North Dakota 2006 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.
| Hwy | Mile | District | Location/Description | 1 Crashes | 2 Weighted Severity | 3 Crash Rate/MV | 4 Rank | Comments/Recommendations | |||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Fatal | Injury | PD | Total | ||||||||
| 29 | 65 | 8 | US 10 Interchange Area Fargo | 0 | 11 | 73 | 84 | 106 | 1.85744 | 1 | Predominant crash type was rear end (46). Area under construction during all 3 years. Majority of rear end crashes involving traffic congestion due to the construction. Monitor. |
| 94 | 343 | 8 | West Fargo Interchange Area | 0 | 8 | 23 | 31 | 47 | 1.81478 | 2 | Predominant crash type was ran off the road/rollover (18). Of the 18 crashes 7 involved hitting bridge rail or guardrail, 6 involved ran off the road with no rollover, 5 involved ran off the road and rollover. Weather was the main factor in majority of crashes. District should consider this area a high priority location for snow and ice treatment. |
| Hwy | Mile | District | Location/Description | 1 Crashes | 2 Weighted Severity | 3 Crash Rate/MV | 4 Rank | Comments/Recommendations | |||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Fatal | Injury | PD | Total | ||||||||
| 2 | 140 | 4 | 1 mile east of Burlington | 0 | 3 | 30 | 33 | 39 | 5.43 | 1 | Predominant crash type was animal (26). Deer crossing signs and distance plaques in place. 6 animal crashes in 2005, 5 run-off-the-road crashes in 2005 with three of them during frost or wet conditions. Due to the low amount of crashes in 2005, monitor. |
| 2 | 337 | 6 | Arvilla area | 0 | 2 | 24 | 26 | 30 | 5.67 | 2 | Predominant crash type was animal (23). Only 4 animal crashes in 2005. Deer crossing signs and distance plaques in place. Due to the low amount of crashes in 2005, monitor. |
- The number of reported crashes
- Provides a relationship between crash severity
Severity Rate Weights - property damage = 1 - injury = 3 - fatality = 12 - Reported crashes per million vehicle miles
- Composite ranking
| City | District | Node # | Location | 1 Total Crashes | Rank | 2 Weighted Severity | Rank | 3 Crash Rate/MV | Rank | 4 Weighted Total | 3 yr Rank | 1 year 2003 Rank | 1 year 2004 Rank | 1 year 2005 Rank | Comments/Recommendations |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Fargo | 8 | 1207 | 13th Ave S & 44th St S | 57 | 2 | 95 | 3 | 2.22 | 5 | 10 | 1 | (9) | 14 | 1 | Predominant crash type was right angle (34). They occurred evenly between the directions. FMCOG in process of conducting a corridor study. This intersection should be considered for access revisions. |
| Fargo | 8 | 483 | 4th St N & NP Ave | 49 | 8 | 81 | 5 | 3.25 | 2 | 15 | 2 | 1 | 2 | -- | Predominant crash type was left turn (25), with the majority (19) involving westbound left turning vehicles. In 2003-2004 this intersection was part of a detour route, which increased traffic volumes at the intersection. City installed left turn yield on green ball sign for WB traffic in 2005. Possibly consider westbound left turn phasing revision. |
| Bismarck | 1 | 869 | 7th St & Front Ave | 53 | 4 | 75 | 8 | 2.63 | 4 | 16 | 3 | 3 | (15) | 5 | Predominant crash type was right angle (30) with 19 of them involving southbound and westbound vehicles. Of the 30 right angle crashes 20 involved southbound motorists running the red. Collect current traffic data and review signal timings and clearance intervals. Work with City of Bismarck Engineering to also review progression along the corridor. Consider increased red light running law enforcement at this intersection. |
- The number of reported crashes for the three year study period
- Provides a relationship between crash severity
Severity Rate Weights - property damage = 1 - injury = 3 - fatality = 12 - Reported crashes per million vehicle miles
- Composite ranking
| Location | Comments | Potential Remedies | Estimated Costs | Implementation Impediments |
|---|---|---|---|---|
| Rural Interstate Highways: | ||||
| I-29, RP 65: US 10 Interchange Area Fargo | Predominant crash type was rear end (46). Area under construction during all 3 years. Majority of rear end crashes involving traffic congestion due to the construction. | I-29 in this area will continue to be under construction for the next few years. Continue to monitor construction zone crashes and make adjustments to traffic control as appropriate. | None | None |
| I-94, RP 343: West Fargo Interchange Area | Predominant crash type was ran off the road/rollover (18). Of the 18 crashes 7 involved hitting bridge rail or guardrail, 6 involved ran off the road with no rollover, 5 involved ran off the road and rollover. Weather was the main factor in majority of crashes. District should consider this area a high priority location for snow and ice treatment. | District should consider this area a high priority location for snow and ice treatment. | None | Making this area a priority may result in other areas moving down the priority list. |
| Rural State Highways: | ||||
| US 2, RP 140: 1 mile east of Burlington | Predominant crash type was animal (26). Deer crossing signs and distance plaques in place. 6 animal crashes in 2005, 5 run-off-the-road crashes in 2005 with three of them during frost or wet conditions. | 2005 showed a decrease in the number of crashes at this location. Increase mowing schedule. It is also recommended the location be monitored to see if the decreasing trend continues. | None | Making this area a priority may result in other areas having delayed mowing. |
| US 2, RP 337: Arvilla area | Predominant crash type was animal (23). Only 4 animal crashes in 2005. Deer crossing signs and distance plaques in place. A left turn lane for westbound US 2 traffic turning into Arvilla is presently being widened and lengthened. | 2005 showed a decrease in the number of crashes at this location. Increase mowing schedule. It is also recommended the location be monitored to see if the decreasing trend continues. | None | Making this area a priority may result in other areas having delayed mowing. |
| Urban Intersections/Links: | ||||
| Fargo: 13th Ave S & 44th St S | Predominant crash type was right angle (34). They occurred evenly between the directions. | FMCOG is beginning a corridor study. Limit access from 44th St to right turn only. | $60,000 | Must ensure reasonable access is maintained for adjacent development. |
| Fargo: 4th St N & NP Ave | Predominant crash type was left turn (25), with the majority (19) involving westbound left turning vehicles. In 2003-2004 this intersection was part of a detour route, which increased traffic volumes at the intersection. City installed left turn yield on green ball sign for WB traffic in 2005. | Revise and improve signing, improve pavement markings, and eliminate flashing beacons. If minor improvements do not result in desired crash reduction, collect current traffic data and analyze the possibility of installing a westbound left turn phase. | $15,000 | None |
| Bismarck: 7th St & Front Ave | Predominant crash type was right angle (30) with 19 of them involvingsouthbound and westbound vehicles. Of the 30 right angle crashes 20 involved southbound motorists running the red. Collect current traffic data and review signal timings and clearance intervals. Work with City to also review progression along corridor. Recommend increased red light running law enforcement at this intersection. | Remove inappropriate pedestrian crossings, revise pavement markings, revise vehicular signal indications, revise both signal phase and coordination timings. | $20,000 | None |
| Description of methodology: | The locations above are the top 5% of the locations identified in the ND Annual High Crash Locations Analysis. For the Annual High Crash Locations Analysis the top 50 urban intersection/link locations, top 15 rural Interstate highway locations, and top 15 rural State highway locations are identified and ranked. All severity of crashes are included. The ranking process factors in the total number of crashes at the location, the weighted severity of the crashes, and the crash rate. All three factors are used to arrive at a final rank. Information on all ranked locations is sent to the Cities and NDDOT District Engineers as applicable and they are asked to comment on possible remedies. All comments are compiled and the NDDOT Planning & Programming Divisiopublishes the recommendations and proceeds with project development as appropriate. | |
| Extent of public road coverage: | Rural - all State and Interstate highways, Urban - 13 major cities (population 5,000 and over) | |
| Schedule for updating crash data system to full coverage: | Have statewide crash data covering all public roads, work needs to be done on query system to incorporate all data into the ranking process. This should be completed for the next evaluation period. | |
| Years used in data analysis: | 2003-2005 | |
| Date Submitted: | 28-Aug-06 |
