Draft Comprehensive Transportation Plan Update_September 25, 2017
DRAFT
Crash Statistics From June 2013 to May 2016, almost 1,300 crashes were reported on state-maintained roadways within Morrisville’s jurisdiction. Of the 1,272 crashes, 7 resulted in fatalities or disabling injuries, 271 resulted in evident injuries or possible injuries, 987 resulted in property damage only, and injuries were unknown for 7. Rear end crashes accounted for nearly half of all the crashes. Angle crashes, left turn crashes, and sideswipes combined make up almost a third of the crashes in Morrisville. Figure 2-18 and Figure 2-19 depict the number of crashes by severity and by type. The 7 crashes resulting in fatalities or disabling injuries occurred between August 2014 and March 2016 and are further described in Table 2-6 and Figure 2-20.
Table 2-6: Crashes Resulting in Fatalities or Disabling Injuries Location Date Time
Type
Severity
Morrisville-Carpenter Rd at Railroad Crossing near NC 54
RR Train, Engine
9:45 PM
Fatal
8/29/2014
Disabling Injury Disabling Injury Disabling Injury
I-40 WB near Airport Blvd
5:22 AM Fixed Object
1/1/2015
Rear End, Slow or Stop Rear End, Slow or Stop
I-40 WB near Airport Blvd
5:23 AM
1/1/2015
NC 54 at Church St
5:48 PM
4/28/2015
NC 54 at Carrington Mill Blvd
10:24 PM Bicyclist
Fatal
7/17/2015
Morrisville-Carpenter Rd at Railroad Crossing near NC 54
RR Train, Engine
7:49 PM
Fatal
11/14/2015
Rear End, Slow or Stop
I-40 WB near Airport Blvd Fatal Crash rates for intersections are typically reported as the number of crashes per million entering vehicles (MEV) and are commonly calculated with the following equation: 3/8/2016 10:04 PM
1,000,000 x NUMBER OF CRASHES 365 x NUMBER OF YEARS x ENTERING AADT
CRASH RATE =
Table 2-7 shows the crash rates for intersections in Morrisville where AADT data are available. Intersection crash rates are useful in gauging the relative safety of an intersection in comparison to other intersections in the study area. The crash rates are based on 2013 AADTs and 3-year crash data from June 2013 to May 2016. The average crash rate of studied intersections is 0.79 crashes per million entering vehicles. Despite an average entering AADT, the intersection of NC 54 and Morrisville-Carpenter Road has the highest crash rate, due to its higher than average number of crashes.
Table 2-7: Intersection Crash Rates
Entering AADT
Number of Crashes
Crash Rate (per MEV)
Intersection
NC 54 & Morrisville-Carpenter Rd
33,500
72
1.96
Davis Dr & Morrisville-Carpenter Rd
40,000
62
1.42
Davis Dr & McCrimmon Pkwy
33,850
49
1.32
NC 54 & Cary Pkwy
40,500
55
1.24
NC 54 & Morrisville Pkwy
27,500
36
1.20
NC 54 & Airport Blvd
24,000
23
0.88
Davis Dr & Morrisville Pkwy
37,050
32
0.79
I-40 NB Ramps & Airport Blvd
30,600
15
0.45
I-40 SB Ramps & Airport Blvd
40,550
9
0.20
Aviation Pkwy & Evans Rd
22,000
2
0.08
NC 540 WB Ramps & NC 54
27,400
1
0.03
NC 540 EB Ramps & NC 54
24,100
0
0.00
2-18 | P A G E
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