28 / 46
TOWN OF MORRISVILLE
26
| Technical Analysis
INTERSECTION
2011 EXISTING
(seconds delay/vehicle)
2025 TREND
(seconds delay/vehicle)
2035 TREND
(seconds delay/vehicle)
2035 TOD
(seconds delay/vehicle)
AM
PM
AM
PM
AM
PM
AM
PM
Town Hall Drive at
McCrimmon Parkway
F
(106)
F
(373)
A
(4.4)
A
(7.7)
A
(5.8)
B
(11.5)
A
(5.8)
B
(10.4)
Church Street at
McCrimmon Parkway
C
(132)
D
(80.7)
C
(28.8)
D
(40.3)
C
(23.3)
D
(52.3)
C
(27.1)
E
(60.8)
McCrimmon Overpass
at McCrimmon
Parkway
Doesn’t
Exist in this
Scenario
Doesn’t
Exist in this
Scenario
B
(15.2)
B
(20.0)
B
(16.1)
C
(29.8)
B
(14.6)
C
(22.3)
McCrimmon
Parkway at NC 54
F
(196)
E
(97)
D
(51.0)
F
(207)
C
(33.2)
E
(61.7)
C
(22.3)
E
(65.5)
Airport Boulevard
at NC 54
C
(34.2)
D
(38.7)
C
(23.3)
F
(139)
B
(13.0)
E
(77.7)
B
(12.9)
F
(90.0)
Morrisville-Carpenter
Road at NC 54
F
(150)
F
(98.1)
F
(254)
F
(374)
F
(117)
F
(362)
F
(110)
F
(366)
In this chart, the 2035 TOD scenario has mixed results compared to the 2035 Trend-based scenario in the
morning and evening peak periods. For example, the NC 54 at Airport Drive intersection performs as well
in the morning (AM) peak period, but incurs an additional 12 seconds of delay per car in the evening peak.
The Trend Scenario suggested a continuation and expansion of industrial and core office uses, while the