HomeMy WebLinkAboutUpdated Trip Generation Info
Table 1: Trip Generation Summary
Land Use
(ITE Code) Intensity
Daily
Traffic
(vpd)
AM Peak Hour
Trips (vph)
PM Peak Hour
Trips (vph)
Enter Exit Enter Exit
Single-Family Detached Housing
(210) 62 units 670 12 37 40 24
Multifamily Housing (Low-Rise)
(220) 262 units 1,940 27 92 88 51
Total Trips 2,610 39 129 128 75
It is estimated that the proposed development will now generate approximately 2,610 total site trips on the
roadway network during a typical 24-hour weekday period. Of the daily traffic volume, it is anticipated that 168
trips (39 entering and 129 exiting) will occur in the AM peak hour and 203 trips (128 entering and 75 exiting)
during the PM peak hour.
Porters Neck Road at Edgewater Club Road/Shiraz Way (roundabout)
Scenario Overall LOS Delay in Seconds
AM PEAK
2019 Existing A 8
2023 Future A 9
2023 Future with Project A 10
PM PEAK
2019 Existing A 7
2023 Future A 8
2023 Future with Project A 9
Porter’s Neck Development – LOS Table Updates Page 2 of 2
Market Street and Porters Neck Road
Scenario Overall LOS Delay in Seconds
AM PEAK
2019 Existing D 41
2023 Future D 43
2023 Future with Project D 44
PM PEAK
2019 Existing D 44
2023 Future D 47
2023 Future with Project D 48
US 17 at Market Street/Futch Creek Road
Scenario Overall LOS Delay in Seconds
AM PEAK
2019 Existing B 18
2023 Future B 20
2023 Future with Project C 24
PM PEAK
2019 Existing C 33
2023 Future C 31
2023 Future with Project D 37
US 17 at U-Turn (North of Futch Creek Road)
Scenario Overall LOS Delay in Seconds
AM PEAK
2019 Existing C 22
2023 Future C 26
2023 Future with Project C 31
PM PEAK
2019 Existing A 9
2023 Future B 10
2023 Future with Project B 13
Scale: Not to Scale
Porter's NeckNew Hanover County, NC
Site
N
Ma
r
k
e
t
St
r
e
e
t
17
SR 1400
(Futch Creek Road)
SR 1491
(Porter's Neck
Road)
SR
2
9
3
2
(S
h
i
r
a
z
W
a
y
)
SR
1
4
0
2
(E
d
g
e
w
a
t
e
r
Cl
u
b
R
o
a
d
)
SR 1491
(Porter's Neck
Road)
SR 1400
(Market Street)
Site
Drive 1
Site
Drive 2
SR
2
8
4
5
(M
a
r
k
e
t
S
t
r
e
e
t
)
17
140
Total Site Trip
Assignment
LEGEND
Signalized Intersection
Unsignalized Intersection
X / Y Weekday AM / PM
Peak Hour Site Trips
2/
6
58
/
3
4
7/
4
18/58
58/34
4/
1
3
18
/
5
8
64/37
1
9
/
6
4
64/37
39
/
2
3
25
/
1
4
39
/
2
3
7/
2
6
64/37
12
/
3
8
19
/
6
4
65/38
20
/
6
4
7/
2
6
26/1
5
8/2
5
13
/
8
Roundabout
Scale: Not to Scale
Porter's NeckNew Hanover County, NC
Site
N
Ma
r
k
e
t
St
r
e
e
t
17
SR 1400
(Futch Creek Road)
SR 1491
(Porter's Neck
Road)
SR
2
9
3
2
(S
h
i
r
a
z
W
a
y
)
SR
1
4
0
2
(E
d
g
e
w
a
t
e
r
Cl
u
b
R
o
a
d
)
SR 1491
(Porter's Neck
Road)
SR 1400
(Market Street)
Site
Drive 1
Site
Drive 2
SR
2
8
4
5
(M
a
r
k
e
t
S
t
r
e
e
t
)
17
140
Combined (2023)
Peak Hour Traffic
43
6
/
2
6
6
59
/
2
6
28
/
1
2
20
5
/
1
2
7
68
/
3
0
0/
1
43/158170/221323/265
241/210
72/103
656/549
12
3
/
1
8
1
95
6
/
1
2
7
3
42
3
/
4
2
4
64/37
0/0
1
2
6
/
1
2
8
3
7
/
1
0
6
107/5
7
0/5
26
3
/
1
4
7
8/
5
21
8
1
/
1
6
9
9
91
/
9
3
433/237
40
/
8
2
13
3
2
/
2
2
1
8
15
0
/
2
2
1
18
/
4
2
19
/
6
4
0/065/38
20
/
6
4
82
/
1
2
4
14
8
/
1
6
5
11
8
2
/
1
1
2
9
15
3
/
2
3
0
0/4185/24716/15
106/19553/10449/98
140/
9
1
1/2
68/45
0/
0
21
2
/
1
2
0
43
/
2
0
0/
0
LEGEND
Signalized Intersection
Unsignalized Intersection
X / Y Weekday AM / PM
Peak Hour Traffic
Roundabout20
1
4
/
1
6
5
9