Item 6A - Traffic Impacts Updated 5-28-2021 on behalf of NuStarTraffic Impacts
tang Business Park
ZA21-0039
Steven D. Hofener, P.E., PTOE
Principal
Traffic Engineering Consultants, Inc.
June 1, 2021
Traffic Projections
Not an Exact Science
Averaging the Potential Uses Results in
An Average DailyTrip Generation of 1,487
Trip Generation Projection Comparison
Trip Rate*
Warehousing
150
(sf)
316,365
1.72
0.20
0.21
545
63
66
Trip Rate*
General
Office Building
710
(sf)
23,815
11.08
2.05
1.22
49
29
Tota I
1
340,180
809
112
1 95
Trip Rate*
General
Light Industrial
110
(sf)
340,180
3.96
0.32
0.25
(1,347
110
86
Trip Rate*
Industrial
Pa rk
130
(sf)
340,180
5.2
0.40
0.40
_*')
C1,777
136
136
Trip Rate*
High -Cube Transload
Short Term Warehouse
154
(sf)
340,180
1.40
0.08
0.10
476
27
34
Trip Rate*
High —Cube Fulfillment
Center Warehouse
155
(sf)
340,180
8.18
0.59
1.37
C2,77 �83
201
466
Trip Rate*
High -Cube Parcel
Hub Warehouse
156
(sf)
340,180
7.75
0.70
0.64
2,636
238
218
Level of Service - Mandatory Stop
Delay at Tracks Not Addressed
Table 3 — Traffic Operational Results —Weekday AM Peak Hour
Kimley>>)Horn
2023
2023
2028
2028
2021
Background
Background plus
Background
Background plus
Existing Traffic
Traffic
Site Traffic
Traffic
Site Traffic
INTERSECTION
APPROACH
AM Peak Hour
AM Peak Hour
AM Peak Hour
AM Peak Hour
AM Peak Hour
DELAY
LOS
DELAY LOS
DELAY
LOS
DELAY
LOS
DELAY
LOS
(SEC/ VEH)
(SEC/VEH)
(SEC/VEH)
(SEC/VEH)
(SEC/VEH)
M ustang Drive/Court @
M ustang - EB
74.8
E
82.2 F
81.0
F
80.5
F
79.3
E
SH 26
M ustang - WB
I
45.5
I
D
47.6 D
;
49.3
D
68.4
E
74.2
E
(Ira E Woods Avenue)
Table 4 — Traffic Operational Results — Weekday PM Peak Hour
2023
2023
2028
2028
2021
Background
Background plus
Background
Background plus
Existing Traffic
INTERSECTION
APPROACH
PM Peak Hour
Traffic
Site Traffic
Traffic
Site Traffic
PM Peak Hour
PM Peak Hour
PM Peak Hour
PM Peak Hour
DELAY
LOS
DELAY
LOS
DELAY
LOS
DELAY
LOS
DELAY
LOS
(SEC/ VEH)
(SEC/VEH)
(SEC/VEH)
(SEC/VEH)
(SEC/ VEH)
M ustang Drive/Court @
M ustang - EB
64.0
E
65.5
E
70.2
E
67.9
E
73.2
E
SH 26
Mustang - W B
52.7
D
57.0
E
57.9
E
67.1
J
69.0
E
(Ira E Woods Avenue)
11111f�
i
;.Jr
E
Mustang Court
Light Phase In Action
Recommendations
In order of priority
Need for Second Point of Access (Brumlow or Continental)
Need for Recalibration of Mustang Court Light Phase at HWy 26
Need for Widened and Reconfigured Mustang Court Intersection at HWy 26
Three Way Stop Signs at Southwestern and Mustang Court