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