Nevada 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.
5% Report - Nevada Division
Section 148(c)(1)(D) requires States to annually submit a report that describes not less than 5 percent of location exhibiting the most severe safety needs. Because Nevada has significant urban population centers in Las Vegas and Reno-Sparks-Carson City and vast rural areas with very different safety needs it was decided that NDOT would produce an urban 5 percent list and a separate rural 5 percent list.
The development of this report employed 2003-2006 crash data collected using the revised, MMUCC compliant, crash report form. Spatial analyses were used for both the urban and rural analyses.
The urban analysis utilized the most recent HCL data list using 2004-2006 crash data. This data was filtered so that only fatal and injury crash data was used at locations within urban boundaries.
Routes Analyzed
The routes that were included in the rural 5 Percent analysis were all public Roads in Nevada where crashes occurred outside urban boundaries. The total statewide mileage of these routes is 5352 miles.
The total mileage of the Top Ten Segments was 137 Miles.
Methodology Used to Identify Rural Locations
To identify the rural 5 Percent list our GIS was used to perform spatial analyses on all public roads outside urban areas. Four years of crash data (2003-2006) was applied to these roads for crashes involving only fatalities, type A injuries (the most severe type), and type B injuries. PDO and type C injury crashes were not used.
A sliding mile analysis was applied, counting crashes and performing calculations to find hotspots with various weighted crash densities greater than 5 weighted crashes per mile.
The weighted crash count was calculated as:
(# of fatal crashes *4) + (# of type A injury crashes *2) + (# of type B injury crashes) = Weighted Crash Count
A weighted crash rate based on crashes per mile was then calculated using the formula:
Weighted Crash Rate / Length of Route (miles).
A 5-mile buffer was then placed around each of the hotspots to develop contiguous segments. The contiguous segments were ranked by a weighted crash density (crashes per mile). From this ranking a list of the top roadways was developed and potential mitigations along with implementation costs. This list is included in Tables 3 - 4 and shown on Figures 4 - 7.
Urban Crash Data Summary
The top 5% High Crash Location Intersections used five years of data (2002-2006) and included only fatal and injury crashes. Property damage only (PDO) crashes were not used in identifying and ranking high crash locations. 895 locations were identified as high crash locations with the highest ranking 45 considered as the top 5%. . This data set contains 777 fatal crashes; 5,041 A injury crashes; and 20,335 B injury crashes.
Methodology Used to Identify Urban Locations
The urban analysis used a statewide GIS to focus on at-grade intersections in both Washoe and Clark Counties, where 87% of Nevadan's reside. Three years of crash data (2004-06) were used and crashes within 100 feet of each intersection were aggregated to the intersection. Those intersections with 30 or more crashes of any severity (1,309 intersections) were further analyzed using the following methodology:
Weighted Crash Count
Fatal Crash = 3.0
A Injury Crash = 1.5
B Injury Crash = 1.0C Injury Crashes not used in analysis Fatal weighting was kept modest so as not to chase fatal crashes.
Weighted Fatality/Injury Count
This is a count of fatalities and all injuries (A,B,C). The fatality weighting was increased to 4 as all injury types are included.
Fatality = 4.0 Injury = 1.0
Population Weighting (100,000 pop per square mile)
Washoe County-
Population = 396,000
Urban area under analysis = 289. 2 square miles
3.96/289.2= 0.0137
Clark County-
Population = 1,777,000
Urban area under analysis = 520.4 square miles
17.77/520.4 = 0.0341
Raw weighting factor = 0.0137/0.0341= 0.401
The actual weighting factor used was half or 0.802 as the raw number had undue influence in the results. This factor was applied both to the weighted crash count and weighted fatality/injury count to create a weighted crash rate and weighted fatality/injury rate.
Identifying the top 5% urban intersections
Crash/Fatality and Injury rate was based on this final calculation:
Weighted crash rate * 0.7 + Weighted fatality/injury rate * 0.3
This calculation takes into consideration those locations that exhibited more fatalities and injuries per crash. Those HCL intersections with a Crash/Fatality and Injury rate greater than or equal to 5 yielded 895 locations, the top 45 considered as the top 5%.
Ranking the top 5% urban intersections
Final analysis of the top 5% ranked these intersections by applying an entering vehicle volume for each intersection. This permitted the following calculations:
- Injury crash rate per million entering vehicles=
- (Injury Crashes * 1,000,000)/(entering vehicles* three years * 365 days)
- Fatal crash rate per million entering vehicles=
- (Fatal Crashes * 1,000,000)/(entering vehicles* three years * 365 days)
- Severity Index=
- Injury Rate * 0.3 + Fatal Rate * 0.7 * 100
Potential remedies, estimated costs and impediments to implementation are shown in this Table.
Figure 4: Rural 5 Percent Statewide Map
Figure 5: Rural 5% Inset Maps
Table 3: Top 5 Percent Rural Segments Weighted by Crash Density
5 Percent Rural Segments
TOP TEN SEGMENTS BY WEIGHTED CRASH RATE
| Map ID | County | Route | Length (miles) |
Crash Count (all severities) |
Fatal Crashes |
A injuries crashes* |
B injuries crashes** |
Wt Crash Count |
Wt Crash Rate |
Begin MP | End MP |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1 | Clark | SR159 | 12.8 | 161 | 7 | 16 | 29 | 89 | 6.96 | 1.4 | 14.1 |
| 2 | Douglas | US50 | 5.1 | 114 | 2 | 6 | 12 | 32 | 6.25 | 7.0 | 12.2 |
| 3 | Clark | SR160 | 31.2 | 299 | 23 | 12 | 59 | 175 | 5.61 | 12.2 | 43.2 |
| 4 | Washoe | SR431 | 13.6 | 229 | 3 | 12 | 40 | 76 | 5.58 | 3.6 | 17.8 |
| 5 | Clark | IR15N | 25.5 | 436 | 13 | 9 | 68 | 138 | 5.41 | 0.0 | 25.5 |
| 6 | Clark | IR15N | 5.7 | 56 | 4 | 3 | 4 | 26 | 4.56 | 58.4 | 64.1 |
| 7 | Douglas | SR88 | 7.1 | 91 | 2 | 5 | 12 | 30 | 4.22 | 0.0 | 7.1 |
| 8 | Carson City | US50 | 6.1 | 143 | 2 | 4 | 8 | 24 | 3.95 | 0.0 | 6.0 |
| 9 | Washoe | IR80E | 24.1 | 250 | 7 | 13 | 34 | 88 | 3.65 | 20.5 | 44.7 |
| 10 | Douglas | US395N | 6.1 | 78 | 3 | 3 | 4 | 22 | 3.63 | 24.4 | 30.2 |
Comparison to Network
| Totals | Length (miles) |
Crash Count (all severities) |
Fatal Crashes |
A injuries crashes* |
B injuries crashes** |
Wt Crash Count |
Wt Crash Rate |
|---|---|---|---|---|---|---|---|
| Analyzed Rural Routes | 6164 | 9885 | 272 | 485 | 1411 | 3469 | 0.56 |
| Top 10 Segment | 137 | 1857 | 66 | 83 | 270 | 700 | 5.10 |
| Top Ten Segment % of Analyzed Routes | 2% | 19% | 24% | 17% | 19% | 20% |
*A Injury Crashes= When the highest injury severity is an A injury
**B Injury Crashes= When the highest injury severity is an B injury
Table 4: 5 Percent Rural Segments-Mitigation and Costs
| Map ID | Route | County | Begin Milepost | End Milepost | Injuries | Fatalities | Mitigation | Cost | Comments |
|---|---|---|---|---|---|---|---|---|---|
| 1 | SR159 | Clark | 1.4 | 14.1 | 90 | 9 | Install shoulder rumble strip and centerline center rumble strip | $20,000 | Possible sound and bicycle concerns. |
| 2 | US50 | Douglas | 7.0 | 12.2 | 66 | 2 | Install shoulder rumble strip and centerline center rumble strip | $180,000 | Possible sound and bicycle concerns. |
| 3 | SR160 | Clark | 12.2 | 43.2 | 168 | 23 | Install guardrail, median rumble strip, lengthen truck climbing lane, construct vehicle turnout, restripe and lengthen turn pocket @ SR159 | $343,000 | Contract 3257 project complete |
| Widen roadway to add 4' inside shoulder and 8' outside shoulder | $12,500,000 | Contract 3312 project under construction | |||||||
| 4 | SR431 | Washoe | 3.6 | 17.8 | 132 | 3 | Install shoulder rumble strip and centerline center rumble strip | $200,000 | Possible sound and bicycle concerns. |
| 5 | I-15 N | Clark | 0.0 | 25.5 | 328 | 18 | Increase NHP enforcement | $200,000 | |
| 6 | I-15 N | Clark | 58.4 | 64.1 | 43 | 7 | Install cable median barrier | $1,700,000 | |
| 7 | SR88 | Douglas | 0.0 | 7.1 | 73 | 2 | Construct deceleration lane at Centerville, install speed limit signs on SR 88, NB | $1,200,000 | |
| 8 | US50 | Carson City | 0.0 | 6.0 | 61 | 2 | Install shoulder rumble strips | $100,000 | Possible sound and bicycle concerns. |
| 9 | I-80 E | Washoe | 20.5 | 44.7 | 116 | 6 | Increase NHP enforcement | $200,000 | |
| 10 | US395 N | Douglas | 24.4 | 30.2 | 45 | 3 | Install cable median barrier | $1,700,000 | Contract 3335 project under construction |
| Total | $18,343,000 |
Figure 6: Top 5% Urban High Crash Location Intersections
Table 5: Urban 5 Percent List
5% Overall Strategy
| County | Occurred On Street | at | Reference Street | Injury Crashes |
Fatal Crashes |
Fatalities | Main ADT |
Cross ADT |
Injury Rate |
Fatal Rate |
SEVERITY INDEX |
|---|---|---|---|---|---|---|---|---|---|---|---|
| Clark | SPRING MOUNTAIN RD | @ | CIMARRON RD | 21 | 1 | 1 | 6385 | 950 | 2.61 | 0.12 | 87.15 |
| Washoe | ODDIE BLVD | @ | SULLIVAN LANE (C) | 22 | 0 | 0 | 16800 | 6500 | 0.86 | 0.00 | 25.87 |
| Clark | E OWENS AV | @ | PECOS RD | 20 | 3 | 3 | 7600 | 23100 | 0.59 | 0.09 | 24.10 |
| Washoe | ODDIE BLVD | @ | EL RANCHO DR | 25 | 1 | 1 | 19500 | 18850 | 0.60 | 0.02 | 19.53 |
| Clark | N ARLINGTON ST | @ | CHARLESTON BLVD | 23 | 1 | 1 | 37400 | 0.56 | 0.02 | 18.56 | |
| Clark | JONES BLVD | @ | HACIENDA AVE | 24 | 2 | 2 | 35150 | 9200 | 0.49 | 0.04 | 17.71 |
| Clark | SPRING MOUNTAIN RD | @ | JONES BLVD | 35 | 2 | 2 | 22250 | 44600 | 0.48 | 0.03 | 16.26 |
| Clark | N BUFFALO DR | @ | CHEYENNE AVE | 38 | 0 | 0 | 17000 | 50350 | 0.52 | 0.00 | 15.46 |
| Clark | S DURANGO DR | @ | SAHARA AVE | 39 | 1 | 1 | 36550 | 37000 | 0.48 | 0.01 | 15.40 |
| Clark | S FORT APACHE RD | @ | SAHARA AVE | 33 | 1 | 0 | 48800 | 17600 | 0.45 | 0.01 | 14.58 |
| Clark | E WASHINGTON AV | @ | PECOS RD | 16 | 2 | 2 | 15750 | 23100 | 0.38 | 0.05 | 14.57 |
| Clark | E WASHINGTON AV | @ | NELLIS | 25 | 1 | 1 | 7700 | 45150 | 0.43 | 0.02 | 14.17 |
| Clark | E WASHINGTON AV | @ | LAMB BLVD | 22 | 2 | 2 | 10500 | 46250 | 0.35 | 0.03 | 12.87 |
| Clark | N LAMB BLVD | @ | CHARLESTON BLVD | 42 | 1 | 1 | 47850 | 49300 | 0.39 | 0.01 | 12.50 |
| Washoe | MCCARRAN BLVD | @ | PYRAMID HWY | 27 | 0 | 0 | 27500 | 31750 | 0.42 | 0.00 | 12.48 |
| Clark | N DECATUR BLVD | @ | SMOKE RANCH RD | 24 | 0 | 0 | 36000 | 19300 | 0.40 | 0.00 | 11.89 |
| Clark | TROPICANA AVE | @ | CAMERON ST | 24 | 0 | 0 | 50450 | 6200 | 0.39 | 0.00 | 11.61 |
| Clark | FLAMINGO RD | @ | TORREY PINES DR | 26 | 0 | 0 | 55150 | 9850 | 0.37 | 0.00 | 10.96 |
| Clark | STEWART AV | @ | NELLIS | 23 | 1 | 1 | 12950 | 51100 | 0.33 | 0.01 | 10.84 |
| Clark | TROPICANA AVE | @ | PARADISE RD | 47 | 0 | 0 | 87700 | 32300 | 0.36 | 0.00 | 10.73 |
| Clark | FLAMINGO RD | @ | SPENCER ST | 25 | 0 | 0 | 57750 | 12350 | 0.33 | 0.00 | 9.77 |
| Clark | FLAMINGO RD | @ | SWENSON ST | 32 | 0 | 0 | 65150 | 25000 | 0.32 | 0.00 | 9.73 |
| Clark | MARYLAND PKWY | @ | KATIE AVE | 20 | 2 | 2 | 70200 | 0.26 | 0.03 | 9.63 | |
| Clark | E CHARLESTON BLVD | @ | EASTERN AVE | 28 | 1 | 1 | 28800 | 58550 | 0.29 | 0.01 | 9.51 |
| Clark | MARYLAND PKWY | @ | SIERRA VISTA DR | 25 | 0 | 0 | 73400 | 0.31 | 0.00 | 9.33 | |
| Clark | S VALLEY VIEW BLVD | @ | SAHARA AVE | 28 | 1 | 1 | 37050 | 53550 | 0.28 | 0.01 | 9.17 |
| Clark | DESERT INN RD | @ | JONES BLVD | 25 | 1 | 1 | 45300 | 43050 | 0.26 | 0.01 | 8.48 |
| Clark | S DECATUR BLVD | @ | SAHARA AVE | 34 | 0 | 0 | 62600 | 48400 | 0.28 | 0.00 | 8.39 |
| Clark | N LAMB BLVD | @ | LAKE MEAD BLVD | 20 | 1 | 1 | 33400 | 40150 | 0.25 | 0.01 | 8.32 |
| Clark | FLAMINGO RD | @ | MARYLAND PKWY | 33 | 2 | 2 | 61250 | 65500 | 0.24 | 0.01 | 8.14 |
| Clark | TROPICANA AVE | @ | JONES BLVD | 28 | 1 | 1 | 65450 | 39600 | 0.24 | 0.01 | 7.91 |
| Clark | FLAMINGO RD | @ | KOVAL LN | 26 | 2 | 2 | 81100 | 27600 | 0.22 | 0.02 | 7.73 |
| Clark | W CHARLESTON BLVD | @ | MAIN ST | 24 | 0 | 0 | 52500 | 32800 | 0.26 | 0.00 | 7.71 |
| Clark | E CHARLESTON BLVD | @ | NELLIS | 26 | 0 | 0 | 38300 | 58300 | 0.25 | 0.00 | 7.37 |
| Clark | TROPICANA AVE | @ | PECOS RD | 28 | 0 | 0 | 70950 | 44300 | 0.22 | 0.00 | 6.66 |
| Clark | W SAHARA AV | @ | LAS VEGAS BLVD | 29 | 0 | 0 | 91150 | 30500 | 0.22 | 0.00 | 6.53 |
| Clark | FLAMINGO RD | @ | EASTERN AVE | 27 | 0 | 0 | 56250 | 57200 | 0.22 | 0.00 | 6.52 |
| Clark | LAS VEGAS BLVD | @ | TROPICANA AVE | 35 | 0 | 0 | 51200 | 98650 | 0.21 | 0.00 | 6.40 |
| Clark | RAINBOW BLVD | @ | DESERT INN RD | 17 | 3 | 3 | 60650 | 42800 | 0.15 | 0.03 | 6.36 |
| Clark | FLAMINGO RD | @ | DECATUR BLVD | 23 | 2 | 2 | 65950 | 63800 | 0.16 | 0.01 | 5.84 |
| Clark | TROPICANA AVE | @ | DECATUR BLVD | 26 | 0 | 0 | 70600 | 58700 | 0.18 | 0.00 | 5.51 |
| Clark | N MARTIN L KING BLVD | @ | BONANZA RD | 25 | 0 | 0 | 77700 | 46900 | 0.18 | 0.00 | 5.50 |
| Clark | TROPICANA AVE | @ | SWENSON ST | 20 | 1 | 1 | 76500 | 46300 | 0.15 | 0.01 | 4.98 |
Table 6: Urban 5 Percent Mitigations and Costs
| SEVERITY INDEX |
County | Occurred On Street | at | Reference Street | Mitigation | Implementation Cost | COMMENTS |
|---|---|---|---|---|---|---|---|
| 87.15 | Clark | SPRING MOUNTAIN RD | @ | CIMARRON RD | Adjust left turn permissive phasing for Time Of Day | $20,000.00 | Project not Programmed yet |
| 25.87 | Washoe | ODDIE BLVD | @ | SULLIVAN LANE (C) | Install protected left turn phase | $200,000.00 | Project to be completed in 2007 |
| 24.10 | Clark | E OWENS AV | @ | PECOS RD | Install protected left turn phase | $100,000.00 | Project not programmed yet. |
| 19.53 | Washoe | ODDIE BLVD | @ | EL RANCHO DR | Install left turn | $200,000.00 | Project to be completed in 2007 |
| 18.56 | Clark | N ARLINGTON ST | @ | CHARLESTON BLVD | Install median island | $80,000.00 | Project completed in 2004 |
| 17.71 | Clark | JONES BLVD | @ | HACIENDA AVE | Adjust left turn permissive phasing for Time Of Day | $20,000.00 | Project not Programmed yet |
| 16.26 | Clark | SPRING MOUNTAIN RD | @ | JONES BLVD | Install protected left turn phase | $800,000.00 | Project not Programmed yet |
| 15.46 | Clark | N BUFFALO DR | @ | CHEYENNE AVE | Construct dual protected left turn lanes in the westbound and eastbound directions (Cheyenne) | $275,000.00 | This may be done by reconfiguring the striping (2003 meeting) Project not programmed yet |
| 15.40 | Clark | S DURANGO DR | @ | SAHARA AVE | Install protected left turns on Durango | $100,000.00 | Project not Programmed yet |
| 14.58 | Clark | S FORT APACHE RD | @ | SAHARA AVE | Install protected left turn phase | $100,000.00 | project not programmed yet. |
| 14.57 | Clark | E WASHINGTON AV | @ | PECOS RD | Install protected left turn phase on Pecos | $100,000.00 | Project not Programmed yet |
| 14.17 | Clark | E WASHINGTON AV | @ | NELLIS | Install protected left turn phase on Nellis | $100,000.00 | Project not Programmed yet |
| 12.87 | Clark | E WASHINGTON AV | @ | LAMB BLVD | Construct dual protected left turn lane on Lamb (North and South) | $300,000.00 | (Discussed at the 2004 meeting) Project not programmed yet. |
| 12.50 | Clark | N LAMB BLVD | @ | CHARLESTON BLVD | Install protected left turn phasing on Lamb | $100,000.00 | Project not Programmed yet |
| 12.48 | Washoe | MCCARRAN BLVD | @ | PYRAMID HWY | RTC Washoe County is working on this intersection | $500,000.00 | Commit Safety funds to project? |
| 11.89 | Clark | N DECATUR BLVD | @ | SMOKE RANCH RD | Install protected left turn phase | $100,000.00 | Project not programmed yet. |
| 11.61 | Clark | TROPICANA AVE | @ | CAMERON ST | Adjust left turn permissive phasing for Time Of Day | $20,000.00 | Project not Programmed yet |
| 10.96 | Clark | FLAMINGO RD | @ | TORREY PINES DR | Adjust left turn permissive phasing for Time Of Day | $20,000.00 | Project not Programmed yet |
| 10.84 | Clark | STEWART AV | @ | NELLIS | Install protected left turn phasing on Stewart | $100,000.00 | Project not Programmed yet |
| 10.73 | Clark | TROPICANA AVE | @ | PARADISE RD | Construct overhead signage and better lane delineation on SB Paradise | $200,000.00 | Project not Programmed yet |
| 9.77 | Clark | FLAMINGO RD | @ | SPENCER ST | Adjust left turn permissive phasing for Time Of Day | $20,000.00 | Project not Programmed yet |
| 9.73 | Clark | FLAMINGO RD | @ | SWENSON ST | Adjust left turn permissive phasing for Time Of Day | $20,000.00 | Project not Programmed yet |
| 9.63 | Clark | MARYLAND PKWY | @ | KATIE AVE | Split phase the east/west movement. Roadway geometrics will not fit left turn pockets. | $40,000.00 | Project not Programmed yet |
| 9.51 | Clark | E CHARLESTON BLVD | @ | EASTERN AVE | Install protected left turn phasing in the eastbound dir on Charleston | $60,000.00 | Project not Programmed yet |
| 9.33 | Clark | MARYLAND PKWY | @ | SIERRA VISTA DR | Split phase the east/west movement. Roadway geometrics will not fit left turn pockets. | $40,000.00 | Project not Programmed yet |
| 9.17 | Clark | S VALLEY VIEW BLVD | @ | SAHARA AVE | Construct longer turn pockets on Sahara | $210,000.00 | Increase storage capacity project not programmed |
| 8.48 | Clark | DESERT INN RD | @ | JONES BLVD | Adjust left turn permissive phasing for Time Of Day | $20,000.00 | Project not Programmed yet. 4+ Ped/bike crashes. |
| 8.39 | Clark | S DECATUR BLVD | @ | SAHARA AVE | Install exclusive right turn in the westbound dir | $225,000.00 | Project not Programmed yet |
| 8.32 | Clark | N LAMB BLVD | @ | LAKE MEAD BLVD | Install protected left turn phase on Lake Mead | $100,000.00 | Project not Programmed yet |
| 8.14 | Clark | FLAMINGO RD | @ | MARYLAND PKWY | Adjust left turn permissive phasing for Time Of Day | $20,000.00 | Project not programmed yet |
| 7.91 | Clark | TROPICANA AVE | @ | JONES BLVD | Adjust left turn permissive phasing for Time Of Day | $20,000.00 | Project not Programmed yet. 4+ Ped/bike crashes. |
| 7.73 | Clark | FLAMINGO RD | @ | KOVAL LN | Red light cameras | $80,000.00 | Current law restricts use of Red light cameras |
| 7.71 | Clark | W CHARLESTON BLVD | @ | MAIN ST | Install new striping on Charleston | $475,000.00 | Project not Programmed yet |
| 7.37 | Clark | E CHARLESTON BLVD | @ | NELLIS | Construct left turn on the southbound and the eastbound legs | $150,000.00 | Partial work constructed by others. Project not programmed yet. |
| 6.66 | Clark | TROPICANA AVE | @ | PECOS RD | |||
| 6.53 | Clark | W SAHARA AV | @ | LAS VEGAS BLVD | Construct median islands and install cat tracks for left turn movements | $180,000.00 | (2003 meeting) Project not programmed yet |
| 6.52 | Clark | FLAMINGO RD | @ | EASTERN AVE | |||
| 6.40 | Clark | LAS VEGAS BLVD | @ | TROPICANA AVE | Safety project changed out signal pole and added heads for the WB to SB left turn lanes. | ||
| 6.36 | Clark | RAINBOW BLVD | @ | DESERT INN RD | Adjust left turn permissive phasing for Time Of Day | $20,000.00 | Project not Programmed yet. |
| 5.84 | Clark | FLAMINGO RD | @ | DECATUR BLVD | Adjust left turn permissive phasing for Time Of Day | $20,000.00 | Project not programmed yet. 4+ Ped/Bike crashes. |
| 5.51 | Clark | TROPICANA AVE | @ | DECATUR BLVD | Adjust left turn permissive phasing for Time Of Day | $20,000.00 | Project not programmed yet. |
| 5.50 | Clark | N MARTIN L KING BLVD | @ | BONANZA RD | Install protected left turn phase | $100,000.00 | Project not programmed yet. |
| 4.98 | Clark | TROPICANA AVE | @ | SWENSON ST |
