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Crash Analysis Summary

Cape Fear Crossing Brunswick and New Hanover Counties

North Carolina

STIP PROJECT NO. U-4738

Prepared for:

NORTH CAROLINA DEPARTMENT OF TRANSPORTATION

Prepared by: AECOM Technical Services of North Carolina

August 2018

Crash Analysis Summary for STIP Project U-4738 Brunswick & New Hanover Counties August 2018

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I. PROJECT DESCRIPTION AND STATUS The North Carolina Department of Transportation (NCDOT) proposes to construct a new location project in Brunswick and New Hanover Counties. The project is included in the 2018-2027 State Transportation Improvement Program (STIP) as Cape Fear Crossing (STIP Project U-4738). The project would extend from the vicinity of US 17 Bypass and I-140 in Brunswick County to US 421 in New Hanover County, including a crossing of the Cape Fear River. NCDOT has selected six alternatives for detailed study. These alternatives include three alternatives on new location and three “hybrid” alternatives that incorporate components of new location and upgrades to existing roadway. Components on new location would be fully controlled access and upgrades to existing roadway would be partially controlled access. Individual descriptions of the six alternatives are included below.

New Location Alternatives: o Alternative B: This alternative begins at I-140 and crosses US 17, travels

between the Brunswick Forest and Mallory Creek developments, and crosses the Cape Fear River to terminate at Shipyard Boulevard.

o Alternative M Avoidance and N Avoidance: These alternatives begin at the I-140/US 17 interchange, avoid the Snee Farm/Stoney Creek subdivisions, travel south of Brunswick Forest, and cross the Cape Fear River to terminate at either Independence Boulevard (Alternative M Avoidance) or Shipyard Boulevard (N Avoidance).

“Hybrid” Alternatives: o Alternative Q: This alternative begins at the I-140/US 17 interchange,

upgrades existing US 17 for approximately two miles, then continues on new location between the Brunswick Forest and Mallory Creek developments, and crosses the Cape Fear River to terminate at Independence Boulevard.

o Alternative T: This alternative begins at the I-140/US 17 interchange, upgrades existing US 17 for approximately two miles, then continues on new location parallel to Wire Road, and crosses the Cape Fear River to terminate at Shipyard Boulevard.

o Alternative V (standard widening): This alternative will include upgrading US 17 to the US 17/US 421 interchange, then travel south along Eagle Island on new location, and cross the Cape Fear River to terminate at US 421 just north of the Port of Wilmington.

The purpose of this Crash Analysis is to evaluate and summarize the recent crash history for the primary roadways on which the proposed project would intersect and could potentially affect traffic volumes and roadway characteristics. The analysis provides information to NCDOT to help identify potential hazardous roadway segments in the project area. This information could be used by the NCDOT in the future to investigate specific safety concerns.


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II. MAJOR ROADWAY EXISTING CONDITIONS US 17

US 17 enters the study area from the west as a four-lane divided highway with partial control of access and a posted speed limit of 55 miles per hour (mph). West of Gate City Dr US 17 maintains partial control of access but reduces the posted speed limit to 45 mph. West of US 74/US 76 US 17 transitions to full control of access with a posted speed limit of 60 mph. East of NC 133 (River Rd)/SR 1472 (Village Dr) US 17 maintains full control of access but reduces the posted speed limit to 55mph. This is maintained until the end of the segment analysis at US 17 Bus.

US 17 Bus

US 17 Bus enters the study area from the west as a four-lane divided highway with full control of access and a posted speed limit of 45mph. West of US 421 maintains full control of access but reduces the posted speed limit to 35 mph at the end of the segment analysis. US 74/US 76

US 74/US 76 enters the study area from the west as a four-lane divided highway with full control of access and a posted speed limit of 60 mph until the end of the segment analysis at US 17. US 421 (Carolina Beach Rd)

US 421 enters the project study area from the south at George Anderson Dr/Echo Farms Blvd as a four-lane undivided typical section with two lanes in each direction and a continuous left-turn lane and a posted speed limit of 45 mph. North of US 117 (Shipyard Blvd) this typical section continues but reduces to a posted speed limit of 40 mph. At SR 1100/Front St US 421 transitions to a 4 lane undivided typical section with a posted speed limit of 35 mph. At Greenfield St US 421 transitions to a 4 lane divided typical section with no control of access and a posted speed limit of 35 mph until the end of the segment analysis at Wooster St. US 117 (Shipyard Rd)

US 117 enters the project study area from the east at SR 1100 (River Rd) as a four-lane divided typical section with partial control of access and a posted speed limit of 45 mph. East of US 421, US 117 transitions to a five-lane divided typical section, three lanes northbound and two lanes southbound, with partial control of access with a posted speed limit of 50 mph until the end of the segment analysis at 17th St. I-140

I-140 enters the project study area from the north south of US 74 as a six-lane divided typical section with full control of access and a posted speed limit of 70 mph until the end of the segment analysis at US 17.


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NC 133 (River Rd SE)

NC 133 enters the project study area from the south at SR 1555 (Mellaney Ln) as a two-lane undivided typical section and a posted speed limit of 55 mph until the end of the segment analysis at Mallory Creek Dr.

SR 1472 (Village Rd)

SR 1472 enters the project study area from the north at SR 1437 (Old Fayetteville Rd)/SR 1435 (Navassa Rd) as a four-lane divided typical section with partial control of access and a posted speed limit of 35 mph. SR 1472 transitions to NC 133 just south of SR 1551 (Blackwell Rd) and becomes a two-lane undivided typical section with a posted speed limit of 45 mph until the end of the segment analysis at SR 1554 (Old River Rd). SR 1209 (Independence Blvd)

SR 1209 enters the project study area from the south at SR 1100 (River Rd) as a two-lane undivided typical section and a posted speed limit of 45 mph. At US 421 SR 1209 transitions to a four-lane divided typical section with partial control of access with a posted speed limit of 45 mph until the end of the segment analysis at 17th St. SR 1140 (Burnett Blvd)

SR 1140 enters the project study area from the south at US 117 (Shipyard Blvd) as a two-lane undivided typical section and a posted speed limit of 25 mph. At Pine St the typical section continuous but reduces to a posted speed limit of 35 mph until the end of the segment analysis at US 421 (Carolina Beach Rd). SR 1100 (River Rd)

SR 1100 enters the project study area from the south at SR 1209 (Independence Blvd) as a three-lane undivided typical section, with one through lane in each direction and a continuous left-turn lane and a posted speed limit of 45 mph. At Operations Center Dr SR 1100 transitions to a two-lane undivided typical section with a posted speed limit of 45 mph. At the Kindler Morgan driveway SR 1100 the typical section continuous but reduces to a posted speed limit of 35 mph until the end of the segment analysis at US 117 (Shipyard Blvd). III. CRASH ANALYSIS The analysis included major roadway segments, which the proposed project would potentially affect, and was conducted using crash data provided by AECOM for a five-year period from January 1, 2013 to December 31, 2017 which can be seen in Appendix A. The data included the crash type summaries and the following crash rates: Total Crash Rate, Fatal Crash Rate, Non-Fatal Injury Crash Rate, Night Crash Rate, and Wet Crash Rate. These crash rates were compared to the Statewide Average Crash Rates for the years of 2013 through 2015 for similar routes to determine if the segment exceeded the statewide average which can be seen in Appendix B. However, a more appropriate method is the Critical Crash Rate method, which is a statistically derived number that can be used to identify locations where crash occurrence is higher than expected for a given facility type. Safety measures could be considered for locations identified in this manner.


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For planning purposes, the confidence level used to calculate the Critical Crash Rate is 95 percent. The calculated Critical Crash Rate is beneficial as it accounts for exposure (traffic volumes) and varying segment lengths. If a segment has a crash rate higher than the Critical Crash Rate, the location may have a potential highway safety deficiency and may warrant additional analysis. The following is a crash type summary for each of the primary roadway segments that were analyzed and a comparison of the corresponding crash rate for these roadways to the Critical Crash Rate and/or the Statewide Average Crash Rate for a similar roadway type and configuration, depicted in Figure 1.

US 17

Crash data was provided for 11 miles of US 17 from SR 1701 (Zion Church Rd) to US 421/US 17 Bus (3rd St). A total of one thousand four hundred sixty-eight (1,468) crashes were reported along this section between January 1, 2013 and December 31, 2017. Of these crashes, 5 included fatalities. There were a total of 3 pedestrians and 2 bicyclists involved in the total crashes. For comparison to the statewide average crash rate for similar roadway types, the crash data was split into three segments based upon typical section segments, with the exposure and crash rates recalculated. Tables 1a through 1c show the comparison of the recalculated crash rates for the analyzed sections of US 17 versus the 2013-2015 statewide average crash rates for a comparable road type and configuration and calculated critical crash rates. A summary of each segment is discussed below. Table 1a shows the comparison of the crash rates for the analyzed section of US 17 (Ocean Hwy) that is a four-lane divided facility with partial control of access for a 6.92-mile stretch from SR 1701 (Zion Church Rd) to just west of US 74/US 76. This location can be classified as a rural United States route. Crash rates exceeded both the statewide average crash rate and calculated critical crash rate for the total crashes, non-fatal injury crashes, and crash occurring during wet conditions.

Statewide Rate Critical Rate

Total 653 135.99 68.59 74.91 Yes Yes

Fatal 3 0.62 0.62 1.32 No No

Non-Fatal 142 29.57 18.77 22.13 Yes Yes

Night 125 26.03 27.48 31.52 No No

Wet 148 30.82 15.17 18.20 Yes Yes1

2013-2015 Statewide Average Crash Rate

(Rural US Route, 4 or more lanes divided, partial access)2

Based on Statewide Crash Rate (95% Level of Confidence)

Critical Rate2

Table 1a

Rate Crashes Crashes per 100MVM

Statewide

Average Rate1

Crash Rate Comparison

US 17 (Ocean Hwy) from SR 1701 (S Zion Church Rd) / Benson Rd to just S of US 74 / US 76

Exceeds

Table 1b shows the comparison of the crash rates for the analyzed section of US 17 (Ocean Hwy) that is a four-lane divided facility with full control of access for a 3.107-mile stretch from US 74/US 76 to US 421/US 17 Bus. This location can be classified as a rural United States route. Crash rates exceeded both the statewide average crash rate and calculated critical crash rate for the total crashes, non-fatal injury crashes, and crash


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occurring during wet conditions. Additionally, crash rates exceeded the statewide average crash rate for crashes occurring at night.


Total 607 167.17 68.33 75.60 Yes Yes

Fatal 2 0.55 0.56 1.34 No No

Non-Fatal 121 33.32 13.66 16.99 Yes Yes

Night 108 29.74 29.12 33.92 Yes No

Wet 138 38.01 21.53 25.67 Yes Yes1


(Rural US Route, 4 or more lanes divided, full access)2


Table 1b


US 17 (Ocean Hwy) from US 74 / US 76 to US 421 / US 17 BUS


Statewide

Average Rate1

Critical Rate2

Exceeds

Table 1c shows the comparison of the crash rates for the analyzed section of US 17 Bus that is a four-lane divided facility with full control of access for a 0.998-mile stretch from US 74 Bridge 7 to US 421/US 17 Bus (3rd St). This location can be classified as an urban United States route. Crash rates exceeded both the statewide average crash rate and calculated critical crash rate for the total crashes, non-fatal injury crashes, and crashes occurring during wet conditions. Additionally, crash rates exceeded the statewide average crash rate for crashes occurring at night.


Total 208 308.48 83.08 102.08 Yes Yes

Fatal 0 0 0.52 2.71 No No

Non-Fatal 52 77.12 20.64 30.48 Yes Yes

Night 34 50.42 23.74 34.24 Yes No

Wet 56 83.05 21.69 31.76 Yes Yes1


(Urban US Route, 4 or more lanes divided, full access)2


Table 1c


US 76 (Cape Fear Memorial Bridge) from US 74 Bridge (Structure 090007) to US 421/US 17Bus (S. 3rd St)


Statewide

Average Rate1

Critical Rate2

Exceeds

I-140

Crash data was provided for I-140, a six-lane undivided facility with full control of access, for a 3.688 mile stretch from US 17 (Ocean Hwy) to Bridge 241/242. Based on this roadway recently being constructed, available crash data, and aerial imagery it is assumed this section of I-140 opened October 2014. A total of nineteen (19) crashes were reported along this section between October 1, 2014 and December 31, 2017. There were no fatal crashes and no pedestrians or bicyclists involved in the total crashes. For comparison to the statewide average crash rate for similar roadway types, this location can be classified a rural Interstate route. Table 2 shows the comparison of the recalculated crash rates for the analyzed section of I-140 versus the 2013-2015 statewide average crash rates for a comparable road type and configuration and calculated critical crash rates. Crash rates exceeded both the statewide average crash rate and calculated critical crash rate for the total crashes and crashes occurring at night. Additionally, crash


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rates exceeded the statewide average crash rate for non-fatal injury crashes and crashes occurring during wet conditions.


Total 19 128.24 60.8 97.49 Yes Yes

Fatal 0 0 0.45 6.69 No No

Non-Fatal 4 27 13.18 32.07 Yes No

Night 10 67.5 20.79 43.65 Yes Yes

Wet 5 33.75 14.57 34.25 Yes No1


(Rural Interstate Route, 4 or more lanes divided, full access)2


Table 2


I 140 from US 17 (Ocean Hwy) to Bridge 241/242


Statewide

Average Rate1

Critical Rate2

Exceeds

US 74/US 76

Crash data was provided for US 74/US 76, a four-lane divided facility with full control of access, for a 1.317 mile stretch from SR 1437 (Old Fayetteville Rd) to US 17 (Ocean Hwy). A total of forty (40) crashes were reported along this section between January 1, 2013 and December 31, 2017. There were no fatal crashes and no pedestrians or bicyclists involved in the total crashes. For comparison to the statewide average crash rate for similar roadway types, this location can be classified a rural United States route. Table 3 shows the comparison of the crash rates for the analyzed section of US 74/US 76 versus the 2013-2015 statewide average crash rates for a comparable road type and configuration and calculated critical crash rates. Crash rates exceeded the statewide average crash rate for non-fatal injury crashes, but did not exceed the calculated critical crash rates in any category.


Total 40 61.6 68.33 85.98 No No

Fatal 0 0 0.56 2.86 No No

Non-Fatal 10 15.4 13.66 21.98 Yes No

Night 9 13.86 29.12 40.91 No No

Wet 12 18.48 21.53 31.77 No No1


(Rural US Route, 4 or more lanes divided, full access)2


Exceeds

Table 3


US 74/ US 76 from SR 1437 (Old Fayetteville Rd) to US 17 (Ocean Hwy)


Statewide

Average Rate1

Critical Rate2

NC 133 (River Rd SE)

Crash data was provided for NC 133 (River Rd SE), a two-lane undivided facility, for a 2.297 mile stretch from SR 1555 (Mellaney Rd) to Mallory Creek Rd. A total of forty-two (42) crashes were reported along this section between January 1, 2013 and December 31, 2017. There were 2 fatal crashes and no pedestrians or bicyclists involved in the total crashes. For comparison to the statewide average crash rate for similar roadway types, this location can be classified as a rural North Carolina route. Table 4 shows the comparison of the crash rates for the analyzed section of NC 133 versus the 2013-2015


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statewide average crash rates for a comparable road type and configuration and calculated critical crash rates. Crash rates exceeded the statewide average crash rate for the fatal crashes and crashes occurring during night.


Total 42 151.72 174.39 217.49 No No

Fatal 2 7.22 1.94 8.10 Yes No

Non-Fatal 12 43.35 53.32 77.96 No No

Night 23 83.08 68.53 96.22 Yes No

Wet 7 25.29 29.92 48.83 No No1


(Rural NC Route 2 lanes undivided)2


Table 4


NC 133 (River Rd SE) from SR 1555 (Mellaney Rd) to Mallory Creek Rd


Statewide

Average Rate1

Critical Rate2

Exceeds

SR 1472 (Village Rd)/NC 133 (River Rd SE)

Crash data was provided for 1.144 miles of SR 1472/NC 133 from SR 1437 (Old Fayetteville Rd) to SR 1554 (Old River Rd). A total of two hundred thirty-two (232) crashes were reported along this section between January 1, 2013 and December 31, 2017. There were no fatal crashes and no pedestrians or bicyclists involved in the total crashes. For comparison to the statewide average crash rate for similar roadway types, the crash data was split into two segments based upon typical section segments, with the exposure and crash rates recalculated. Tables 5a through 5b show the comparison of the recalculated crash rates for the analyzed sections of SR 1472/NC 133 versus the 2013-2015 statewide average crash rates for a comparable road type and configuration and calculated critical crash rates. A summary of each segment is discussed below. Table 5a shows the comparison of the crash rates for the analyzed section of SR 1472 that is a four-lane divided facility with partial control of access for a 0.879-mile stretch from SR 1437 (Old Fayetteville Rd) to SR 1551 (Blackwell Rd). This location can be classified as an urban Secondary route. Crash rates exceeded both the statewide average crash rate and calculated critical crash rate for the total crashes, crashes occurring at night, and crashes occurring during wet conditions. Additionally, crash rates exceeded the statewide average crash rate for non-fatal injury crashes.


Total 219 543.90 215.85 255.18 Yes Yes

Fatal 0 0.00 0.98 4.79 No No

Non-Fatal 38 94.38 73.15 96.56 Yes No

Night 35 86.92 54.89 75.34 Yes Yes

Wet 31 76.99 40.35 58.06 Yes Yes1


(Urban SR Route, 4 or more lanes divided, partial access)2


Table 5a


SR 1472 (Village Rd) from SR 1437 (Old Fayeeteville Rd) to SR 1551 (Blackwell Rd)


Statewide

Average Rate1

Critical Rate2

Exceeds


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Table 5b shows the comparison of the crash rates for the analyzed section of NC 133 that is a two-lane undivided facility for a 0.265-mile stretch from just south of SR 1551 (Blackwell Rd) to SR 1554 (Old River Rd). This location can be classified as an urban North Carolina route. Crash rates did not exceed the statewide average crash rate or the calculated critical crash rate in any category.


Total 13 168.00 241.37 339.71 No No

Fatal 0 0.00 1.31 14.54 No No

Non-Fatal 2 25.85 75.62 133.51 No No

Night 2 25.85 57.96 109.44 No No

Wet 0 0.00 41.52 86.09 No No1


(Urban NC Route, 2 lane undivided)2


Table 5b


NC 133 (River Rd SE) from just south of SR 1551 (Blackwell Rd) to SR 1554 (Old River Rd)


Statewide

Average Rate1

Critical Rate2

Exceeds

US 421 (Carolina Beach Rd)

Crash data was provided for 4.451 miles of US 421 from George Anderson Dr/Echo Farms Blvd to Wooster St. A total of nine hundred five (905) crashes were reported along this section between January 1, 2013 and December 31, 2017. Of these crashes, 9 included fatalities. There were a total of 12 pedestrians and 4 bicyclists involved in the total crashes. For comparison to the statewide average crash rate for similar roadway types, the crash data was split into two segments based upon typical section segments, with the exposure and crash rates recalculated. Tables 6a through 6b show the comparison of the recalculated crash rates for the analyzed sections of US 421 versus the 2013-2015 statewide average crash rates for a comparable road type and configuration and calculated critical crash rates. A summary of each segment is discussed below. Table 6a shows the comparison of the crash rates for the analyzed section of US 421 that is a four-lane divided with a continuous left-turn lane for a 3.48-mile stretch from George Anderson Dr/Echo Farm Blvd to SR 1140 (Burnett Blvd). This location can be classified as an urban United States route. Crash rates exceeded both the statewide average crash rate and calculated critical crash rate for the total crashes, fatal crashes, and non-fatal injury crashes. Additionally, crash rates exceeded the statewide average crash rate for crashes occurring during wet conditions.


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Total 600 321.34 291.51 312.33 Yes Yes

Fatal 8 4.28 1.3 2.94 Yes Yes

Non-Fatal 212 113.54 92.91 104.78 Yes Yes

Night 92 49.27 54.76 63.94 No No

Wet 98 52.49 52.06 61.01 Yes No1


(Urban US Route, 4+ lane cont. left turn lane)2


Table 6a


US 421 (Carolina Beach Rd) from George Anderson Dr / Echo Farms Blvd to SR 1140 (Burnett Blvd)


Statewide

Average Rate1

Critical Rate2

Exceeds

Table 6b shows the comparison of the crash rates for the analyzed section of US 421 that is a combination of four-lane undivided and four-lane divided with partial control of access for a 0.971-mile stretch from just north of SR 1140 (Burnett Rd) to Wooster St. Due to the predominant cross section in the city of Wilmington this location can be classified using the total urban United States route. Crash rates exceeded both the statewide average crash rate and calculated critical crash rate for the total crashes, non-fatal injury crashes, crashes occurring at night, and crashes occurring during wet conditions. Additionally, crash rates exceeded the statewide average crash rate for fatal injury crashes.


Total 305 915.50 233.17 278.19 Yes Yes

Fatal 1 3.00 0.96 5.25 Yes No

Non-Fatal 116 348.19 69.7 94.99 Yes Yes

Night 70 210.12 50.74 72.54 Yes Yes

Wet 53 159.09 44.92 65.52 Yes Yes1


(Total Urban US Route)2


Table 6b


US 421 (Carolina Beach Rd) from just north SR 1140 (Burnett Blvd) to Wooster St


Statewide

Average Rate1

Critical Rate2

Exceeds

US 117 (Shipyard Blvd)

Crash data was provided for US 117 (Shipyard Blvd), a four-lane divided facility with partial control of access, for a 1.66 mile stretch from SR 1100 (River Rd) to SR 1218/SR 1219 (17th St). A total of one hundred sixty-seven (167) crashes were reported along this section between January 1, 2013 and December 31, 2017. There was 1 fatal crash and 4 pedestrians and 3 bicyclists involved in the total crashes. For comparison to the statewide average crash rate for similar roadway types, this location can be classified as an urban United States route. Table 7 shows the comparison of the crash rates for the analyzed section of US 117 versus the 2013-2015 statewide average crash rates for a comparable road type and configuration and calculated critical crash rates. Crash rates exceeded both the statewide average crash rate and calculated critical crash rate for the total crashes and non-fatal injury crashes. Additionally, crash rates exceeded the statewide average crash rate for fatal crashes and crashes occurring at night.


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Total 167 348.70 305.77 348.38 Yes Yes

Fatal 1 2.09 0.99 4.40 Yes No

Non-Fatal 64 133.63 89.52 113.05 Yes Yes

Night 36 75.17 67.54 88.12 Yes No

Wet 23 48.02 55.88 74.69 No No1


(Urban US Route, 4 or more lanes divided, no access)2


Table 7


US 117 (Shipyard Blvd) from SR 1100 (River Rd) to SR 1218 / SR 1219 (17 St)


Statewide

Average Rate1

Critical Rate2

Exceeds

SR 1209 (Independence Blvd)

Crash data was provided for 2.009 miles of SR 1209 from SR 1100 (River Rd) to 17th St. A total of eighty-four (84) crashes were reported along this section between January 1, 2013 and December 31, 2017. Of these crashes, 1 included fatality. There were no pedestrians or bicyclists involved in the total crashes. For comparison to the statewide average crash rate for similar roadway types, the crash data was split into two segments based upon typical section segments, with the exposure and crash rates recalculated. Tables 8a through 8b show the comparison of the recalculated crash rates for the analyzed sections of SR 1209 versus the 2013-2015 statewide average crash rates for a comparable road type and configuration and calculated critical crash rates. A summary of each segment is discussed below. Table 8a shows the comparison of the crash rates for the analyzed section of SR 1209 that is a two-lane undivided for a 1.24-mile stretch from SR 1100 (River Rd) to US 421 (Carolina Beach Rd). This location can be classified as an urban Secondary route. Crash rates exceeded the statewide average crash rate for the total crashes and non-fatal injury crashes.


Total 41 255.18 247.39 315.05 Yes No

Fatal 0 0.00 1.18 8.75 No No

Non-Fatal 14 87.13 76.16 115.09 Yes No

Night 10 62.24 65.51 101.84 No No

Wet 7 43.57 46.04 77.00 No No1


(Urban SR Route, 2 lanes undivided)2


Table 8a


SR 1209 (Independence Blvd) from SR 1100 (River Rd) to US 421 (Carolina Beach Rd)


Statewide

Average Rate1

Critical Rate2

Exceeds


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Table 8b shows the comparison of the crash rates for the analyzed section of SR 1209 that is a four-lane divided with partial control of access for a 0.769-mile stretch from just east of US 421 (Carolina Beach Rd) to SR 1218/1219 (17th St). This location can be classified as an urban Secondary route. Crash rates exceeded the statewide average crash rate for the fatal crashes.


Total 43 218.85 326.28 395.86 No No

Fatal 1 5.09 0.73 6.45 Yes No

Non-Fatal 13 66.16 100.82 140.63 No No

Night 10 50.90 76.67 111.71 No No

Wet 7 35.63 63.15 95.19 No No1


(Urban SR Route, 4 or more lanes divided, no access)2


Table 8b


SR 1209 (Independence Blvd) from just east of US 421 (Carolina Beach Rd) to SR 1218 / 1219 (17th St)


Statewide

Average Rate1

Critical Rate2

Exceeds

SR 1100 (River Rd)

Crash data was provided for SR 1100 (River Rd), a two-lane undivided facility for a 2.39 mile stretch from SR 1186/1209 (Independence Blvd) to US 117 (Shipyard Blvd). A total of seventeen (17) crashes were reported along this section between January 1, 2013 and December 31, 2017. There was 1 fatal crash and 0 pedestrians and 0 bicyclists involved in the total crashes. For comparison to the statewide average crash rate for similar roadway types, this location can be classified as an urban Secondary route. Table 9 shows the comparison of the crash rates for the analyzed section of SR 1100 versus the 2013-2015 statewide average crash rates for a comparable road type and configuration and calculated critical crash rates. Crash rates exceeded the statewide average crash rate for fatal crashes.


Total 17 67.16 247.39 300.79 No No

Fatal 1 3.95 1.18 6.71 Yes No

Non-Fatal 3 11.85 76.16 106.67 No No

Night 4 15.8 65.51 93.95 No No

Wet 3 11.85 46.04 70.20 No No1


(Urban SR Route 2 lane undivided)2


Table 9


SR 1100 (River Rd) from SR 1186/1209 (Independence Blvd to US 117 (Shipyard Blvd)


Statewide

Average Rate1

Critical Rate2

Exceeds


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SR 1140 (Burnett Blvd)

Crash data was provided for SR 1140 (Burnett Blvd), a two-lane undivided facility for a 1.62 mile stretch from US 117 (Shipyard Blvd) to US 421 (Carolina Beach Rd)/Front St. A total of thirty-one (31) crashes were reported along this section between January 1, 2013 and December 31, 2017. There was 1 fatal crash and 0 pedestrians and 0 bicyclists involved in the total crashes. For comparison to the statewide average crash rate for similar roadway types, this location can be classified as an urban Secondary route. Table 10 shows the comparison of the crash rates for the analyzed section of SR 1140 versus the 2013-2015 statewide average crash rates for a comparable road type and configuration and calculated critical crash rates. Crash rates exceeded the statewide average crash rate for fatal crashes.


Total 31 197.73 247.39 315.92 No No

Fatal 1 6.38 1.18 8.88 Yes No

Non-Fatal 5 31.89 76.16 115.60 No No

Night 10 63.78 65.51 102.32 No No

Wet 5 31.89 46.04 77.42 No No1


(Urban SR Route 2 lane undivided)2


Table 10


SR 1140 (Burnett Blvd) from US 117 (Shipyard Blvd) to US 421 (Carolina Beach Rd) / Front St


Statewide

Average Rate1

Critical Rate2

Exceeds


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IV. HSIP CONSIDERATIONS The Highway Safety Improvement Program (HSIP) is a federally-mandated program used to identify potentially hazardous roadways and features within the state. The study area associated with this project has a number of locations that were identified in the most recent HSIP, which was assembled in 2017 which can be seen in Appendix C. Table 11 shows sections and intersections listed in the HSIP that are surrounding or located in the study area, as well as their statewide rank for each particular warrant. The warrants used in the table are defined as follows in the 2017-HSIP:

Intersection Warrants

Warrant I-1: Frontal Impact Locations with 25% of the total crashes having occurred in the last 2 years AND at least one of the following conditions:

(a) A minimum of 12 frontal impacts crashes AND a minimum of 50% of all crashes were frontal impact crashes.

-OR- (b) A minimum of 9 frontal impacts crashes AND a minimum of 35% of all crashes were frontal impact crashes AND a minimum severity index of 6.0 for the frontal impact crashes.

For the purposes of this warrant, a frontal impact crash is considered to be one of the following crash types:

Angle Left Turn (same or different roads) Right Turn (same or different roads) Head On

Warrant I-2: Last Year Increase Locations with a minimum of 25 total crashes AND a minimum of 35% of the total crashes occurred in the last year.

Warrant I-3: Frequency with a Severity Index Minimum Locations with a minimum of 25 total crashes AND a minimum severity index of 6.0 AND a minimum of 40% of the total crashes occurred in the last 2 years.

Warrant I-4: Night Location Locations with a minimum of 25% of the total crashes occurring in the last 2 years AND a minimum of 12 crashes occurring at night AND a minimum of 38% of the total crashes occurred at night.

Warrant I-5: Chronic Crossing Pattern (NOTE – this warrant is only used if none of warrants I-1 through I-4 are met) (NOTE – this warrant is based on ten years of data)


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Locations with a minimum of 15 crossing pattern crashes, 15% of the total crashes occurring in the last 3 years AND a minimum of 75% of the total crashes were crossing pattern crashes. For the purposes of this warrant, a crossing pattern crash is considered to be one of the following crash types:

All Left Turn Angle Head On

Section Warrants

For each valid warrant location, it is required that for the analysis period of 5 years, a minimum number of crashes and crashes/per mile rates are met. These minimum required values were defined by facility type as follows:

Facility Type

Minimum Total

Crashes

Minimum Crashes/ Mile Rate

All Freeway Sections 48 48 US Non-Freeway Route 20 40 NC Non-Freeway Route 15 30 SR Non-Freeway Route 15 30 City Non-Freeway Street 20 40

For the purposes of warrants F-1, F-2, N-1 and N-2, a run off road (ROR) type crash is considered to be one of the following crash types:

Run Off Road (right, left or straight) Fixed Object Overturn/Rollover

In addition, the following crash types are reviewed and may be considered as run off road crashes during the analysis.

Sideswipe Opposite Direction Parked Motor Vehicle Head On

Currently, the animal crash type has been removed from the section warrant analysis to assist in identifying target crash locations. This is done because animal crashes, predominately deer crashes on rural routes, are not applicable to the current warrants. Eliminating these crashes helps to focus the attention on to crash locations that counter measures can be applied based upon the current warrants.

Warrant F-1: Run Off Road during Wet Road Conditions (Freeway) Freeway locations that met the minimum total crash and crash rate for freeways AND a minimum of 40% of the total crashes were run off road crashes occurring during wet road conditions.


________________________________________________________________________

Warrant F-2: Run Off Road (Freeway) Freeway locations that met the minimum total crash and crash rate for freeways AND a minimum of 70% of the total crashes were run off road crashes.

Warrant F-3: Wet Road Condition (Freeway) Freeway locations that met the minimum total crash and crash rate for freeways AND a minimum of 50% of the total crashes occurred during wet road conditions.

Warrant F-4: Night Location (Freeway) Freeway locations that met the minimum total crash and crash rate for freeways AND a minimum of 50% of the total crashes occurred during dark lighting conditions.

Warrant N-1: Run Off Road during Wet Road Conditions (Non-Freeway) Non-freeway locations that met the minimum total crash and crash rate for the respective facility type AND a minimum of 35% of the total crashes were run off road crashes occurring during wet road conditions.

Warrant N-2: Run Off Road (Non-Freeway) Non-freeway locations that met the minimum total crash and crash rate for the respective facility type AND a minimum of 68% of the total crashes were run off road crashes.

Warrant N-3: Wet Road Condition (Non-Freeway) Non-freeway locations that met the minimum total crash and crash rate for the respective facility type AND a minimum of 48% of the total crashes occurred during wet road conditions.

Warrant N-4: Non-Intersection Night Location (Non-Freeway) Non-freeway locations that met the minimum total crash and crash rate for the respective facility type AND a minimum of 38% of the total non-intersection crashes were run off road crashes occurring during dark lighting conditions.

ROUTE INTERSECTION OF REFERENCE FEATURE STATEWIDE RANK WARRANT(S)

US 17 In the vicinity of SR 1568 7 N-1 ,N-2, N-3

US 17 Westgate 2579 I-1

US 117 Rutledge 2450 I-1

US 117 Holbrook/Troy 2450 I-1

US 421 Echo Farms 2660 I-1

US 421 SR 1116 976 I-1

US 421 Buckingham 2819 I-1

US 421 Medical Center 943 I-1

US 421 SR 1140 161 I-1, I-3

US 421 Greenfield 2617 I-1

HSIP Specified Locations

Table 11


________________________________________________________________________

V. CONCLUSION Several roadway segments in the study area exceeded the Statewide Average Crash Rates and/or Critical Crash Rates or are identified in the 2017 HSIP as meeting one or more safety warrants. These factors suggest there may be safety deficiencies in the study area. However, specific safety concerns would need to be identified, investigated and addressed by others. VI. REFERENCE MATERIAL

1. North Carolina Department of Transportation. Highway Safety Improvement Program (HSIP) – 2017 cycle.

2. North Carolina Department of Transportation. Transportation Improvement Program 2018-2027. August 2017.

3. North Carolina Department of Transportation, Traffic Engineering and Safety Systems Branch, Traffic Safety Systems Management Unit. Guidelines for Utilizing North Carolina Statewide Crash Rates.

4. North Carolina Department of Transportation, Traffic Engineering and Safety Systems Branch, Traffic Safety Systems Management Unit. 2013-2015 Three Year Statewide Crash Rates.

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")133T o w n o fL e l a n d

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C i t y o fW i l m i n g t o n

LegendExceeds Statewide and CriticalCrash Rates

Exceeds Statewide Crash Rate

Does Not Exceed Statewide orCritical Crash Rates

Project Study Area

US Highway

NC Highway

Local Road

Railroad

Wilmington

Leland

Belville

Navassa

Port of Wilmington

County Boundary

Water

FIGURE 1CRASH ANALYSIS LOCATIONS ANDTOTAL CRASH RATE RESULTS0 1 20.5

Miles

Date: March 2018This map is for reference only.

Sources: ESRI Inc., CGIA, NCDOT, and AECOM.I

NORTH CAROLINA DEPARTMENTOF TRANSPORTATIONDIVISION OF HIGHWAYSPROPOSED CAPE FEAR CROSSING

BRUNSWICK AND NEW HANOVER COUNTIESSTIP PROJECT U-4738

Virginia

SouthCarolina

North CarolinaProjectLocation

Brunswick CountyNew Hanover County

This page left intentionally blank

APPENDIX A - Crash Analyses

This page left intentionally blank

North Carolina Department of TransportationTraffic Engineering Accident Analysis System

Strip Analysis Report

Study Criteria SummaryBRUNSWICK All and Rural

US 17 (Ocean Hwy) from SR 1701 (S Zion Church Rd) / Benson Rd to just S of US 74 / US 76

Date:County: City:

Location:

to01/01/2013 12/31/2017 Study: U4738US17

Report DetailsTotal

DamageInjuries

F A B C Ch CiAccident TypeDateCrash IDAccNo Milepost

ConditionR L W

Trfc CtlDv Op

Road

1 103758905 05/23/201317:09

LEFT TURN,DIFFERENT ROADWAYS

6500 0 0 0 0 1 1$36.980 1 1 0 0

Unit Alchl/Drgs: Dir: Veh Mnvr/Ped Actn: Obj Strk:Speed: MPH4 0 15 NE 8:1

Unit Alchl/Drgs: Dir: Veh Mnvr/Ped Actn: Obj Strk:Speed: MPH2 0 50 N 4:2

2 104747244 05/27/201616:07

SIDESWIPE, SAMEDIRECTION

2500 0 0 0 0 1 1$37.480 1 1 0 0



3 104075269 06/07/201408:21

ANIMAL 1200 0 0 0 0 1 1$37.541 1 1 0 0

Unit Alchl/Drgs: Dir: Veh Mnvr/Ped Actn: Obj Strk:Speed: MPH29 0 0 S 4 17:1

4 104277609 01/12/201522:26

FIXED OBJECT 8000 0 0 0 0 2 5$37.550 3 1 0 0

Unit Alchl/Drgs: Dir: Veh Mnvr/Ped Actn: Obj Strk:Speed: MPH4 0 55 N 4 41:1

5 104382706 05/17/201501:50

ANIMAL 2800 0 0 0 0 1 5$37.654 1 1 0 0


6 104137864 08/24/201416:37

OVERTURN/ROLLOVER 4000 0 0 1 0 1 1$37.741 1 1 0 0

Unit Alchl/Drgs: Dir: Veh Mnvr/Ped Actn: Obj Strk:Speed: MPH4 0 55 S 4:1

7 105229531 09/22/201709:15

ANIMAL 1500 0 0 0 0 1 1$37.860 1 1 0 0


8 103941983 01/02/201409:05

FIXED OBJECT 5500 0 0 0 0 3 1$37.960 3 1 0 0


9 104837501 09/02/201611:47

FIXED OBJECT 1000 0 0 0 0 2 1$37.960 3 1 0 0


02/26/2018 -1-



TotalDamage

Injuries


Condition

R L W

Trfc Ctl

Dv Op

Road

10 103950059 01/11/201410:15

FIXED OBJECT 3000 0 0 0 0 2 1$38.022 2 1 0 0


11 104369461 05/04/201512:43


700 0 0 0 0 1 1$38.041 1 1 0 0



12 104400511 06/08/201501:30

ANIMAL 3000 0 0 0 0 1 5$38.041 1 1 0 0


13 104522977 10/18/201509:33

ANIMAL 2000 0 0 0 0 1 1$38.041 1 1 0 0


14 103719780 04/04/201319:03

RIGHT TURN,DIFFERENT ROADWAYS

4000 0 0 0 0 2 2$38.060 3 1 0 1 1



15 104760608 06/11/201614:19

OTHER NON-COLLISION 500 0 0 0 0 2 1$38.141 2 1 0 0


16 104186231 10/18/201417:43

ANIMAL 4000 0 0 0 0 1 1$38.150 1 1 0 0


17 105269462 10/26/201706:36

ANIMAL 500 0 0 0 0 1 5$38.150 1 0


18 104980676 01/19/201712:27


4600 0 0 0 0 1 1$38.250 1 1 0 0



19 104021886 03/29/201413:40

FIXED OBJECT 2800 0 0 0 0 2 1$38.314 3 1 0 0


20 105142856 06/18/201710:00

FIXED OBJECT 500 0 0 0 0 1 1$38.341 1 1 0 0


02/26/2018 -2-



TotalDamage

Injuries


Condition

R L W

Trfc Ctl

Dv Op

Road

21 105224094 09/13/201721:07

ANGLE 6000 0 0 1 0 1 5$38.350 1 1 0 1 1

Unit Alchl/Drgs: Dir: Veh Mnvr/Ped Actn: Obj Strk:Speed: MPH4 0 35 E 4:1


22 104025780 04/04/201406:30

LEFT TURN,DIFFERENT ROADWAYS

2800 0 0 0 0 1 3$38.365 1 1 0 1 1



23 104418682 06/15/201518:31

OTHER COLLISIONWITH VEHICLE

29000 0 0 4 0 1 1$38.371 1 1 0 0



24 105098284 05/12/201713:33

FIXED OBJECT 2300 0 0 0 0 1 1$38.371 1 1 0 0


25 104333201 03/27/201517:44

FIXED OBJECT 2000 0 0 0 0 2 1$38.399 3 1 0 0


26 104555082 11/16/201513:44

LEFT TURN, SAMEROADWAY

11500 0 0 0 0 1 1$38.399 1 1 0 0

Unit Alchl/Drgs: Dir: Veh Mnvr/Ped Actn: Obj Strk:Speed: MPH1 0 10 W 8:1


27 105019702 02/25/201719:58



28 105294954 11/17/201712:36


9000 0 0 1 0 1 1$38.399 1 1 0 2 1



29 103766865 06/03/201321:43

MOVABLE OBJECT 4000 0 0 0 0 2 5$38.441 2 1 0 0


30 103786673 06/27/201321:57

FIXED OBJECT 1000 0 0 0 0 2 5$38.441 3 1 0 0


31 103932127 12/10/201311:58



02/26/2018 -3-



TotalDamage

Injuries


Condition

R L W

Trfc Ctl

Dv Op

Road


32 103988471 02/27/201419:25

FIXED OBJECT 2000 0 0 2 0 1 5$38.441 1 1 0 0


33 104187203 10/15/201412:38




34 104221466 11/20/201418:52

ANIMAL 2000 0 0 0 0 1 5$38.441 1 1 0 0


35 104558599 11/17/201518:44


4000 0 0 0 1 1 5$38.441 1 1 0 0



36 104609387 01/08/201613:53


4500 0 0 0 0 1 1$38.441 2 1 0 0



37 104885171 10/18/201605:59

REAR END, SLOW ORSTOP

22400 0 0 1 0 1 3$38.441 1 1 0 0



38 103813049 07/29/201314:24

FIXED OBJECT 800 0 0 0 0 3 1$38.446 3 3 0 0


39 103766411 05/22/201316:19


1750 0 0 0 0 1 1$38.450 1 1 0 0



40 104374741 05/10/201514:21


1200 0 0 0 0 2 1$38.450 2 1 0 0



41 105123984 06/02/201711:49

ANIMAL 5000 0 0 0 0 1 5$38.450 1 1 0 0


02/26/2018 -4-



TotalDamage

Injuries


Condition

R L W

Trfc Ctl

Dv Op

Road

42 104530488 10/24/201510:24

FIXED OBJECT 4100 0 0 0 1 1 1$38.522 1 1 0 0


43 103842789 09/06/201316:44


1400 0 0 1 0 1 1$38.541 1 1 0 1 1



44 103910533 11/19/201312:20


25000 0 0 0 1 1 1$38.541 1 1 0 9 1



45 103943464 01/04/201409:48


12000 0 0 0 1 1 1$38.541 1 1 0 5 1



46 103965220 01/29/201413:08

FIXED OBJECT 2800 0 0 0 0 4 1$38.541 2 1 0 3 1


47 104324980 03/18/201516:11


6500 0 0 0 1 1 1$38.541 1 1 0 3 1



48 104393755 05/29/201514:05


4000 0 0 0 0 1 1$38.541 1 1 0 3 1

Unit Alchl/Drgs: Dir: Veh Mnvr/Ped Actn: Obj Strk:Speed: MPH1 0 5 SE 7:1


49 104471201 08/24/201516:26

FIXED OBJECT 5500 0 0 0 0 1 1$38.541 1 1 0 3 1


50 105019185 02/21/201709:54


8000 0 0 0 1 1 1$38.541 1 1 0 2 1



51 104006976 03/16/201420:52

FIXED OBJECT 4000 0 0 0 1 2 5$38.543 3 1 0 3 1


02/26/2018 -5-



TotalDamage

Injuries


Condition

R L W

Trfc Ctl

Dv Op

Road

52 103949846 01/06/201413:00

FIXED OBJECT 24000 0 0 1 0 2 1$38.544 3 1 0 0


53 103923907 12/09/201308:32


6500 0 0 0 1 2 1$38.546 5 1 0 3 1



54 104431898 07/10/201522:22


1350 0 0 0 1 1 5$38.546 1 1 0 0



55 104451017 08/03/201510:47


7500 0 0 0 0 1 1$38.547 2 1 0 3 1



56 103748212 05/12/201318:40


520 0 0 0 0 1 1$38.550 1 1 0 0




57 104201833 11/01/201413:10

FIXED OBJECT 2500 0 0 0 0 2 1$38.550 3 1 0 0


58 105093493 05/07/201714:45

FIXED OBJECT 6000 0 0 1 0 1 1$38.550 1 1 0 3 1


59 105157582 07/10/201713:29


400 0 0 0 0 1 1$38.551 1 1 0 3 1



60 105157571 07/10/201712:23


7500 0 0 0 0 2 1$38.554 3 1 0 3 1





02/26/2018 -6-



TotalDamage

Injuries


Condition

R L W

Trfc Ctl

Dv Op

Road

61 105047975 02/20/201710:22


10000 1 1 0 0 1 1$38.568 1 1 0 3 1



62 104323557 03/13/201509:16


8000 0 0 0 1 1 1$38.570 1 1 0 3 1



63 103867657 10/07/201316:25

FIXED OBJECT 4100 0 0 0 1 2 1$38.582 3 1 0 0


64 103680956 02/16/201316:07

FIXED OBJECT 7000 0 0 0 0 2 1$38.641 3 1 0 0


65 103807817 07/21/201314:53



66 103974224 02/11/201411:04

FIXED OBJECT 2500 0 0 0 0 2 1$38.641 3 1 0 0


67 104067198 05/21/201402:49

ANIMAL 1000 0 0 0 0 1 5$38.641 1 1 0 0


68 104258082 01/02/201523:14

FIXED OBJECT 8000 0 0 0 0 2 5$38.641 3 1 0 0


69 104414253 06/21/201516:37


1000 0 0 0 0 1 1$38.641 1 1 0 0



70 104736444 05/16/201617:16

FIXED OBJECT 4000 0 0 0 0 1 1$38.641 1 1 0 0


71 104807042 07/31/201615:52


3800 0 0 0 0 1 1$38.641 1 1 0 0



02/26/2018 -7-



TotalDamage

Injuries


Condition

R L W

Trfc Ctl

Dv Op

Road

72 104811249 08/04/201617:15


2750 0 0 0 0 1 1$38.641 1 1 0 0



73 104860070 09/21/201614:40

MOVABLE OBJECT 500 0 0 0 0 1 1$38.641 2 1 0 0



74 104443080 07/27/201507:08


1100 0 0 0 0 1 1$38.730 1 1 0 0



75 104983234 12/12/201610:39

FIXED OBJECT 3500 0 0 0 0 2 1$38.739 3 1 0 0


76 103785688 06/23/201311:00

FIXED OBJECT 1000 0 0 0 0 2 1$38.741 3 1 0 0


77 103789580 06/30/201322:50

FIXED OBJECT 5500 0 0 0 0 1 5$38.741 2 5 0 0


78 103792855 07/05/201315:23

FIXED OBJECT 12000 0 0 0 0 2 1$38.741 3 8 1 0


79 103838127 09/01/201313:33

FIXED OBJECT 3500 0 0 0 0 2 1$38.741 2 3 0 0


80 103850466 09/16/201316:56

FIXED OBJECT 5500 0 0 0 1 2 1$38.741 3 7 0 0


81 103974226 02/11/201408:17

FIXED OBJECT 3500 0 0 0 0 2 1$38.741 3 5 0 0


82 104037180 04/19/201407:07

FIXED OBJECT 4000 0 0 0 1 2 1$38.741 2 1 0 0


02/26/2018 -8-



TotalDamage

Injuries


Condition

R L W

Trfc Ctl

Dv Op

Road

83 104166740 09/29/201411:31

MOVABLE OBJECT 2500 0 0 0 0 1 1$38.741 2 1 0 0


84 104384792 05/21/201517:28

FIXED OBJECT 5000 0 0 0 0 2 1$38.741 3 1 0 0


85 104609589 12/26/201507:10

MOVABLE OBJECT 10000 0 0 0 0 1 1$38.741 1 1 0 0


86 104984017 01/21/201720:06


1300 0 0 0 1 2 5$38.741 3 1 0 0



87 104252078 12/24/201410:45

FIXED OBJECT 5000 0 0 0 0 3 1$38.749 3 7 0 0


88 104885125 10/18/201620:51

ANIMAL 3000 0 0 0 0 1 5$38.750 1 1 0 0


89 103942175 01/02/201414:51

FIXED OBJECT 6000 0 0 0 0 2 1$38.764 3 1 0 0


90 103904488 11/17/201322:05

FIXED OBJECT 3800 0 0 0 0 2 5$38.841 2 7 0 0


91 104055578 05/10/201423:13

MOVABLE OBJECT 1000 0 0 0 0 1 5$38.841 2 1 0 0


92 104148271 09/08/201408:51

FIXED OBJECT 6000 0 0 0 0 3 1$38.841 2 5 0 0


93 104451014 08/03/201513:10

FIXED OBJECT 6500 0 0 0 0 3 1$38.841 3 5 0 0


94 104453841 08/07/201515:54

FIXED OBJECT 300 0 0 0 0 2 1$38.841 2 1 0 0


02/26/2018 -9-



TotalDamage

Injuries


Condition

R L W

Trfc Ctl

Dv Op

Road

95 104452588 07/28/201515:55

MOVABLE OBJECT 100 0 0 0 0 1 1$38.864 1 1 0 0



96 105290918 11/16/201708:40

FIXED OBJECT 1500 0 0 1 0 1 1$38.890 1 5 0 0


97 103759317 05/25/201304:56

FIXED OBJECT 4000 0 0 0 0 1 5$38.941 1 5 0 0


98 103866076 10/06/201314:34

FIXED OBJECT 3500 0 0 0 0 2 1$38.941 2 5 0 0


99 104540738 11/03/201507:25

FIXED OBJECT 2500 0 0 0 0 2 1$38.941 3 1 0 0


100 105130927 06/12/201703:52

FIXED OBJECT 10500 0 0 0 0 1 5$38.941 1 1 0 0


101 104434967 07/16/201511:14

MOVABLE OBJECT 400 0 0 0 0 1 1$39.039 1 1 0 0



102 105092947 05/07/201718:36

MOVABLE OBJECT 6500 0 0 0 0 1 1$39.039 1 1 0 0



103 105127228 06/01/201719:46

FIXED OBJECT 12000 0 0 0 0 3 1$39.041 3 1 0 0


104 104830534 08/25/201616:33



105 103782135 06/22/201310:01

FIXED OBJECT 4700 0 0 0 0 2 1$39.064 3 5 0 0


02/26/2018 -10-



TotalDamage

Injuries


Condition

R L W

Trfc Ctl

Dv Op

Road

106 104127807 07/27/201414:23

FIXED OBJECT 2200 1 1 0 0 1 1$39.087 1 7 0 0


107 103953322 01/14/201413:01



108 104062260 05/15/201422:30

FIXED OBJECT 1600 0 0 0 0 3 5$39.139 2 1 0 0


109 104108497 07/21/201410:40

FIXED OBJECT 3500 0 0 0 0 2 1$39.139 3 5 0 0


110 104187201 10/15/201410:40

FIXED OBJECT 6000 0 0 0 0 2 1$39.139 3 5 0 0


111 104267713 01/12/201512:54

FIXED OBJECT 1000 0 0 0 1 2 1$39.139 3 1 0 0


112 104374574 05/10/201516:43

FIXED OBJECT 2500 0 0 0 0 2 1$39.139 3 1 0 0


113 104428893 07/09/201515:13

MOVABLE OBJECT 300 0 0 0 0 1 1$39.139 1 1 0 0



114 104470085 08/21/201517:34

FIXED OBJECT 1250 0 0 0 0 2 5$39.139 3 5 0 0


115 104508291 10/02/201521:25

FIXED OBJECT 5500 0 0 0 0 2 5$39.139 3 5 0 0


116 104549886 11/09/201509:15

FIXED OBJECT 4000 0 0 0 0 2 1$39.139 3 1 0 0


117 104663167 02/29/201610:10

FIXED OBJECT 62000 0 0 1 0 1 1$39.139 1 5 0 0


02/26/2018 -11-



TotalDamage

Injuries


Condition

R L W

Trfc Ctl

Dv Op

Road

118 104853903 09/20/201605:16

FIXED OBJECT 8500 0 0 0 0 2 5$39.139 2 5 0 0


119 105116910 05/29/201716:40


10000 0 0 0 0 1 1$39.139 1 1 0 0



120 105148068 06/30/201712:49

FIXED OBJECT 4000 0 0 0 0 2 1$39.139 3 7 0 0


121 103782527 06/23/201311:22


6500 0 0 0 0 2 1$39.164 3 5 0 0



122 104116832 07/27/201414:19


2300 0 0 0 0 1 1$39.164 1 1 0 0



123 104938813 12/06/201612:18


14500 0 0 0 0 2 1$39.224 3 1 0 3 1



124 104853725 09/19/201606:51



125 104162841 09/24/201416:32

FIXED OBJECT 7000 0 0 0 0 2 1$39.241 3 5 0 0


126 105244232 10/03/201717:55

FIXED OBJECT 6000 0 0 0 0 1 1$39.264 1 7 0 0


127 103910185 11/24/201317:39

FIXED OBJECT 6000 0 0 0 0 1 1$39.339 1 1 0 0


128 104406253 06/09/201516:12

FIXED OBJECT 4800 0 0 0 0 2 1$39.339 3 1 0 0


02/26/2018 -12-



TotalDamage

Injuries


Condition

R L W

Trfc Ctl

Dv Op

Road

129 104567377 11/25/201516:45



130 105055849 04/01/201701:08

ANIMAL 1000 0 0 0 0 1 5$39.339 1 1 0 0


131 105215158 09/06/201719:11

FIXED OBJECT 1000 0 0 0 0 2 1$39.339 3 1 0 0


132 104099245 07/03/201414:47

FIXED OBJECT 7000 0 0 0 0 2 1$39.341 3 7 0 0


133 103942854 01/02/201415:15

FIXED OBJECT 5500 0 0 0 0 2 1$39.364 3 7 0 0


134 103796106 07/04/201315:35



135 104129380 07/14/201415:33

FIXED OBJECT 10000 0 0 0 0 2 1$39.428 3 1 0


136 104750801 05/27/201613:15

FIXED OBJECT 2000 0 0 1 0 1 1$39.439 1 5 0 0


137 103641806 01/02/201303:33

FIXED OBJECT 2500 0 0 0 0 1 5$39.464 2 1 0 0


138 103658475 01/22/201315:00


1700 0 0 0 1 1 1$39.464 1 1 4 0




139 103774160 06/10/201319:10

FIXED OBJECT 4000 0 0 0 0 1 1$39.464 2 1 0 0


02/26/2018 -13-



TotalDamage

Injuries


Condition

R L W

Trfc Ctl

Dv Op

Road

140 103975414 02/11/201413:29

FIXED OBJECT 3000 0 0 0 0 2 1$39.464 2 1 0 0


141 103998703 03/07/201400:22

FIXED OBJECT 3700 0 0 0 0 2 5$39.464 2 7 0 0


142 104020264 03/29/201407:06

FIXED OBJECT 5000 0 0 0 0 2 3$39.464 3 1 0 0


143 105277061 11/03/201720:24

ANIMAL 2000 0 0 0 0 1 5$39.539 1 1 0 0


144 103872120 10/13/201318:06


1300 0 0 0 0 1 1$39.541 2 1 0 0



145 104063797 05/16/201407:24

FIXED OBJECT 7500 0 0 0 2 2 1$39.564 2 7 0 0


146 104082280 06/14/201420:52

FIXED OBJECT 7100 0 0 1 1 1 5$39.564 2 1 0 0


147 104099471 07/03/201416:54

FIXED OBJECT 2000 0 0 0 0 2 1$39.564 3 1 0 0


148 104104102 07/12/201408:45


3000 0 0 0 0 1 1$39.564 1 1 0 0



149 104238797 12/10/201411:56


7500 0 0 0 1 1 1$39.564 1 1 0 0



150 104931794 11/28/201604:10

FIXED OBJECT 1500 0 0 0 0 1 5$39.564 1 1 0 0


02/26/2018 -14-



TotalDamage

Injuries


Condition

R L W

Trfc Ctl

Dv Op

Road

151 105229774 09/14/201721:00

MOVABLE OBJECT 250 0 0 0 0 1 1$39.564 1 1 0 0


152 105262696 10/23/201720:30

ANIMAL 1500 0 0 0 0 1 5$39.564 1 1 0 0


153 104444930 07/28/201500:02

ANIMAL 500 0 0 0 0 1 5$39.571 1 1 0 0


154 103694516 03/04/201317:02


3000 0 0 0 0 1 1$39.664 1 1 0 0



155 103727050 04/15/201308:00

FIXED OBJECT 28000 0 0 0 0 3 1$39.664 3 1 0 0


156 103765975 06/03/201314:22

MOVABLE OBJECT 5000 0 0 0 0 2 1$39.664 2 2 0 0


157 103782129 06/22/201310:27

FIXED OBJECT 18000 0 0 0 1 2 1$39.664 2 1 0 0


158 103957372 01/21/201408:44

MOVABLE OBJECT 500 0 0 0 0 1 1$39.664 1 3 0 0


159 104575976 12/04/201523:00

FIXED OBJECT 6500 0 0 0 0 1 5$39.664 1 1 0 0


160 105012364 02/16/201721:26

FIXED OBJECT 500 0 0 0 1 1 5$39.664 1 1 0 0


161 105220744 09/14/201714:58


2000 0 0 0 0 1 1$39.664 1 1 0 0



02/26/2018 -15-



TotalDamage

Injuries


Condition

R L W

Trfc Ctl

Dv Op

Road

162 104796408 07/20/201618:19


4600 0 1 0 0 2 1$39.755 2 1 0 3 1



163 104080123 05/30/201400:18

ANIMAL 6000 0 0 0 0 1 4$39.759 1 1 0 0


164 104302171 02/21/201517:41



165 105235001 09/28/201716:34


17000 0 0 0 2 1 1$39.759 1 1 0 0



166 104078906 06/09/201415:41


9000 0 0 0 0 1 1$39.764 1 1 0 0



167 104374988 05/10/201520:43


6600 0 0 0 0 2 5$39.764 3 1 0 1 1



168 104914028 11/09/201609:31


22000 0 3 0 0 1 1$39.764 1 1 0 5 1




169 105091952 04/30/201717:11


2000 0 0 0 0 1 1$39.764 1 1 0 3 1



170 105233585 09/25/201716:13


12000 0 0 0 1 1 1$39.764 1 1 0 3 1



171 104692059 04/02/201611:58


1500 0 0 0 0 2 1$39.768 3 1 0 0


02/26/2018 -16-



TotalDamage

Injuries


Condition

R L W

Trfc Ctl

Dv Op

Road


172 104729947 05/09/201617:27

FIXED OBJECT 2300 0 0 0 0 1 1$39.768 1 1 0 3 1



173 104171206 10/04/201400:42

ANIMAL 4000 0 0 0 0 1 5$39.770 1 1 0 0


174 104147255 08/30/201419:54


2000 0 0 0 0 1 5$39.773 1 1 0 0



175 104644019 02/13/201618:55

MOVABLE OBJECT 1500 0 0 0 0 1 5$39.774 1 1 0 0



176 104032586 04/12/201409:24

MOVABLE OBJECT 2500 0 0 0 0 1 1$39.779 1 1 0 0


177 104594299 12/22/201515:11

FIXED OBJECT 3000 0 0 0 0 2 1$39.801 3 1 0 0


178 103719437 04/05/201313:30


4000 0 0 0 0 1 1$39.864 1 1 0 0



179 103821499 08/10/201311:57


1200 0 0 0 0 1 1$39.864 1 2 0 0



180 103846870 09/10/201320:46



181 104457488 08/11/201511:25


3050 0 0 0 0 1 1$39.864 2 1 0 0



02/26/2018 -17-



TotalDamage

Injuries


Condition

R L W

Trfc Ctl

Dv Op

Road

182 104530538 10/24/201513:43



183 105198940 08/23/201711:45

MOVABLE OBJECT 750 0 0 0 0 1 1$39.869 1 1 0 0


184 105277031 11/04/201705:19

FIXED OBJECT 10750 0 0 0 0 1 5$39.934 1 1 0 0


185 104122954 07/29/201413:58

FIXED OBJECT 3200 0 0 0 0 1 1$39.953 1 1 0


186 104934859 12/04/201602:06

ANIMAL 1000 0 0 0 0 1 5$39.969 1 1 0 0


187 105149422 06/30/201721:13


1250 0 0 0 0 1 5$39.969 1 1 0 0

crash analysis summary - ncdot...divided typical section with partial control of access and a posted...

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