083 20332 000000 | 12.66 | 13.86 | 9 | 83 |
| 237 | 0.9 | 058 20714 000000 | 3.02 | 3.93 | 7 | 58 |
| 270 | 0.7 | 092 20729 000000 | 0.82 | 1.65 | 5 | 92 |
| 273 | 1.3 | 010 20800 000000 | 8.68 | 9.93 | 5 | 10 |
| 280 | 2.3 | 055 20310 000000 | 5.68 | 7.95 | 4 | 55 |
| 301 | 1.1 | 046 20840 000000 | 15.28 | 16.41 | 3 | 46 |
| 310 | 1 | 099 20577 000000 | 6.3 | 7.34 | 1 | 99 |
| 311 | 1 | 099 20876 000000 | 3.42 | 4.44 | 1 | 99 |
| 313 | 0.66 | 098 20646 000000 | 14.3 | 14.99 | 2 | 98 |
| 319 | 0.7 | 101 20303 000000 | 1.71 | 2.42 | 2 | 101 |
| 324 | 2.5 | 043 20301 000000 | 3.01 | 5.65 | 2 | 43 |
| 325 | 0.6 | 043 20301 000000 | 7.59 | 8.05 | 2 | 43 |
| 330 | 0.7 | 043 20301 000000 | 30.7 | 31.46 | 2 | 43 |
| 10065 | 0.9 | 049 20330 000000 | 16.12 | 17.16 | 1 | 49 |
| 10071 | 1.8 | 016 20334 000000 | 0.1 | 1.99 | 1 | 16 |
| 10073 | 1.5 | 016 20374 000000 | 2.85 | 4.29 | 1 | 16 |
| 10079 | 0.7 | 016 20330 000000 | 16.72 | 17.42 | 1 | 16 |
| 358 | 0.54 | 060 20002 000000 | 8.2 | 8.74 | 8 | 60 |
| 361 | 1.18 | 082 20600 000000 | 0.3 | 3.33 | 8 | 82 |
| 362 | 1.83 | 082 20600 000000 | 1.48 | 3.33 | 8 | 82 |
| 367 | 1.37 | 082 20805 000000 | 10.83 | 12.2 | 8 | 82 |
| 384 | 1.51 | 010 20800 000000 | 9.93 | 11.46 | 5 | 10 |
| 402 | 1.21 | 072 20318 000000 | 6.21 | 7.42 | 4 | 72 |
| 411 | 1.48 | 099 20846A000000 | 0.64 | 2.14 | 1 | 99 |
| 419 | 1.27 | 016 20353 000000 | 12 | 13.29 | 1 | 16 |
| 423 | 0.85 | 049 20541 000000 | 3.38 | 4.23 | 1 | 49 |
| 421 | 0.7 | 032 20326 000000 | 7.35 | 8.03 | 3 | 32 |
| 456 | 0.53 | 049 20344 000000 | 10.32 | 10.86 | 1 | 49 |
| 10002 | 1 | 100 20331 000000 | 0.28 | 1.39 | 9 | 100 |
| 10012 | 0.5 | 049 20541 000000 | 10.45 | 10.58 | 1 | 49 |
| 10023 | 0.9 | 016 20343 000000 | 16.17 | 17.04 | 1 | 16 |
| 10027 | 0.43 | 016 20345 000000 | 14.52 | 14.96 | 1 | 16 |
| 10035 | 0.5 | 016 20353 000000 | 13.29 | 13.76 | 1 | 16 |
| 2000 | 0.9 | 083 20332 000000 | 11.83 | 12.66 | 9 | 83 |
| 2009 | 1.2 | 060 20582 000000 | 3.47 | 4.73 | 8 | 60 |
| 2048 | 0.6 | 010 20800 000000 | 0 | 0.31 | 5 | 10 |
| 2048 | 0.6 | 010 97092 000000 | 0.7 | 1.35 | 5 | 10 |
| 2050 | 0.5 | 010 20800 000000 | 2.1 | 2.63 | 5 | 10 |
| 2058 | 0.6 | 081 20599 000000 | 30.96 | 31.78 | 2 | 81 |
| 2063 | 0.6 | 045 93902 102610 | 0.11 | 0.67 | 1 | 45 |
| 2069 | 0.9 | 101 20303 000000 | 3.18 | 4.06 | 2 | 101 |
| 2074 | 0.6 | 028 99481 000000 | 0.79 | 1.85 | 9 | 28 |
| 2095 | 0.6 | 081 20308 000000 | 27.7 | 28.38 | 2 | 81 |
| 2100 | 0.8 | 101 20303 107260 | 1.39 | 1.54 | 2 | 101 |
| 2100 | 0.8 | 101 95106 000000 | 4.86 | 5.74 | 2 | 101 |
| 2101 | 0.5 | 101 20734 116040 | 0 | 0.27 | 2 | 101 |
| 2101 | 0.5 | 101 20742 101030 | 0.71 | 0.99 | 2 | 101 |
| 2102 | 0.5 | 101 20742 101030 | 0 | 0.99 | 2 | 101 |
| 4020 | 0.6 | 016 20342 000000 | 6.52 | 7.4 | 1 | 16 |
| 4037 | 0.6 | 016 20330 000000 | 16.1 | 16.72 | 1 | 16 |
| 4044 | 0.5 | 016 20345 000000 | 22.15 | 22.64 | 1 | 16 |
| 4047 | 0.8 | 016 20341 000000 | 33.11 | 34.15 | 1 | 16 |
| 4049 | 0.47 | 016 20341 000000 | 34.15 | 34.76 | 1 | 16 |
| 4050 | 1.5 | 016 20341 000000 | 34.76 | 36.29 | 1 | 16 |
| 4051 | 1 | 016 20341 000000 | 36.29 | 37.24 | 1 | 16 |
| 4052 | 0.7 | 016 20341 000000 | 37.24 | 38 | 1 | 16 |
| 4053 | 0.5 | 016 20341 000000 | 38 | 38.59 | 1 | 16 |
| 4119 | 0.9 | 016 20350 000000 | 18.3 | 19.3 | 1 | 16 |
| 4123 | 1.7 | 016 20350 000000 | 22.61 | 24.37 | 1 | 16 |
| 4133 | 0.6 | 016 20350 000000 | 30.36 | 30.96 |