McCrimmon Transit Small Area Plan - 2013
TOWN OF MORRISVILLE
26 | Technical Analysis
2011 EXISTING (seconds delay/vehicle)
2025 TREND (seconds delay/vehicle)
2035 TREND (seconds delay/vehicle)
2035 TOD (seconds delay/vehicle)
INTERSECTION
AM
PM
AM
PM
AM
PM
AM
PM
F (106)
F (373)
A (4.4)
A (7.7)
A (5.8)
B (11.5)
A (5.8)
B (10.4)
Town Hall Drive 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)
Church Street at McCrimmon Parkway
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)
F (196)
E (97)
D (51.0)
F (207)
C (33.2)
E (61.7)
C (22.3)
E (65.5)
McCrimmon Parkway 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)
Airport Boulevard at NC 54
F (150)
F (98.1)
F (254)
F (374)
F (117)
F (362)
F (110)
F (366)
Morrisville-Carpenter Road at NC 54
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
Made with FlippingBook Online newsletter