HomeMy WebLinkAboutWNC - Rexburg - Traffic Impact Study - 2024.12.12
Prepared For:
WinCo Foods
Prepared By:
SCJ Alliance
8730 Tallon Lane NE, Suite 200
Lacey, WA 98516
360.352.1465
December 2024
Traffic Impact Study
WinCo Foods
Rexburg, ID
Traffic Impact Study – WinCo Foods
Project Information
Project: WinCo Foods, Rexburg, ID
Prepared for: WinCo Foods
650 Armstrong Place
Boise, ID 83704
208.672.2086
Reviewing Agency
Jurisdiction: Rexburg, Idaho
Project Representative
Prepared by: SCJ Alliance
8730 Tallon Lane NE, Suite 200
Lacey, WA 98516
360.352.1465
scjalliance.com
Contact: Ryan Shea, PTP, Traffic Analysis
Project Reference: SCJ #24-000062
Path: N:\Projects\7148 Blaine A Womer Civil Engineering
(BAWCE)\24-000480 Rexburg WinCo\Traffic\03 -
Dels\TIA\Rexburg ID TIA 2024-1212.docx
Rexburg WinCo Foods
Traffic Impact Study
Signature
The technical material and data contained in this document were prepared under the supervision and
direction of the undersigned, whose seal, as a professional engineer licensed to practice as such, is
affixed below.
Prepared by Ryan Shea, PTP
Approved by Eric Johnston, PE
12/12/2024
Rexburg WinCo Foods
Traffic Impact Study
SCJ Alliance Dece mber 2024 | Page i
Table of Contents
1 Introduction And Executive Summary .......................................................................... 4
1.1 Purpose of the Report and Study Objectives ........................................................................ 4
1.2 Site Location and Study Area ................................................................................................. 4
1.3 Development Description ...................................................................................................... 5
1.4 Findings and Conclusions ...................................................................................................... 5
2 Proposed Development ................................................................................................ 6
2.1 Site Development .................................................................................................................. 6
2.2 Project Access ........................................................................................................................ 6
2.3 Study Context ........................................................................................................................ 6
3 Existing Conditions ....................................................................................................... 8
3.1 Area Land Uses ...................................................................................................................... 8
3.2 Roadway Inventory ................................................................................................................ 8
3.3 Existing Traffic Conditions ..................................................................................................... 8
3.4 Crash History ....................................................................................................................... 12
4 Project Traffic Characteristics ..................................................................................... 13
4.1 Site-Generated Traffic Volumes .......................................................................................... 13
4.2 Site Traffic Distribution and Assignment ............................................................................. 14
5 Background Conditions .............................................................................................. 18
5.1 Roadway Network Improvements....................................................................................... 18
5.2 Future Traffic Volumes ........................................................................................................ 18
6 Traffic Operations Analysis ......................................................................................... 27
6.1 Traffic Analysis Methods and Assumptions ........................................................................ 27
6.2 Intersection Analysis ........................................................................................................... 28
6.3 N 2nd E Right Turn Warrant Analysis .................................................................................... 31
6.4 Moody Road Right Turn Warrant Analysis .......................................................................... 32
7 Summary and Conclusions .......................................................................................... 34
Rexburg WinCo Foods
Traffic Impact Study
SCJ Alliance Dece mber 2024 | Page ii
List of Tables
Table 1. Intersection Collision Summary - 01/01/2021 through 12/31/2023 ........................................ 12
Table 2. ITE Trip Generation Rates for Supermarket .............................................................................. 13
Table 3. AM Peak Hour Project Trip Generation ..................................................................................... 14
Table 4. PM Peak Hour Project Trip Generation ..................................................................................... 14
Table 5. Daily Peak Hour Project Trip Generation .................................................................................. 14
Table 6. Level of Service Criteria ............................................................................................................. 27
Table 7. 2024 Existing AM and PM Peak Hour Intersection Operations ................................................. 28
Table 8. 2025 Project Opening AM Peak Hour Intersection Operations ................................................ 29
Table 9. 2025 Project Opening PM Peak Hour Intersection Operations ................................................ 29
Table 10. 2030 Project Opening AM Peak Hour Intersection Operations .............................................. 30
Table 11. 2030 Project Opening PM Peak Hour Intersection Operations .............................................. 31
List of Figures
Figure 1. Site Vicinity Map ........................................................................................................................ 4
Figure 2. Preliminary Site Plan .................................................................................................................. 7
Figure 3. Intersection Channelization and Control ................................................................................... 9
Figure 4. Existing 2024 AM Peak Hour Traffic Volumes .......................................................................... 10
Figure 5. Existing 2024 PM Peak Hour Traffic Volumes .......................................................................... 11
Figure 6. AM Peak Hour Site Generated Traffic Volumes ....................................................................... 16
Figure 7. PM Peak Hour Site Generated Traffic Volumes ....................................................................... 17
Figure 8. Projected 2025 AM Peak Hour Traffic Volumes Without Project ............................................ 19
Figure 9. Projected 2025 PM Peak Hour Traffic Volumes Without Project ............................................ 20
Figure 10. Projected 2030 AM Peak Hour Traffic Volumes Without Project .......................................... 21
Figure 11. Projected 2030 PM Peak Hour Traffic Volumes Without Project .......................................... 22
Figure 12. Projected 2025 AM Peak Hour Traffic Volumes With Project. .............................................. 23
Figure 13. Projected 2025 PM Peak Hour Traffic Volumes With Project ................................................ 24
Figure 14. Projected 2030 AM Peak Hour Traffic Volumes With Project ............................................... 25
Figure 15. Projected 2030 PM Peak Hour Traffic Volumes With Project ................................................ 26
Figure 16. N 2nd E Driveway..................................................................................................................... 32
Figure 17.Moody Road Site Driveways ................................................................................................... 33
Rexburg WinCo Foods
Traffic Impact Study
SCJ Alliance Dece mber 2024 | Page iii
List of Appendices
Appendix A Traffic Count Data
Appendix B Traffic Volume Calculations
Appendix C Operational Analysis Worksheets
Rexburg WinCo Foods
Traffic Impact Study
SCJ Alliance Dece mber 2024 | Page 4
1 Introduction And Executive Summary
1.1 Purpose of the Report and Study Objectives
WinCo Foods is proposing to construct an approximate 84,000 square foot WinCo Foods store to be
located on vacant land in Rexburg, Idaho. A Traffic Scoping Analysis for the proposed project was
prepared and submitted to the City of Rexburg in September of 2024. The scoping analysis identified
potential project trip-making characteristics including trip generation and assignment, and suggested
parameters for analysis of project-related traffic impacts.
The purpose of this Traffic Impact Study (TIS) is to evaluate existing and future traffic conditions in the
vicinity of this site and to determine what, if any, potential traffic impacts might be associated with the
development of this project. This TIS will form the basis for determining the need for any traffic-related
project mitigation. It has been prepared in accordance with City of Rexburg standards and guidance as
provided in the Madison County Transportation Master Plan (2015).
1.2 Site Location and Study Area
The proposed project will be located on vacant land adjacent to an existing commercial development
along E Moody Road. The WinCo Foods project will be developed on an approximate 12.58-acre lot. It is
expected that the site will be developed in a single phase to be opened by 2025. Figure 1 illustrates the
site vicinity and the transportation network serving the project area. The study area includes following
intersections:
• N Salem Highway at US 20 SB Ramps
• N Salem Highway at US 20 NB Ramps
• N 2nd E at E Moody Road
• Idaho 33 at E Moody Road
• Site Driveways
Figure 1. Site Vicinity Map
Rexburg WinCo Foods
Traffic Impact Study
SCJ Alliance Dece mber 2024 | Page 5
1.3 Development Description
The proposed project will construct a new approximately 84,000-sf building and a 7,000-sf cross dock
facility located on vacant land, adjacent to an existing commercial development along E Moody Road.
The WinCo Foods project will be developed on a 12.58-acre lot.
Access to the overall commercial site will be provided by five driveways, two existing and three
proposed. There is one existing full access driveway provided along E Moody Road that serves existing
businesses near N 2nd. A second full access driveway is currently under construction and will serve the
proposed project as well as the in-construction strip retail building. The project proposes three
additional driveways, two right-in-right-out (RIRO) driveways along E Moody Road and one full access
driveway is along N 2nd.
1.4 Findings and Conclusions
Operational analysis has been prepared for AM and PM peak hour forecasted traffic volumes in the 2025
project opening year and in the 2030 horizon year. This analysis indicates that:
• A total of 215 new-to-network AM peak hour trips would be generated by the project, and 474
new-to-network trips during the PM peak hour.
• All intersections are expected to operate within their LOS standards in the 2025 and 2030 AM
and PM peak hours with or without the project.
• The site driveway along N 2nd E and the west site driveway along Moody Road both meet right-
turn-lane warrants.
Rexburg WinCo Foods
Traffic Impact Study
SCJ Alliance Dece mber 2024 | Page 6
2 Proposed Development
2.1 Site Development
The proposed project will construct a new approximately 84,000-sf building and a 7,000-sf cross dock
facility located on vacant land, adjacent to an existing commercial development along E Moody Road.
The WinCo Foods project will be developed on a 12.58-acre lot.
It is expected that the proposed WinCo Foods project will be developed in a single phase to be opened
in 2025. A preliminary site plan for the project presented in Figure 2.
2.2 Project Access
Access to the project will be provided by four driveways; one in-construction full access driveway along
E Moody Road across from the Walmart Driveway, two right-in-right-out (RIRO) driveways are proposed
along E Moody Road and one full access driveway is proposed along N 2nd.
2.3 Study Context
A Traffic Scoping Analysis for the proposed project was prepared and submitted to City of Rexburg in
September of 2024. The scoping analysis identified potential project trip-making characteristics
including trip generation and assignment, and suggested parameters for analysis of project-related
traffic impacts.
The analysis covered in this report focuses on existing, year of completion, and five-year horizon of the
site access drives and the following study intersections:
• N Salem Highway at US 20 SB Ramps
• N Salem Highway at US 20 NB Ramps
• N 2nd E at E Moody Road
• Idaho 33 at E Moody Road
• Site Driveways
Operational analysis has been prepared during the AM peak hour and PM peak hour for the existing
2024 and forecasted operations in the 2025 project opening year and 2030 horizon year without and
with the proposed project.
Rexburg WinCo Foods
Traffic Impact Study
SCJ Alliance Dece mber 2024 | Page 8
3 Existing Conditions
3.1 Area Land Uses
The WinCo Foods project will be located south of Moody Road and east of N 2nd E on property that is
currently vacant and zoned for community business center (CBC) and planned for commercial use. These
designations are consistent with the proposed development. Land uses in the surrounding area largely
include commercial, residential and agricultural land uses.
3.2 Roadway Inventory
3.2.1 N 2nd E
N 2nd E is a north/south principal arterial. Within the study area this roadway has two travel lanes in
each direction with a two-way-left-turn-lane (TWLTL). Within the study area, sidewalks are provided
intermittently along both sides of the road. N 2nd E has a speed limit of 45 mph.
3.2.2 Idaho 33
Idaho 33 is a north/south principal arterial. Within the study area this roadway has one travel lane in
each direction with a paved non-motorized path along the west side of the roadway. Within the study
area, Idaho 33 has a speed limit of 55 mph.
3.2.3 Moody Road
Moody Road is an east/west minor arterial providing one travel in each direction with a two-way-left-
turn-lane (TWLTL). Within the study area this roadway provides sidewalks along the north side of the
roadway and along newly developed areas along the south side. Moody Road has a posted speed limit of
35 mph.
3.2.4 US 20
US 20 is a north/south expressway providing two travel lanes in each direction. Within the study area,
US 20 has a speed limit of 70 mph.
A summary of the existing intersection channelization and control type for each of the study area
intersections is provided in Figure 3.
3.3 Existing Traffic Conditions
TC2, a transportation data collection service, provided AM and PM peak hour turning movement counts
for the study area intersections. The counts were conducted on Wednesday October 23, 2024 between
the hours of 7:00 am and 9:00 am and between 4:00 pm to 6:00 pm. Intersections counted included:
• N Salem Highway at US 20 SB Ramps
• N Salem Highway at US 20 NB Ramps
• N 2nd E at E Moody Road
• Idaho 33 at E Moody Road
Existing 2024 AM peak hour turning movement counts are shown in Figure 4 and PM peak hour in
Figure 5. The count data is included in Appendix A.
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Rexburg WinCo Foods
Traffic Impact Study
SCJ Alliance Dece mber 2024 | Page 12
3.4 Crash History
Crash data was obtained from The Idaho Transportation Department (ITD) Office of Highway Safety
website for the study area intersections The data includes all reported collisions occurring over the most
current complete three-year span which includes January 1, 2021 through December 31, 2023.
A collision frequency rate per Millions of Entering Vehicles (MEV) was calculated for the study
intersections based on the following formula:
Collision Rate = 1,000,000 X Total Collisions
365 X Number of Years X Average Daily Entering Traffic
Collision rates were calculated for each intersection experiencing crashes using average daily volumes
and the number of collisions reported per intersection. Generally crash rates above one crash per
million entering vehicles (CEMV) are considered a possible safety concern and warrant further analysis
and possible mitigation. None of the study intersections have an existing crate rate above this threshold.
Collision data for the study intersections has been summarized in Table 1.
Table 1. Intersection Collision Summary - 01/01/2021 through 12/31/2023
Intersection
Total
Reported
Collisions
Total
Fatal/
Serious
Total
Injuries
Average
Collisions
per Year
Average Daily
Entering
Traffic
Collisions
per MEV
N Salem Highway at US 20 SB
Ramps 13 0 6 4.3 14,300 0.498
N Salem Highway at US 20 NB
Ramps 21 0 5 7.0 19,120 0.602
N 2nd E at E Moody Road 23 1 12 7.7 22,180 0.568
Idaho 33 at E Moody Road 9 0 4 3.0 7,870 0.627
Rexburg WinCo Foods
Traffic Impact Study
SCJ Alliance Dece mber 2024 | Page 13
4 P roject Traffic Characteristics
The project-related characteristics having the most effect on area traffic conditions are peak hour trip
generation and the directional distribution of traffic volumes on the surrounding roadway network.
4.1 Site -Generated Traffic Volumes
Vehicle trip generation for the WinCo Foods store was estimated using the rates contained in the 11th
edition of the Trip Generation Manual published by the Institute of Transportation Engineers (ITE). For
the proposed WinCo Foods, the land-use category “Supermarket” (land-use code 850) was used. For this
analysis, the “fitted-curve” equation was used when available to estimate trips in preference to using
the average trip rate as this approach was recommended by ITE.
Internal Capture
Internal capture calculations were prepared to reflect the on-site interaction between the existing uses
(drive-through restaurant, credit union, and urgent care center) and the proposed project. It is assumed
that 10% of the project trips will occur from the existing uses during the AM peak hour and 7% during
the PM peak hour.
Pass-By
It is anticipated that this project will attract some traffic from people already driving on the area
roadways. These trips are not new trips added to the local roadways (primary trips) but represent
“pass-by” trips according to the following definition:
Pass-by trips: Pass-by trips are trips made as an intermediate stop from an origin to a
primary destination (i.e., stopping to shop on the way home from work) by vehicles passing
directly by the project driveway.
The pass-by percentage for Supermarket during the PM peak hour is 24%, which was taken from
the 11th edition of the Trip Generation Manual by ITE. The pass-by trips were assigned to N 2nd E
4.1.1 Trip Generation Rates
The trip generation rates used for the Supermarket land use category are shown in Table 1.
Table 2. ITE Trip Generation Rates for Supermarket
Peak Period Unit Trip Rate Internal
Capture % Pass-By % Enter % Exit %
AM peak hour of Adjacent Street 1,000 sq ft 2.86 10% N/A 59% 41%
PM peak hour of Adjacent Street 1,000 sq ft 7.991 7% 24% 50% 50%
Daily 1,000 sq ft 89.811 7% 24% 50% 50%
1. Fitted Curve Equation was used
In addition to the trips generated by the WinCo Foods store, the cross-dock facility proposed on site will
generate additional trips. This proposed use is not easily applicable to a land use category provided in
the ITE Trip Generation Manual; however, WinCo has identified that 7-8 trucks will utilize this facility
Rexburg WinCo Foods
Traffic Impact Study
SCJ Alliance Dece mber 2024 | Page 14
each day, which equates to 14-16 daily truck trips. For this study one truck (two trips) is assumed to
occur during each peak hour.
4.1.2 Estimated Trip Generation
The total trip generation expected from this project is calculated by applying the unit measure for the
land use category to the appropriate trip generation rate. The trip generation for the proposed WinCo
Foods project is shown in Tables 3 - 5 below.
Table 3. AM Peak Hour Project Trip Generation
Peak Period Size
Total
Trips
Internal
Capture
Pass-By
Trips
New-to-Network Trips
Enter Exit Total
WinCo Foods Store 84.0 240 25 0 127 88 215
Cross Dock - 2 0 0 1 1 2
Total Trips - 242 25 0 128 89 217
Table 4. PM Peak Hour Project Trip Generation
Peak Period Size
Total
Trips
Internal
Capture
Pass-By
Trips
New-to-Network Trips
Enter Exit Total
WinCo Foods Store 84.0 671 47 150 237 237 474
Cross Dock - 2 0 0 1 1 2
Total Trips - 673 47 150 238 238 476
Table 5. Daily Peak Hour Project Trip Generation
Peak Period Size
Total
Trips
Internal
Capture
Pass-By
Trips
New-to-Network Trips
Enter Exit Total
WinCo Foods Store 84.0 7,544 528 1,684 2,666 2,666 5,332
Cross Dock - 16 0 0 8 8 16
Total Trips - 7,560 528 1,684 2,674 2,674 5,348
4.2 Site Traffic Distribution and Assignment
For this study, the regional distribution of traffic to and from the proposed project was estimated based
on locations and densities of the existing residential neighborhoods and employment areas. The regional
traffic distribution percentages were provided in the traffic scoping materials and approved by city staff.
Traffic assignments were also presented in the scoping materials, based on an initial assessment of
which driveways would be used. These driveway assignments have been modified based on the
Rexburg WinCo Foods
Traffic Impact Study
SCJ Alliance Dece mber 2024 | Page 15
operational performance of the driveways, such that all of the site driveways would achieve an
acceptable level of service.
The regional traffic distribution percentages and site traffic assignment for the proposed development
are shown in Figure 6 for the AM peak hour and Figure 7 for the PM peak hour.
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s
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r
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b
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t
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o
n
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e
r
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e
n
t
a
g
e
XX
Pr
i
m
a
r
y
T
r
a
f
f
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c
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l
u
m
e
s
25
%
20
%
3)
N
2
n
d
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a
t
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M
o
o
d
y
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o
a
d
4)
I
d
a
h
o
3
3
a
t
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M
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y
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d
10
%
6
4
10
%
30
%
5)
S
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t
e
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r
w
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a
t
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M
o
o
d
y
R
d
6)
S
i
t
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r
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t
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M
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o
d
y
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d
8)
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i
t
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r
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a
t
N
2
n
d
E
7)
S
i
t
e
D
r
w
y
a
t
E
M
o
o
d
y
R
d
5%
13
9
16
45
35 1
19
12 2
13
13
9
6
19
8 22
19
6
54
0
24 43
16
32
26
22
38
41
67
25
0
516
13
16
2 3
5
8
7
1
4
6
Id
a
h
o
3
3
N 2nd E
E
M
o
o
d
y
R
d
N Salem Hwy
US
2
0
N
W
i
n
C
o
F
o
o
d
s
Re
x
b
u
r
g
,
I
d
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f
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u
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y
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t
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g
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r
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7
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P
e
a
k
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e
n
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d
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t
b
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u
n
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T
o
t
a
l
23
7
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3
7
4
7
4
Pa
s
s
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B
y
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b
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2
62
4
1)
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S
a
l
e
m
H
w
y
a
t
US
2
0
S
B
R
a
m
p
s
2)
N
S
a
l
e
m
H
w
y
a
t
US
2
0
N
B
R
a
m
p
s
Le
g
e
n
d
XX
%
Pr
i
m
a
r
y
T
r
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p
D
i
s
t
r
i
b
u
t
i
o
n
P
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e
n
t
a
g
e
(X
X
)
Pa
s
s
-
B
y
T
r
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f
f
i
c
V
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l
u
m
e
s
(X
X
%
)
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s
s
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t
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n
t
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g
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XX
Pr
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m
a
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s
25
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20
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3)
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2
n
d
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a
t
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M
o
o
d
y
R
o
a
d
4)
I
d
a
h
o
3
3
a
t
E
M
o
o
d
y
R
d
10
%
12
12
10
%
30
%
5)
S
i
t
e
D
r
w
y
a
t
E
M
o
o
d
y
R
d
6)
S
i
t
e
D
r
w
y
a
t
E
M
o
o
d
y
R
d
8)
S
i
t
e
D
r
w
y
a
t
N
2
n
d
E
7)
S
i
t
e
D
r
w
y
a
t
E
M
o
o
d
y
R
d
5%
24
24
124
120
83
95 1
(50%)
(50%)
36
35 5
24
24
17
36
23 49
36
18
(38) 81
0
54
7
0
30
59
71
59
71
34 47
(
1
3
)
(37) 47
30 (38)
(-37) 0
0
(
2
5
)
12
0
(
3
7
)
47 (-25)
2 3
5
8
7
1
4
6
Id
a
h
o
3
3
N 2nd E
E
M
o
o
d
y
R
d
N Salem Hwy
US
2
0
N
Rexburg WinCo Foods
Traffic Impact Study
SCJ Alliance Dece mber 2024 | Page 18
5 Background Conditions
5.1 Roadway Network Improvements
The City of Rexburg 5-year Capital Improvement Plan was reviewed for planned roadway improvements
within the study area. No roadway projects were identified.
5.2 Future Traffic Volumes
Traffic volume forecasts were prepared for weekday AM and PM peak hour conditions for the 2025
opening year and the 2030 five year planning horizon. The future traffic volume forecast includes non-
specific background traffic growth, pipeline development traffic and estimated traffic generated by the
proposed WinCo Foods project.
Future year non-project related traffic volumes were estimated based on a background traffic growth
rate of 3%, which was provided from a recently approved TIS located within the study area.
In addition to the background growth accounted two pipeline development projects have been
identified near the study area and have been included in the forecast:
• Strip Retail. This project is located withing the same commercial center as the proposed WinCo
Foods project along Moody Road. This project includes constructing 12,00-sqft of retail space.
• Teton River Temple. This project is located north of the project site along N 2nd E, just south of
US 20.
These volumes were added to the baseline traffic volumes to estimate the 2025 and 2030 AM and PM
peak hour conditions. Traffic volumes without WinCo Foods are shown in Figures 8 - 11. Traffic volumes
including WinCo Foods are shown in Figures 12 -15.
The traffic volume calculations for the study intersections are included in Appendix B.
W
i
n
C
o
F
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o
d
s
Re
x
b
u
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g
,
I
d
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y
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t
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Fi
g
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8
Pr
o
j
e
c
t
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d
2
0
2
5
A
M
P
e
a
k
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V
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t
1)
N
S
a
l
e
m
H
w
y
a
t
US
2
0
S
B
R
a
m
p
s
2)
N
S
a
l
e
m
H
w
y
a
t
US
2
0
N
B
R
a
m
p
s
3)
N
2
n
d
E
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t
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M
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d
y
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a
d
4)
I
d
a
h
o
3
3
a
t
E
M
o
o
d
y
R
d
545
280
395
195
170
2010
5
2
0
1
0
1
0
125
430
55
11
5
845
25
105
605
1
5
3
0
3
0
25
110
45
35
205
60
0
035 29
5
105
3
5
0
5
8
5
805
35
2 31
4
Le
g
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n
d
Pe
a
k
H
o
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r
T
r
a
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V
o
l
u
m
e
XX
X
Id
a
h
o
3
3
N 2nd E
E
M
o
o
d
y
R
d
N Salem Hwy
US
2
0
N
W
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n
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d
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b
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5
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m
H
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t
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0
S
B
R
a
m
p
s
2)
N
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a
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m
H
w
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t
US
2
0
N
B
R
a
m
p
s
3)
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2
n
d
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a
t
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o
d
y
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a
d
4)
I
d
a
h
o
3
3
a
t
E
M
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d
y
R
d
375
475
755
380
355
2013
5
3
5
1
5
3
0
405
770
40
31
0
615
30
105
605
7
0
6
0
7
0
40
195
65
30
180
80
0
525 26
0
70
3
0
0
0
1
0
0
595
35
2 31
4
Le
g
e
n
d
Pe
a
k
H
o
u
r
T
r
a
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V
o
l
u
m
e
XX
X
Id
a
h
o
3
3
N 2nd E
E
M
o
o
d
y
R
d
N Salem Hwy
US
2
0
N
W
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n
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o
F
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d
s
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b
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0
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3
0
A
M
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e
a
k
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a
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V
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s
W
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t
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t
1)
N
S
a
l
e
m
H
w
y
a
t
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2
0
S
B
R
a
m
p
s
2)
N
S
a
l
e
m
H
w
y
a
t
US
2
0
N
B
R
a
m
p
s
3)
N
2
n
d
E
a
t
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M
o
o
d
y
R
o
a
d
4)
I
d
a
h
o
3
3
a
t
E
M
o
o
d
y
R
d
620
320
450
225
190
2011
5
2
0
1
0
1
5
145
490
55
13
0
965
30
115
705
2
0
3
0
3
0
30
125
50
40
235
70
0
040 32
5
120
3
9
5
5
9
5
910
40
2 31
4
Le
g
e
n
d
Pe
a
k
H
o
u
r
T
r
a
ffic
V
o
l
u
m
e
XX
X
Id
a
h
o
3
3
N 2nd E
E
M
o
o
d
y
R
d
N Salem Hwy
US
2
0
N
W
i
n
C
o
F
o
o
d
s
Re
x
b
u
r
g
,
I
d
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f
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e
c
t
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d
2
0
3
0
P
M
P
e
a
k
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a
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V
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e
s
W
i
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t
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r
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e
c
t
1)
N
S
a
l
e
m
H
w
y
a
t
US
2
0
S
B
R
a
m
p
s
2)
N
S
a
l
e
m
H
w
y
a
t
US
2
0
N
B
R
a
m
p
s
3)
N
2
n
d
E
a
t
E
M
o
o
d
y
R
o
a
d
4)
I
d
a
h
o
3
3
a
t
E
M
o
o
d
y
R
d
425
540
855
435
400
2515
0
3
5
1
5
3
0
460
880
40
35
5
705
35
115
655
8
5
6
5
8
0
45
225
70
35
205
90
0
530 29
0
80
3
4
0
0
1
1
5
675
40
2 31
4
Le
g
e
n
d
Pe
a
k
H
o
u
r
T
r
a
ffic
V
o
l
u
m
e
XX
X
Id
a
h
o
3
3
N 2nd E
E
M
o
o
d
y
R
d
N Salem Hwy
US
2
0
N
W
i
n
C
o
F
o
o
d
s
Re
x
b
u
r
g
,
I
d
a
h
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Tr
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f
f
i
c
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g
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e
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o
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e
c
t
e
d
2
0
2
5
A
M
P
e
a
k
H
o
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Tr
a
ffic
V
o
l
u
m
e
s
W
i
t
h
P
r
o
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e
c
t
1)
N
S
a
l
e
m
H
w
y
a
t
US
2
0
S
B
R
a
m
p
s
2)
N
S
a
l
e
m
H
w
y
a
t
US
2
0
N
B
R
a
m
p
s
3)
N
2
n
d
E
a
t
E
M
o
o
d
y
R
o
a
d
4)
I
d
a
h
o
3
3
a
t
E
M
o
o
d
y
R
d
560
290
430
225
190
2014
5
2
0
1
0
1
0
125
445
55
12
5
860
25
175
655
1
5
3
5
4
0
25
110
45
35
205
75
0
035 32
5
105
3
8
5
5
8
5
850
35
5)
S
i
t
e
D
r
w
y
a
t
E
M
o
o
d
y
R
d
6)
S
i
t
e
D
r
w
y
a
t
E
M
o
o
d
y
R
d
8)
S
i
t
e
D
r
w
y
a
t
N
2
n
d
E
7)
S
i
t
e
D
r
w
y
a
t
E
M
o
o
d
y
R
d
25
610
5
19
0
85 5
15
970
5
19
0
80 20
15
5
15
5
5
8
5
2
0
10
0
65
20
0
15
10
5
15
2 3
5
8
7
1
4
6
Le
g
e
n
d
Pe
a
k
H
o
u
r
T
r
a
ffic
V
o
l
u
m
e
XX
X
Id
a
h
o
3
3
N 2nd E
E
M
o
o
d
y
R
d
N Salem Hwy
US
2
0
N
W
i
n
C
o
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o
o
d
s
Re
x
b
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g
,
I
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a
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2
5
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M
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k
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Tr
a
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V
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l
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m
e
s
W
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t
h
P
r
o
j
e
c
t
1)
N
S
a
l
e
m
H
w
y
a
t
US
2
0
S
B
R
a
m
p
s
2)
N
S
a
l
e
m
H
w
y
a
t
US
2
0
N
B
R
a
m
p
s
3)
N
2
n
d
E
a
t
E
M
o
o
d
y
R
o
a
d
4)
I
d
a
h
o
3
3
a
t
E
M
o
o
d
y
R
d
395
495
850
455
415
2017
0
3
5
1
5
3
0
405
890
40
37
0
645
30
230
705
7
0
7
0
9
5
40
195
65
30
180
100
0
525 32
0
70
3
7
5
0
1
0
0
680
35
5)
S
i
t
e
D
r
w
y
a
t
E
M
o
o
d
y
R
d
6)
S
i
t
e
D
r
w
y
a
t
E
M
o
o
d
y
R
d
8)
S
i
t
e
D
r
w
y
a
t
N
2
n
d
E
7)
S
i
t
e
D
r
w
y
a
t
E
M
o
o
d
y
R
d
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Rexburg WinCo Foods
Traffic Impact Study
SCJ Alliance Dece mber 2024 | Page 27
6 Traffic Operations Analysis
Traffic analyses were conducted to identify any deficiencies within the study area for the weekday AM
or PM peak hour in the 2025 project opening year and 2030 five-year analysis period.
6.1 Traffic Analysis Methods and Assumptions
6.1.1 Methods and Assumptions
The acknowledged source for determining overall capacity for arterial segments and independent
intersections is the current edition of the Highway Capacity Manual (HCM) published by the
Transportation Research Board (TRB). Intersection analysis was performed using the Synchro software
package (version 12). This software implements the methods of the 7th Edition HCM. For signalized
operations, the Level of Service (LOS) and individual volume/capacity (V/C) ratios are reported using the
7th Edition HCM. For unsignalized intersections all movements are reported. For the future year analysis
scenarios, signal timings were optimized to account for changes in the traffic volumes.
6.1.2 Mobility Standards
LOS is a qualitative term describing operating conditions a driver will experience while traveling on a
street or highway during a specific time interval. LOS ranges from A (very little delay) to F (long delays
and congestion).
For signalized intersections, the overall LOS grade represents the weighted average vehicular delay (in
seconds) of all movements at the intersection. For intersections under minor street stop-sign control,
the LOS of the most difficult movement (typically the minor street left turn) is used to represent the
intersection’s performance. The LOS/delay criteria for stop sign-controlled intersections are different
than for signalized intersections because driver expectation is that a signalized intersection is designed
to carry higher traffic volumes and experience greater delay. Table 6 shows the Level of Service criteria
for stop-controlled intersections and signalized intersections.
The Madison County Transportation Master Plan (2015) identifies LOS D as the accepted minimum
standard for the study area intersections.
Table 6. Level of Service Criteria
Level of
Service
Stop-Controlled Intersection Average
Control Delay (seconds/vehicle)
Traffic Signal Intersection Average
Control Delay (seconds/vehicle)
A ≤ 10 ≤ 10
B > 10-15 > 10-20
C > 15-25 > 20-35
D > 25-35 > 35-55
E > 35-50 > 55-80
F > 50 > 80
Rexburg WinCo Foods
Traffic Impact Study
SCJ Alliance Dece mber 2024 | Page 28
6.2 Intersection Analysis
Intersection operations analysis was conducted for the following scenarios:
• Existing 2024 traffic volumes
• Projected background traffic volumes without the WinCo Foods project for 2025 and 2030
• Projected traffic volumes with the WinCo Foods project for 2025 and 2030.
Detailed traffic operations analysis worksheets are included in Appendix C.
6.2.1 2024 Intersection Operations Analysis
Table 7 presents a summary of traffic operations analysis results for study intersections in the 2024 base
year AM and PM peak hours. These results are based on the traffic volumes collected in October of 2024
as previously described. As indicated in the table, all study area intersections are currently operating
within their proscribed mobility standard of LOS D.
Table 7. 2024 Existing AM and PM Peak Hour Intersection Operations
1. Two-way Stop Control
2. Worst movement
6.2.2 2025 Year of Opening Intersection Operations Analysis
Table 8 summarizes traffic operations analysis results for 2025 AM peak hour traffic conditions with and
without the proposed WinCo Foods project. As discussed in section 4, the project trip assignments were
modified from the original scoping materials to account for the intersection analysis results, balancing
the volumes across the different site driveways to achieve acceptable performance. This reflects the
typical behavior of drivers as they would be expected to select a driveway for entering and exiting that
presents a reasonable, and not excessive, amount of vehicle congestion and delay.
As indicated in the table, all intersections are expected to operate within their applicable LOS D standard
without and with project traffic. Project site driveways are all expected to operate at LOS C or better.
Traffic
Control
Mobility
Standard
AM Peak Hour PM Peak Hour
No Intersection V/C Delay LOS V/C Delay LOS
1 N Salem Highway at US 20 SB
Ramps Signal LOS D 0.812 13.0 B 0.752 10.8 B
2 N Salem Highway at US 20 NB
Ramps Signal LOS D 0.782 10.2 B 0.772 7.6 A
3 N 2nd E at E Moody Road Signal LOS D 0.602 10.6 B 0.762 15.5 B
4 Idaho 33 at E Moody Road TWSC1 LOS D 0.252 16.0 C 0.232 17.2 C
Rexburg WinCo Foods
Traffic Impact Study
SCJ Alliance Dece mber 2024 | Page 29
Table 8. 2025 Project Opening AM Peak Hour Intersection Operations
1. Two-way Stop Control
2. Worst movement
Table 9 presents a summary of traffic operations analysis results for 2025 PM peak hour traffic
conditions with and without the proposed project. As indicated in the table, all intersections are
expected to operate within their applicable LOS D standard with or without project traffic. Project site
driveways are all expected to operate at LOS D or better.
Table 9. 2025 Project Opening PM Peak Hour Intersection Operations
1. Two-way Stop Control
2. Worst movement
Traffic
Control
Mobility
Standard
Without Project With Project
No Intersection V/C Delay LOS V/C Delay LOS
1 N Salem Highway at US 20 SB
Ramps Signal LOS D 0.852 17.3 B 0.872 21.0 C
2 N Salem Highway at US 20 NB
Ramps Signal LOS D 0.822 11.6 B 0.852 14.3 B
3 N 2nd E at E Moody Road Signal LOS D 0.662 12.9 B 0.652 12.2 B
4 Idaho 33 at E Moody Road TWSC1 LOS D 0.242 15.5 C 0.262 15.9 C
5 West Site Driveway at E Moody
Road TWSC1 LOS D - - - 0.132 12.5 B
6 Center Site Driveway at E Moody
Road TWSC1 LOS D - - - 0.012 8.8 A
7 East Site Driveway at E Moody
Road TWSC1 LOS D - - - 0.012 8.8 A
8 Site Driveway at N 2nd E TWSC1 LOS D - - - 0.032 17.2 C
Traffic
Control
Mobility
Standard
Without Project With Project
No Intersection V/C Delay LOS V/C Delay LOS
1 N Salem Highway at US 20 SB
Ramps Signal LOS D 0.792 13.0 B 0.862 18.4 B
2 N Salem Highway at US 20 NB
Ramps Signal LOS D 0.782 7.9 A 0.872 13.2 B
3 N 2nd E at E Moody Road Signal LOS D 0.792 17.8 B 0.832 25.7 C
4 Idaho 33 at E Moody Road TWSC1 LOS D 0.282 19.3 C 0.332 22.4 C
5 West Site Driveway at E Moody
Road TWSC1 LOS D - - - 0.422 23.1 C
6 Center Site Driveway at E Moody
Road TWSC1 LOS D - - - 0.022 9.8 A
7 East Site Driveway at E Moody
Road TWSC1 LOS D - - - 0.012 9.7 A
8 Site Driveway at N 2nd E TWSC1 LOS D - - - 0.432 27.9 D
Rexburg WinCo Foods
Traffic Impact Study
SCJ Alliance Dece mber 2024 | Page 30
6.2.3 2030 Year of Opening Intersection Operations Analysis
Table 10 summarizes traffic operations analysis results for 2030 AM peak hour traffic conditions with
and without the proposed WinCo Foods project. As indicated in the table, all intersections are expected
to operate within their applicable LOS D standard without and with project traffic. Project site driveways
are all expected to operate at LOS C or better.
Table 10. 2030 Project Opening AM Peak Hour Intersection Operations
1. Two-way Stop Control
2. Worst movement
Table 11 presents a summary of traffic operations analysis results for 2030 PM peak hour traffic
conditions with and without the proposed project. As indicated in the table, all intersections are
expected to operate within their applicable LOS D standard with or without project traffic. Project site
driveways are all expected to operate at LOS D or better.
Traffic
Control
Mobility
Standard
Without Project With Project
No Intersection V/C Delay LOS V/C Delay LOS
1 N Salem Highway at US 20 SB
Ramps Signal LOS D 0.912 25.7 C 0.942 34.4 C
2 N Salem Highway at US 20 NB
Ramps Signal LOS D 0.892 18.2 B 0.942 26.0 C
3 N 2nd E at E Moody Road Signal LOS D 0.692 12.4 B 0.702 13.0 B
4 Idaho 33 at E Moody Road TWSC1 LOS D 0.312 17.8 C 0.142 18.5 C
5 West Site Driveway at E Moody
Road TWSC1 LOS D - - - 0.142 12.9 B
6 Center Site Driveway at E Moody
Road TWSC1 LOS D - - - 0.012 8.8 A
7 East Site Driveway at E Moody
Road TWSC1 LOS D - - - 0.012 8.8 A
8 Site Driveway at N 2nd E TWSC1 LOS D - - - 0.032 18.9 C
Rexburg WinCo Foods
Traffic Impact Study
SCJ Alliance Dece mber 2024 | Page 31
Table 11. 2030 Project Opening PM Peak Hour Intersection Operations
1. Two-way Stop Control
2. Worst movement
6.3 N 2nd E Right Turn Warrant Analysis
A right-turn lane warrant analysis was conducted for the site driveway on N 2nd E. Since the PM peak
hour has higher volumes for N 2nd E and the proposed WinCo Foods, the PM peak hour was used to
evaluate the right turn lane warrants. Exhibit 3B-1 from the Traffic Manual: Idaho Supplementary
Guidance to the MUTCD was used for the warrant analysis and is provided in Figure 16.
Traffic
Control
Mobility
Standard
Without Project With Project
No Intersection V/C Delay LOS V/C Delay LOS
1 N Salem Highway at US 20 SB
Ramps Signal LOS D 0.852 17.2 B 0.942 33.1 C
2 N Salem Highway at US 20 NB
Ramps Signal LOS D 0.862 11.9 B 0.952 21.6 C
3 N 2nd E at E Moody Road Signal LOS D 0.94 23.9 C 0.962 39.9 D
4 Idaho 33 at E Moody Road TWSC1 LOS D 0.352 23.7 C 0.442 30.2 D
5 West Site Driveway at E Moody
Road TWSC1 LOS D - - - 0.462 26.4 D
6 Center Site Driveway at E Moody
Road TWSC1 LOS D - - - 0.022 10.0 B
7 East Site Driveway at E Moody
Road TWSC1 LOS D - - - 0.012 9.8 A
8 Site Driveway at N 2nd E TWSC1 LOS D - - - 0.502 34.4 D
Rexburg WinCo Foods
Traffic Impact Study
SCJ Alliance Dece mber 2024 | Page 32
Figure 16. N 2nd E Driveway
Right Turn Lane Warrant Analysis – PM Peak Hour
As shown in Figure 16, the driveway is projected to meet the warrant for a right turn lane. No left turn
warrant analysis was conducted due to presence of continuous two way left turn lane along N 2nd E.
6.4 Moody Road Right Turn Warrant Analysis
A right-turn lane warrant analysis was conducted for the site driveways on Moody Road. Since the PM
peak hour has higher volumes for Moody Road and the proposed WinCo Foods, the PM peak hour was
used to evaluate the right turn lane warrants. Exhibit 3B-1 from the Traffic Manual: Idaho
Supplementary Guidance to the MUTCD was used for the warrant analysis and is provided in Figure 17.
Rexburg WinCo Foods
Traffic Impact Study
SCJ Alliance Dece mber 2024 | Page 33
Figure 17.Moody Road Site Driveways
Right Turn Lane Warrant Analysis – PM Peak Hour
As shown in Figure 17, the west driveway is projected to meet the warrant for a right turn lane, while
the middle and east driveways do not. No left turn warrant analysis was conducted due to presence of
continuous two way left turn lane along Moody Road.
Rexburg WinCo Foods
Traffic Impact Study
SCJ Alliance Dece mber 2024 | Page 34
7 Summary and Conclusions
WinCo Foods is proposing to construct an approximate 84,000 square foot WinCo Foods store to be
located on vacant land in Rexburg, Idaho new approximately 84,000-sf building and a 7,000-sf cross dock
facility located on vacant land, adjacent to an existing commercial development along E Moody Road.
Access to the project will be provided by four driveways; one in-construction full access driveway is
provided along E Moody Road across from the Walmart Driveway, two right-in-right-out (RIRO)
driveways are proposed along E Moody Road and one full access driveway is proposed along N 2nd.
Operational analysis has been prepared for AM and PM peak hour forecasted traffic volumes in the 2025
project opening year and in the 2030 horizon year. This analysis indicates that:
• A total of 215 new-to-network AM peak hour trips would be generated by the project, and 474
new-to-network trips during the PM peak hour.
• All intersections are expected to operate within their LOS standards in the 2025 and 2030 AM
and PM peak hours with or without the project.
• The site driveway along N 2nd E and the west site driveway along Moody Rd both meet right-
turn-lane warrants.
Appendix A
Traffic Counts
Prepared for: SCJ Alliance
Traffic Count Consultants, Inc.
Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com
WBE/DBE
Intersection:N Salem Highway & US-20 SB Ramps Date of Count:Wed 10/23/2024
Location:Rexburg, Idaho Checked By:Jen
Time From North on (SB)From South on (NB)From East on (WB)From West on (EB)Interval
Interval N Salem Hwy N Salem Hwy US-20 SB Off Ramp US-20 SB On Ramp Total
Ending at T L S R T L S R T L S R T L S R
7:15 A 0 0 50 16 3 45 42 0 0 12 0 1 0 0 0 0 166
7:30 A 5 0 69 22 2 41 42 0 0 40 1 4 0 0 0 0 219
7:45 A 1 0 85 21 2 33 43 0 3 52 1 7 0 0 0 0 242
8:00 A 4 0 147 25 6 44 59 0 0 74 0 11 0 0 0 0 360
8:15 A 0 0 132 31 8 52 71 0 2 48 0 10 0 0 0 0 344
8:30 A 4 0 125 30 2 49 74 0 1 51 0 6 0 0 0 0 335
8:45 A 1 0 104 15 8 37 60 0 6 47 0 9 0 0 0 0 272
9:00 A 3 0 90 9 1 32 49 0 2 53 0 4 0 0 0 0 237
9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total
Survey 18 0 802 169 32 333 440 0 14 377 2 52 0 0 0 0 2175
Peak Hour: 7:45 AM to 8:45 AM
Total 9 0 508 101 24 182 264 0 9 220 0 36 0 0 0 0 1311
Approach 609 446 256 0 1311
%HV 1.5%5.4%3.5%n/a 3.2%
PHF 0.89 0.91 0.75 n/a 0.91
N Salem Hwy
909
609 300
0 Bike
US-20 SB On Ramp 101 508 0 0 Ped US-20 SB Off Ramp
36
283 Ped 0 0 256
Bike 0 220 256
283 0 0 Bike
0 0 7:45 AM to 8:45 AM 0 Ped 0
0
PEDs
Across:N S E W Ped 0 182 264 0 1440 1.0 PHF Peak Hour Volume
INT 01 0 Bike 0 PHF %HV
INT 02 0 EB n/a n/a
INT 03 0 728 446 Check WB 0.75 3.5%
INT 04 0 In:1311 NB 0.91 5.4%
INT 05 0 1174 Out:1311 SB 0.89 1.5%
INT 06 0 N Salem Hwy T Int.0.91 3.2%
INT 07 0 Bicycles From: N S E W Conditions:
INT 08 0 INT 01 0
INT 09 0 INT 02 0
INT 10 0 INT 03 0
INT 11 0 INT 04 0
INT 12 0 INT 05 0
0 0 0 0 0 INT 06 0
Special Notes INT 07 0
INT 08 0
INT 09 0
INT 10 0
INT 11 0
INT 12 0
0 0 0 0 0
SCJ24086M_01A
Prepared for: SCJ Alliance
Traffic Count Consultants, Inc.
Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com
WBE/DBE
Intersection:N Salem Highway & US-20 NB Ramps Date of Count:Wed 10/23/2024
Location:Rexburg, Idaho Checked By:Jen
Time From North on (SB)From South on (NB)From East on (WB)From West on (EB)Interval
Interval N Salem Hwy N Salem Hwy US-20 NB On Ramp US-20 NB Off Ramp Total
Ending at T L S R T L S R T L S R T L S R
7:15 A 0 6 56 0 8 0 76 38 0 0 0 0 0 11 1 32 220
7:30 A 3 10 99 0 4 0 72 24 0 0 0 0 1 11 0 43 259
7:45 A 0 10 127 0 4 0 57 48 0 0 0 0 1 19 0 59 320
8:00 A 2 14 207 0 5 0 85 49 0 0 0 0 7 18 0 112 485
8:15 A 2 7 173 0 8 0 100 40 0 0 0 0 4 23 2 69 414
8:30 A 7 9 167 0 1 0 101 17 0 0 0 0 4 22 0 67 383
8:45 A 4 4 147 0 6 0 78 36 0 0 0 0 4 19 0 66 350
9:00 A 3 5 138 0 3 0 68 31 0 0 0 0 6 13 0 71 326
9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total
Survey 21 65 1114 0 39 0 637 283 0 0 0 0 27 136 3 519 2757
Peak Hour: 7:45 AM to 8:45 AM
Total 15 34 694 0 20 0 364 142 0 0 0 0 19 82 2 314 1632
Approach 728 506 0 398 1632
%HV 2.1%4.0%n/a 4.8%3.3%
PHF 0.82 0.90 n/a 0.77 0.84
N Salem Hwy
1174
728 446
0 Bike
US-20 NB Off Ramp 0 694 34 0 Ped US-20 NB On Ramp
0
0 Ped 0 0 0
Bike 0 0 178
398 82 0 Bike
398 2 7:45 AM to 8:45 AM 0 Ped 178
314
PEDs
Across:N S E W Ped 0 0 364 142 1940 1.0 PHF Peak Hour Volume
INT 01 0 Bike 0 PHF %HV
INT 02 0 EB 0.77 4.8%
INT 03 0 1008 506 Check WB n/a n/a
INT 04 0 In:1632 NB 0.90 4.0%
INT 05 0 1514 Out:1632 SB 0.82 2.1%
INT 06 0 N Salem Hwy T Int.0.84 3.3%
INT 07 0 Bicycles From: N S E W Conditions:
INT 08 0 INT 01 0
INT 09 0 INT 02 0
INT 10 0 INT 03 0
INT 11 0 INT 04 0
INT 12 0 INT 05 0
0 0 0 0 0 INT 06 0
Special Notes INT 07 0
INT 08 0
INT 09 0
INT 10 0
INT 11 0
INT 12 0
0 0 0 0 0
SCJ24086M_02A
Prepared for: SCJ Alliance
Traffic Count Consultants, Inc.
Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com
WBE/DBE
Intersection:N 2nd St & E Moody Rd Date of Count:Wed 10/23/2024
Location:Rexburg, Idaho Checked By:Jen
Time From North on (SB)From South on (NB)From East on (WB)From West on (EB)Interval
Interval 2nd St E 2nd St E E Moody Rd E Moody Rd Total
Ending at T L S R T L S R T L S R T L S R
7:15 A 1 8 67 0 4 0 92 9 1 17 0 24 0 1 0 0 218
7:30 A 3 6 125 3 3 2 67 14 1 8 0 20 0 1 0 0 246
7:45 A 1 10 154 0 3 0 81 19 0 17 1 20 0 1 0 0 303
8:00 A 6 27 226 0 5 2 101 17 1 27 0 21 0 2 1 1 425
8:15 A 2 10 230 2 5 2 96 27 2 25 1 31 0 0 0 1 425
8:30 A 6 21 177 1 2 1 94 31 1 25 2 20 0 2 1 0 375
8:45 A 5 15 176 3 7 1 95 44 1 32 2 17 0 1 0 1 387
9:00 A 8 10 190 3 2 0 66 32 1 23 2 9 0 3 1 0 339
9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total
Survey 32 107 1345 12 31 8 692 193 8 174 8 162 0 11 3 3 2718
Peak Hour: 7:45 AM to 8:45 AM
Total 19 73 809 6 19 6 386 119 5 109 5 89 0 5 2 3 1612
Approach 888 511 203 10 1612
%HV 2.1%3.7%2.5%n/a 2.7%
PHF 0.88 0.91 0.89 0.63 0.95
2nd St E
1368
888 480
0 Bike
E Moody Rd 6 809 73 0 Ped E Moody Rd
89
17 Ped 0 5 203
Bike 0 109 397
27 5 0 Bike
10 2 7:45 AM to 8:45 AM 0 Ped 194
3
PEDs
Across:N S E W Ped 0 6 386 119 1700 1.0 PHF Peak Hour Volume
INT 01 0 Bike 0 PHF %HV
INT 02 0 EB 0.63 n/a
INT 03 0 921 511 Check WB 0.89 2.5%
INT 04 0 In:1612 NB 0.91 3.7%
INT 05 0 1432 Out:1612 SB 0.88 2.1%
INT 06 0 2nd St E T Int.0.95 2.7%
INT 07 0 Bicycles From: N S E W Conditions:
INT 08 0 INT 01 0
INT 09 0 INT 02 0
INT 10 0 INT 03 0
INT 11 0 INT 04 0
INT 12 0 INT 05 0
0 0 0 0 0 INT 06 0
Special Notes INT 07 0
INT 08 0
INT 09 0
INT 10 0
INT 11 0
INT 12 0
0 0 0 0 0
SCJ24086M_03A
Prepared for: SCJ Alliance
Traffic Count Consultants, Inc.
Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com
WBE/DBE
Intersection:Idaho 33 & E Moody Rd Date of Count:Wed 10/23/2024
Location:Rexburg, Idaho Checked By:Jen
Time From North on (SB)From South on (NB)From East on (WB)From West on (EB)Interval
Interval Idaho 33 Idaho 33 E Moody Rd E Moody Rd Total
Ending at T L S R T L S R T L S R T L S R
7:15 A 1 0 13 5 0 6 18 3 0 2 8 1 0 4 5 0 65
7:30 A 0 0 25 3 0 7 36 4 0 7 9 0 0 4 2 2 99
7:45 A 0 0 37 12 2 11 29 6 1 8 6 1 0 3 1 1 115
8:00 A 1 0 57 12 0 15 30 6 0 16 10 2 0 7 12 6 173
8:15 A 1 0 58 13 1 12 26 6 0 6 15 2 0 6 2 4 150
8:30 A 0 0 46 11 1 4 20 6 0 6 17 0 0 7 8 4 129
8:45 A 3 1 41 6 0 8 15 4 1 6 7 0 1 4 6 7 105
9:00 A 0 0 30 8 4 5 20 7 0 8 4 0 1 4 5 5 96
9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total
Survey 6 1 307 70 8 68 194 42 2 59 76 6 2 39 41 29 932
Peak Hour: 7:30 AM to 8:30 AM
Total 2 0 198 48 4 42 105 24 1 36 48 5 0 23 23 15 567
Approach 246 171 89 61 567
%HV 0.8%2.3%1.1%n/a 1.2%
PHF 0.87 0.84 0.79 0.61 0.82
Idaho 33
379
246 133
0 Bike
E Moody Rd 48 198 0 0 Ped E Moody Rd
5
138 Ped 0 48 89
Bike 0 36 136
199 23 0 Bike
61 23 7:30 AM to 8:30 AM 0 Ped 47
15
PEDs
Across:N S E W Ped 0 42 105 24 692 1.0 PHF Peak Hour Volume
INT 01 0 Bike 1 PHF %HV
INT 02 0 EB 0.61 n/a
INT 03 0 249 171 Check WB 0.79 1.1%
INT 04 0 In:567 NB 0.84 2.3%
INT 05 0 420 Out:567 SB 0.87 0.8%
INT 06 0 Idaho 33 T Int.0.82 1.2%
INT 07 0 Bicycles From: N S E W Conditions:
INT 08 0 INT 01 0 0 0 0 0
INT 09 0 INT 02 0 0 0 0 0
INT 10 0 INT 03 0 1 0 0 1
INT 11 0 INT 04 0 0 0 0 0
INT 12 0 INT 05 0 0 0 0 0
0 0 0 0 0 INT 06 0 0 0 0 0
Special Notes INT 07 0 0 0 0 0
INT 08 0 0 0 0 0
INT 09 0
INT 10 0
INT 11 0
INT 12 0
0 1 0 0 1
SCJ24086M_04A
Prepared for: SCJ Alliance
Traffic Count Consultants, Inc.
Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com
WBE/DBE
Intersection:N Salem Highway & US-20 SB Ramps Date of Count:Wed 10/23/2024
Location:Rexburg, Idaho Checked By:Jen
Time From North on (SB)From South on (NB)From East on (WB)From West on (EB)Interval
Interval N Salem Hwy N Salem Hwy US-20 SB Off Ramp US-20 SB On Ramp Total
Ending at T L S R T L S R T L S R T L S R
4:15 P 1 0 62 11 7 86 76 0 5 49 1 7 0 0 0 0 292
4:30 P 4 0 78 16 2 78 91 0 2 56 0 8 0 0 0 0 327
4:45 P 5 0 74 15 10 78 107 0 1 46 1 2 0 0 0 0 323
5:00 P 2 0 82 23 2 84 99 0 4 36 0 10 0 0 0 0 334
5:15 P 4 0 80 18 1 89 113 0 0 44 1 4 0 0 0 0 349
5:30 P 1 0 83 19 3 91 106 0 0 58 0 7 0 0 0 0 364
5:45 P 0 0 78 17 3 78 110 0 3 41 0 7 0 0 0 0 331
6:00 P 3 0 104 13 1 88 113 0 1 60 0 8 0 0 0 0 386
6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total
Survey 20 0 641 132 29 672 815 0 16 390 3 53 0 0 0 0 2706
Peak Hour: 5:00 PM to 6:00 PM
Total 8 0 345 67 8 346 442 0 4 203 1 26 0 0 0 0 1430
Approach 412 788 230 0 1430
%HV 1.9%1.0%1.7%n/a 1.4%
PHF 0.88 0.98 0.85 n/a 0.93
N Salem Hwy
880
412 468
0 Bike
US-20 SB On Ramp 67 345 0 0 Ped US-20 SB Off Ramp
26
414 Ped 0 1 230
Bike 0 203 230
414 0 0 Bike
0 0 5:00 PM to 6:00 PM 0 Ped 0
0
PEDs
Across:N S E W Ped 0 346 442 0 1544 1.0 PHF Peak Hour Volume
INT 01 0 Bike 0 PHF %HV
INT 02 0 EB n/a n/a
INT 03 0 548 788 Check WB 0.85 1.7%
INT 04 0 In:1430 NB 0.98 1.0%
INT 05 0 1336 Out:1430 SB 0.88 1.9%
INT 06 0 N Salem Hwy T Int.0.93 1.4%
INT 07 0 Bicycles From: N S E W Conditions:
INT 08 0 INT 01 0
INT 09 0 INT 02 0
INT 10 0 INT 03 0
INT 11 0 INT 04 0
INT 12 0 INT 05 0
0 0 0 0 0 INT 06 0
Special Notes INT 07 0
INT 08 0
INT 09 0
INT 10 0
INT 11 0
INT 12 0
0 0 0 0 0
SCJ24086M_01P
Prepared for: SCJ Alliance
Traffic Count Consultants, Inc.
Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com
WBE/DBE
Intersection:N Salem Highway & US-20 NB Ramps Date of Count:Wed 10/23/2024
Location:Rexburg, Idaho Checked By:Jen
Time From North on (SB)From South on (NB)From East on (WB)From West on (EB)Interval
Interval N Salem Hwy N Salem Hwy US-20 NB On Ramp US-20 NB Off Ramp Total
Ending at T L S R T L S R T L S R T L S R
4:15 P 2 8 103 0 5 0 146 59 0 0 0 0 6 16 0 64 396
4:30 P 5 13 121 0 1 0 153 60 0 0 0 0 2 16 0 61 424
4:45 P 4 7 113 0 6 0 161 70 0 0 0 0 2 24 0 54 429
5:00 P 4 8 110 0 2 0 154 85 0 0 0 0 0 29 0 73 459
5:15 P 3 9 115 0 3 0 173 84 0 0 0 0 1 29 0 45 455
5:30 P 0 13 128 0 1 0 175 72 0 0 0 0 3 22 0 61 471
5:45 P 2 6 113 0 2 0 165 70 0 0 0 0 1 23 0 67 444
6:00 P 3 7 157 0 0 0 176 82 0 0 0 0 1 25 0 95 542
6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total
Survey 23 71 960 0 20 0 1303 582 0 0 0 0 16 184 0 520 3620
Peak Hour: 5:00 PM to 6:00 PM
Total 8 35 513 0 6 0 689 308 0 0 0 0 6 99 0 268 1912
Approach 548 997 0 367 1912
%HV 1.5%0.6%n/a 1.6%1.0%
PHF 0.84 0.97 n/a 0.76 0.88
N Salem Hwy
1336
548 788
0 Bike
US-20 NB Off Ramp 0 513 35 0 Ped US-20 NB On Ramp
0
0 Ped 0 0 0
Bike 0 0 343
367 99 0 Bike
367 0 5:00 PM to 6:00 PM 0 Ped 343
268
PEDs
Across:N S E W Ped 0 0 689 308 2168 1.0 PHF Peak Hour Volume
INT 01 0 Bike 0 PHF %HV
INT 02 0 EB 0.76 1.6%
INT 03 0 781 997 Check WB n/a n/a
INT 04 0 In:1912 NB 0.97 0.6%
INT 05 0 1778 Out:1912 SB 0.84 1.5%
INT 06 0 N Salem Hwy T Int.0.88 1.0%
INT 07 0 Bicycles From: N S E W Conditions:
INT 08 0 INT 01 0
INT 09 0 INT 02 0
INT 10 0 INT 03 0
INT 11 0 INT 04 0
INT 12 0 INT 05 0
0 0 0 0 0 INT 06 0
Special Notes INT 07 0
INT 08 0
INT 09 0
INT 10 0
INT 11 0
INT 12 0
0 0 0 0 0
SCJ24086M_02P
Prepared for: SCJ Alliance
Traffic Count Consultants, Inc.
Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com
WBE/DBE
Intersection:N 2nd St & E Moody Rd Date of Count:Wed 10/23/2024
Location:Rexburg, Idaho Checked By:Jen
Time From North on (SB)From South on (NB)From East on (WB)From West on (EB)Interval
Interval 2nd St E 2nd St E E Moody Rd E Moody Rd Total
Ending at T L S R T L S R T L S R T L S R
4:15 P 6 17 126 1 4 0 161 99 2 77 2 17 1 6 4 0 510
4:30 P 4 11 133 3 2 8 139 104 3 80 4 18 0 3 1 2 506
4:45 P 6 18 123 3 4 6 187 100 2 74 0 23 0 3 2 0 539
5:00 P 3 25 123 16 3 2 179 118 0 71 1 23 0 3 3 0 564
5:15 P 3 16 136 2 4 2 186 98 0 82 1 20 0 4 1 2 550
5:30 P 1 20 133 6 2 0 191 74 0 72 3 33 0 2 1 0 535
5:45 P 0 14 135 4 3 2 169 108 0 65 2 28 0 5 0 1 533
6:00 P 4 21 176 5 1 3 183 104 1 75 4 21 1 5 2 1 600
6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total
Survey 27 142 1085 40 23 23 1395 805 8 596 17 183 2 31 14 6 4337
Peak Hour: 5:00 PM to 6:00 PM
Total 8 71 580 17 10 7 729 384 1 294 10 102 1 16 4 4 2218
Approach 668 1120 406 24 2218
%HV 1.2%0.9%0.2%4.2%0.9%
PHF 0.83 0.97 0.94 0.75 0.92
2nd St E
1515
668 847
0 Bike
E Moody Rd 17 580 71 0 Ped E Moody Rd
102
34 Ped 0 10 406
Bike 0 294 865
58 16 0 Bike
24 4 5:00 PM to 6:00 PM 0 Ped 459
4
PEDs
Across:N S E W Ped 0 7 729 384 2400 1.0 PHF Peak Hour Volume
INT 01 0 Bike 0 PHF %HV
INT 02 0 EB 0.75 4.2%
INT 03 0 878 1120 Check WB 0.94 0.2%
INT 04 0 In:2218 NB 0.97 0.9%
INT 05 0 1998 Out:2218 SB 0.83 1.2%
INT 06 0 2nd St E T Int.0.92 0.9%
INT 07 0 Bicycles From: N S E W Conditions:
INT 08 0 INT 01 0
INT 09 0 INT 02 0
INT 10 0 INT 03 0
INT 11 0 INT 04 0
INT 12 0 INT 05 0
0 0 0 0 0 INT 06 0
Special Notes INT 07 0
INT 08 0
INT 09 0
INT 10 0
INT 11 0
INT 12 0
0 0 0 0 0
SCJ24086M_03P
Prepared for: SCJ Alliance
Traffic Count Consultants, Inc.
Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com
WBE/DBE
Intersection:Idaho 33 & E Moody Rd Date of Count:Wed 10/23/2024
Location:Rexburg, Idaho Checked By:Jen
Time From North on (SB)From South on (NB)From East on (WB)From West on (EB)Interval
Interval Idaho 33 Idaho 33 E Moody Rd E Moody Rd Total
Ending at T L S R T L S R T L S R T L S R
4:15 P 1 0 36 9 1 13 29 7 2 5 6 0 1 13 12 14 144
4:30 P 2 2 35 10 1 6 50 10 0 4 3 0 1 19 12 15 166
4:45 P 1 1 22 16 1 6 45 7 1 4 8 0 0 16 10 19 154
5:00 P 0 1 31 5 0 9 61 8 0 8 8 0 3 20 10 17 178
5:15 P 0 0 56 20 1 9 47 11 1 6 8 1 0 20 12 16 206
5:30 P 0 0 51 12 0 13 44 8 0 6 15 2 0 10 10 20 191
5:45 P 0 0 39 17 0 24 51 10 0 3 15 0 0 12 13 14 198
6:00 P 0 0 28 15 0 15 49 9 0 13 11 0 2 17 15 23 195
6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total
Survey 4 4 298 104 4 95 376 70 4 49 74 3 7 127 94 138 1432
Peak Hour: 5:00 PM to 6:00 PM
Total 0 0 174 64 1 61 191 38 1 28 49 3 2 59 50 73 790
Approach 238 290 80 182 790
%HV n/a 0.3%1.3%1.1%0.5%
PHF 0.78 0.85 0.83 0.83 0.96
Idaho 33
491
238 253
0 Bike
E Moody Rd 64 174 0 0 Ped E Moody Rd
3
174 Ped 0 49 80
Bike 0 28 168
356 59 0 Bike
182 50 5:00 PM to 6:00 PM 0 Ped 88
73
PEDs
Across:N S E W Ped 0 61 191 38 824 1.0 PHF Peak Hour Volume
INT 01 0 Bike 0 PHF %HV
INT 02 0 EB 0.83 1.1%
INT 03 0 275 290 Check WB 0.83 1.3%
INT 04 0 In:790 NB 0.85 0.3%
INT 05 0 565 Out:790 SB 0.78 n/a
INT 06 0 Idaho 33 T Int.0.96 0.5%
INT 07 0 Bicycles From: N S E W Conditions:
INT 08 0 INT 01 0
INT 09 0 INT 02 0
INT 10 0 INT 03 0
INT 11 0 INT 04 0
INT 12 0 INT 05 0
0 0 0 0 0 INT 06 0
Special Notes INT 07 0
INT 08 0
INT 09 0
INT 10 0
INT 11 0
INT 12 0
0 0 0 0 0
SCJ24086M_04P
Appendix B
Traffic Volume Adjustments and Forecasts
WinCo Foods Development - Rexburg
Trip Generation
Rexburg, ID
In Out In Out Total % Total % Total In Out Total
WinCo Foods 850 Supermarket ksqft 84.000 2.86 59% 41% 142 98 240 10% 25 0.0% 0 127 88 215
Total 142 98 240 0 127 88 215
In Out In Out Total % Total % Total In Out Total
WinCo Foods 850 Supermarket ksqft 84.000 7.99 50% 50% 336 335 671 7.0% 47 24.0% 150 237 237 474
Total 336 335 671 150 237 237 474
850 Fitted Curve Equation 7.99
In Out In Out Total % Total % Total In Out Total
WinCo Foods 850 Supermarket ksqft 84.000 89.81 50% 50% 3,772 3,772 7,544 7.0% 528 24.0% 1,684 2,666 2,666 5,332
Total 3,772 3,772 7,544 1,684 2,666 2,666 5,332
850 Fitted Curve Equation 89.81
Site Plan Description
Int. Capture
Int. Capture
Daily Trip Generation
PM Peak Hour Trip Generation
Site Plan Description LUC ITE Description Variable Value ITE Rate
Distribution Total Trips Pass-By Trips Net New Trips
ITE Rate
AM Peak Hour Trip Generation
Site Plan Description LUC ITE Description Variable Value ITE Rate
Distribution Total Trips Pass-By Trips Net New TripsInt. Capture
LUC ITE Description Variable Value
Net New TripsPass-By TripsDistribution Total Trips
AM Peak Hour Volumes
3.00%
Existing Adjustments Existing Background Strip Temple Total Baseline Background Baseline Primary Pass-By Site Projected Projected
Intersection 2024 (Walmart)2024 2025 Retail Pipeline Pipeline 2025 2030 2030 Car Car Generated 2025 2030
Counts Counts Growth Pipeline Volumes Volumes Growth Volumes Trips Trips Volumes Volumes Volumes
L 000 00000 0 0 00000
EB T
000 00000 0 0 00000
R 000 00000 0 0 00000
1L220 0 220 7 4 62 66 293 40 326 32 0 32 325 358
N Salem Hwy WB T
000 00000 0 0 00000
US 20 SB Ramps R36 0 36 100037 6 42 0003742
L 182 0 182 53710197 33 225 26 0 26 223 251
TMC Date: 10/23/2024 NB T 264 0 264 8178280 48 320 909 289 329
R 000 00000 0 0 00000
7:45 - 8:45 L 000 00000 0 0 00000
PHF: 0.91 SB T 508 0 508 15 2 21 23 546 91 622 13 0 13 559 635
R 101 0 101 3000104 18 119 000 104 119
1,311 1,311 80 1,537 1,734
L 82 0 82 200084 15 97 0008497
EB T 202 00002 0 2 00022
R 314 0 314 9 5 21 26 349 57 397 38 0 38 387 435
2L000 00000 0 0 00000
N Salem Hwy WB T 000 00000 0 0 00000
US 20 NB Ramps R000 00000 0 0 00000
L 000 00000 0 0 00000
TMC Date: 10/23/2024 NB T 364 0 364 11 4 14 18 393 66 448 35 0 35 428 483
R 142 0 142 4 3 21 24 170 26 192 22 0 22 192 214
7:45 - 8:45 L 34 0 34 100035 6 40 0003540
PHF: 0.84 SB T 694 0 694 21 6 83 89 804 125 908 45 0 45 849 953
R 000 00000 0 0 00000
1,632 1,632 140 1,978 2,223
L 505 007712 1 13 0001213
EB T 202 00668 0 8 00088
R 303 0 0 17 17 20 1 21 0002021
3L1090 109 3202114 20 131 13 0 13 127 144
N 2nd E WB T 505 0 0 16 16 21 1 22 0002122
E Moody Road R89 0 89 37411103 16 116 41 0 41 144 157
L 606 0 0 49 49 55 1 56 0005556
TMC Date: 10/23/2024 NB T 386 0 386 12 0 33 33 431 69 488 16 0 16 447 504
R 119 0 119 4303126 21 143 000 126 143
7:45 - 8:45 L 73 0 73 229231106 13 117 67 0 67 173 184
PHF: 0.95 SB T 809 0 809 24 0 11 11 844 146 966 16 0 16 860 982
R 606 0 0 21 21 27 1 28 0002728
1,612 1,612 153 2,020 2,262
L 23 0 23 114529 4 32 9093841
EB T 23 0 23 114529 4 32 4043336
R 15 0 15 000015 3 18 0001518
4L360 36 100037 6 42 0003742
Idaho 33 WB T 48 0 48 1 1 10 11 60 9 68 6066674
E Moody Road R505 00005 1 6 00056
L 42 0 42 100043 8 50 0004350
TMC Date: 10/23/2024 NB T 105 0 105 3000108 19 124 000 108 124
R 24 0 24 100025 4 28 0002528
7:30 - 8:30 L 000 00000 0 0 00000
PHF: 0.82 SB T 198 0 198 6000204 36 234 000 204 234
R 58 0 48 2 2 10 12 62 10 70 13 0 13 75 83
577 567 32 649 736
WinCo Foods - Rexburg, ID
Annual Growth Rate:
Movement
Existing Adjustments Existing Background Strip Temple Total Baseline Background Baseline Primary Pass-By Site Projected Projected
Intersection 2024 (Walmart)2024 2025 Retail Pipeline Pipeline 2025 2030 2030 Car Car Generated 2025 2030
Counts Counts Growth Pipeline Volumes Volumes Growth Volumes Trips Trips Volumes Volumes Volumes
Movement
L 02020 000020 0 20 0002020
EB T 61 -12 49 208859 11 68 24 0 24 83 92
R 000 01401414 0 14 43 0 43 57 57
5L000 03033 0 3 19 0 19 22 22
Site Drwy WB T 148 -15 133 4 0 17 17 154 27 177 000 154 177
E Moody Road R01515 000015 0 15 0001515
L 000 09099 0 9 54 0 54 63 63
NB T 000 00000 0 0 00000
R 000 02022 0 2 60688
L 01212 000012 0 12 0001212
SB T 000 00000 0 0 00000
R 01616 000016 0 16 0001616
209 245 146 450 482
L 000 00000 0 0 00000
EB T 61 0 61 2281073 11 82 8088190
R 000 00000 0 0 22 0 22 22 22
6L000 00000 0 0 00000
Site Drwy WB T 148 0 148 4 3 17 20 172 27 195 19 0 19 191 214
E Moody Road R000 00000 0 0 00000
L 000 00000 0 0 00000
NB T 000 00000 0 0 00000
R 000 00000 0 0 60666
L 000 00000 0 0 00000
SB T 000 00000 0 0 00000
R 000 00000 0 0 00000
209 209 55 300 332
L 000 00000 0 0 00000
EB T 61 0 61 2281073 11 82 12 0 12 85 94
R 000 00000 0 0 20222
7L000 00000 0 0 00000
Site Drwy WB T 148 0 148 4 3 17 20 172 27 195 19 0 19 191 214
E Moody Road R000 00000 0 0 00000
L 000 00000 0 0 00000
NB T 000 00000 0 0 00000
R 000 00000 0 0 10111
L 000 00000 0 0 00000
SB T 000 00000 0 0 00000
R 000 00000 0 0 00000
209 209 34 279 311
L 000 00000 0 0 00000
EB T 000 00000 0 0 00000
R 000 00000 0 0 00000
8L000 00000 0 0 50555
Site Drwy WB T 000 00000 0 0 00000
N 2nd E R000 00000 0 0 16 0 16 16 16
L 000 00000 0 0 00000
NB T 511 0 511 15 2 82 84 610 92 687 000 610 687
R 000 00000 0 0 25 0 25 25 25
L 000 00000 0 0 16 0 16 16 16
SB T 901 0 901 27 2 28 30 958 162 1,093 13 0 13 971 1,106
R 000 00000 0 0 00000
1,412 1,412 75 1,643 1,855
PM Peak Hour Volumes
3.00%
Existing Adjustments Existing Background Strip Temple Total Baseline Background Baseline Primary Pass-By Site Projected Projected
Intersection 2024 (Walmart)2024 2025 Retail Pipeline Pipeline 2025 2030 2030 Car Car Generated 2025 2030
Counts Counts Growth Pipeline Volumes Volumes Growth Volumes Trips Trips Volumes Volumes Volumes
L 000 00000 0 0 00000
EB T 000 00000 0 0 00000
R 000 00000 0 0 00000
1L2030 203 6 114051260 37 291 59 0 59 319 350
N Salem Hwy WB T 101 00001 0 1 00011
US 20 SB Ramps R26 0 26 100027 5 31 0002731
L 346 0 346 10 13 13 26 382 62 434 71 0 71 453 505
TMC Date: 10/23/2024 NB T 442 0 442 13 5 13 18 473 80 540 24 0 24 497 564
R 000 00000 0 0 00000
5:00 - 6:00 L 000 00000 0 0 00000
PHF: 0.93 SB T 345 0 345 10 5 13 18 373 62 425 24 0 24 397 449
R 67 0 67 200069 12 79 0006979
1,430 1,430 178 1,764 1,978
L 99 0 99 3000102 18 117 000 102 117
EB T 000 00000 0 0 00000
R 268 0 268 8 131326302 48 342 71 0 71 373 413
2L000 00000 0 0 00000
N Salem Hwy WB T 000 00000 0 0 00000
US 20 NB Ramps R000 00000 0 0 00000
L 000 00000 0 0 00000
TMC Date: 10/23/2024 NB T 689 0 689 21 18 26 44 754 124 857 95 0 95 849 952
R 308 0 308 9 112839356 55 402 59 0 59 415 461
5:00 - 6:00 L 35 0 35 100036 6 41 0003641
PHF: 0.88 SB T 513 0 513 15 16 53 69 597 92 674 83 0 83 680 757
R 000 00000 0 0 00000
1,912 1,912 308 2,455 2,742
L 16 0 16 0 0 13 13 29 3 32 0002932
EB T 404 0 0 10 10 14 1 15 0001415
R 404 0 0 31 31 35 1 36 0003536
3L2940 294 9909312 53 356 47 13 60 372 416
N 2nd E WB T 10 0 10 0 0 11 11 21 2 23 0002123
E Moody Road R102 0 102 329332137 18 152 34 0 34 171 186
L 707 0 0 32 32 39 1 40 0003940
TMC Date: 10/23/2024 NB T 729 0 729 22 0 21 21 772 131 881 120 0 120 892 1,001
R 384 0 384 12909405 69 462 000 405 462
5:00 - 6:00 L 71 0 71 229231104 13 115 124 0 124 228 239
PHF: 0.92 SB T 580 0 580 17 0 20 20 617 104 704 30 0 30 647 734
R 17 0 17 1 0 13 13 31 3 33 0003133
2,218 2,218 368 2,885 3,217
L 59 0 59 2561172 11 81 24 0 24 96 105
EB T 50 0 50 226860 9 67 12 0 12 72 79
R 70 0 70 200072 13 83 0007283
4L280 28 100029 5 33 0002933
Idaho 33 WB T 49 0 49 127959 9 67 12 0 12 71 79
E Moody Road R303 00003 1 4 00034
L 61 0 61 200063 11 72 0006372
TMC Date: 10/23/2024 NB T 191 0 191 6000197 34 225 000 197 225
R 38 0 38 100039 7 45 0003945
5:00 - 6:00 L 000 00000 0 0 00000
PHF: 0.96 SB T 174 0 174 5000179 31 205 000 179 205
R 64 0 64 2571278 12 88 24 0 24 102 112
787 787 72 923 1,041
WinCo Foods - Rexburg, ID
Movement
Annual Growth Rate:
Existing Adjustments Existing Background Strip Temple Total Baseline Background Baseline Primary Pass-By Site Projected Projected
Intersection 2024 (Walmart)2024 2025 Retail Pipeline Pipeline 2025 2030 2030 Car Car Generated 2025 2030
Counts Counts Growth Pipeline Volumes Volumes Growth Volumes Trips Trips Volumes Volumes Volumes
Movement
L 02828 000028 0 28 0002828
EB T 179 -22 157 5 0 12 12 174 32 201 54 0 54 228 255
R 000 03803838 0 38 70 0 70 108 108
5L000 07077 0 7 36 0 36 43 43
Site Drwy WB T 174 -21 153 5 0 14 14 172 31 198 000 172 198
E Moody Road R02121 000021 0 21 0002121
L 000 03803838 0 38 81 13 94 132 132
NB T 000 00000 0 0 00000
R 000 07077 0 7 18 0 18 25 25
L 02222 000022 0 22 0002222
SB T 000 00000 0 0 00000
R 03030 000030 0 30 0003030
353 411 272 810 863
L 000 00000 0 0 00000
EB T 179 0 179 5 7 12 19 203 32 230 23 0 23 226 253
R 000 00000 0 0 49 0 49 49 49
6L000 00000 0 0 00000
Site Drwy WB T 174 0 174 5 7 14 21 200 31 226 36 0 36 236 262
E Moody Road R000 00000 0 0 00000
L 000 00000 0 0 00000
NB T 000 00000 0 0 00000
R 000 00000 0 0 17 0 17 17 17
L 000 00000 0 0 00000
SB T 000 00000 0 0 00000
R 000 00000 0 0 00000
353 353 125 529 582
L 000 00000 0 0 00000
EB T 179 0 179 5 7 12 19 203 32 230 35 0 35 238 265
R 000 00000 0 0 50555
7L000 00000 0 0 00000
Site Drwy WB T 174 0 174 5 7 14 21 200 31 226 36 0 36 236 262
E Moody Road R000 00000 0 0 00000
L 000 00000 0 0 00000
NB T 000 00000 0 0 00000
R 000 00000 0 0 10111
L 000 00000 0 0 00000
SB T 000 00000 0 0 00000
R 000 00000 0 0 00000
353 353 77 481 534
L 000 00000 0 0 00000
EB T 000 00000 0 0 00000
R 000 00000 0 0 00000
8L000 00000 0 0 02525 25 25
Site Drwy WB T 000 00000 0 0 00000
N 2nd E R000 00000 0 0 120 37 157 157 157
L 000 00000 0 0 00000
NB T 1,120 0 1,120 34 9 53 62 1,216 202 1,384 0-37-37 1,179 1,347
R 000 00000 0 0 47 37 84 84 84
L 000 00000 0 0 30 38 68 68 68
SB T 686 0 686 21 9 51 60 767 123 869 47 -25 22 789 891
R 000 00000 0 0 00000
1,806 1,806 319 2,301 2,572
Appendix C
Operations Analysis Worksheets
Lanes, Volumes, Timings Existing 2024
1: N Salem Hwy & US 20 SB Ramps AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 0 220 1 35 180 265 0 0 510 100
Future Volume (vph)0 0 0 220 1 35 180 265 0 0 510 100
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 0 200 150 0 0 0
Storage Lanes 0 0 0 1 1 0 0 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1742 1416 913 1401
Travel Time (s)39.6 32.2 20.8 31.8
Turn Type Perm NA Perm pm+pt NA NA
Protected Phases 8 5 2 6
Permitted Phases 8 8 2
Detector Phase 88852 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 9.5 22.5 22.5
Total Split (s)23.0 23.0 23.0 14.0 57.0 43.0
Total Split (%)28.8% 28.8% 28.8% 17.5% 71.3%53.8%
Maximum Green (s)18.5 18.5 18.5 9.5 52.5 38.5
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None Min Min
Walk Time (s)7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s)11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr)0 0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 66.2
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: N Salem Hwy & US 20 SB Ramps
HCM 7th Signalized Intersection Summary Existing 2024
1: N Salem Hwy & US 20 SB Ramps AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 0 0 0 220 1 35 180 265 0 0 510 100
Future Volume (veh/h) 0 0 0 220 1 35 180 265 0 0 510 100
Initial Q (Qb), veh 000000000
Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1826 1826 0 0 1870 1870
Adj Flow Rate, veh/h 242 1 38 198 291 0 0 560 110
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91
Percent Heavy Veh, %333550022
Cap, veh/h 328 1 293 404 1160 0 0 689 135
Arrive On Green 0.19 0.19 0.19 0.09 0.64 0.00 0.00 0.45 0.45
Sat Flow, veh/h 1760 7 1572 1739 1826 0 0 1518 298
Grp Volume(v), veh/h 243038198291000670
Grp Sat Flow(s),veh/h/ln 1768 0 1572 1739 18260001817
Q Serve(g_s), s 6.6 0.0 1.0 2.7 3.5 0.0 0.0 0.0 16.1
Cycle Q Clear(g_c), s 6.6 0.0 1.0 2.7 3.5 0.0 0.0 0.0 16.1
Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.16
Lane Grp Cap(c), veh/h 330 0 293 404 1160000824
V/C Ratio(X)0.74 0.00 0.13 0.49 0.25 0.00 0.00 0.00 0.81
Avail Cap(c_a), veh/h 647057657018970001384
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 19.4 0.0 17.1 9.3 4.0 0.0 0.0 0.0 12.0
Incr Delay (d2), s/veh 3.2 0.0 0.2 0.9 0.1 0.0 0.0 0.0 2.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.7 0.0 0.3 0.7 0.8 0.0 0.0 0.0 5.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 22.6 0.0 17.3 10.2 4.1 0.0 0.0 0.0 14.0
LnGrp LOS C B B A B
Approach Vol, veh/h 281 489 670
Approach Delay, s/veh 21.9 6.6 14.0
Approach LOS C A B
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 36.6 9.2 27.4 13.9
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 52.5 9.5 38.5 18.5
Max Q Clear Time (g_c+I1), s 5.5 4.7 18.1 8.6
Green Ext Time (p_c), s 1.9 0.2 4.8 1.1
Intersection Summary
HCM 7th Control Delay, s/veh 13.0
HCM 7th LOS B
Lanes, Volumes, Timings Existing 2024
2: N Salem Hwy & US 20 NB Ramps AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 8013150000365140356950
Future Volume (vph) 8013150000365140356950
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 100 0 0 0 0 150 0
Storage Lanes 1 1 0 0 0 1 1 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1724 1826 2783 913
Travel Time (s)39.2 41.5 63.3 20.8
Turn Type Perm NA NA Perm pm+pt NA
Protected Phases 4 2 1 6
Permitted Phases 4 2 6
Detector Phase 4 4 2 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 22.5 9.5 22.5
Total Split (s)29.0 29.0 41.5 41.5 9.5 51.0
Total Split (%)36.3% 36.3%51.9% 51.9% 11.9% 63.8%
Maximum Green (s) 24.5 24.5 37.0 37.0 5.0 46.5
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None Min Min None Min
Walk Time (s)7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 55.8
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Splits and Phases: 2: N Salem Hwy & US 20 NB Ramps
HCM 7th Signalized Intersection Summary Existing 2024
2: N Salem Hwy & US 20 NB Ramps AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 8013150000365140356950
Future Volume (veh/h) 8013150000365140356950
Initial Q (Qb), veh 000 000000
Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1826 1826 1826 0 1841 1841 1870 1870 0
Adj Flow Rate, veh/h 95 1 226 0 435 66 42 827 0
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84
Percent Heavy Veh, % 555 044220
Cap, veh/h 374 1 332 0 758 642 463 1060 0
Arrive On Green 0.22 0.22 0.22 0.00 0.41 0.41 0.05 0.57 0.00
Sat Flow, veh/h 1739 7 1542 0 1841 1560 1781 1870 0
Grp Volume(v), veh/h 95 0 227 0 435 66 42 827 0
Grp Sat Flow(s),veh/h/ln 1739 0 1548 0 1841 1560 1781 1870 0
Q Serve(g_s), s 1.9 0.0 5.6 0.0 7.5 1.1 0.5 14.2 0.0
Cycle Q Clear(g_c), s 1.9 0.0 5.6 0.0 7.5 1.1 0.5 14.2 0.0
Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 374 0 333 0 758 642 463 1060 0
V/C Ratio(X)0.25 0.00 0.68 0.00 0.57 0.10 0.09 0.78 0.00
Avail Cap(c_a), veh/h 1031 0 918 0 1648 1397 596 2105 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 13.5 0.0 14.9 0.0 9.4 7.5 6.3 6.9 0.0
Incr Delay (d2), s/veh 0.4 0.0 2.4 0.0 0.7 0.1 0.1 1.3 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.7 0.0 1.9 0.0 2.4 0.3 0.1 3.5 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 13.8 0.0 17.4 0.0 10.1 7.5 6.4 8.2 0.0
LnGrp LOS B B BAAA
Approach Vol, veh/h 322 501 869
Approach Delay, s/veh 16.3 9.7 8.1
Approach LOS B A A
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 6.4 21.5 13.4 27.9
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 37.0 24.5 46.5
Max Q Clear Time (g_c+I1), s 2.5 9.5 7.6 16.2
Green Ext Time (p_c), s 0.0 3.1 1.6 7.2
Intersection Summary
HCM 7th Control Delay, s/veh 10.2
HCM 7th LOS B
Lanes, Volumes, Timings Existing 2024
3: N 2nd E/N Salem Hwy & E Moody Rd AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)5 5 5 110 5 90 5 385 120 75 810 5
Future Volume (vph)5 5 5 110 5 90 5 385 120 75 810 5
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)150 0 200 0 150 0 125 0
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1579 2678 2125 2783
Travel Time (s)35.9 60.9 48.3 63.3
Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases4826
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s)10.0 22.6 11.0 23.6 10.0 35.9 10.5 36.4
Total Split (%)12.5% 28.3% 13.8% 29.5% 12.5% 44.9% 13.1% 45.5%
Maximum Green (s)5.5 18.1 6.5 19.1 5.5 31.4 6.0 31.9
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None None Min None Min
Walk Time (s)7.0 7.0 7.0 7.0
Flash Don't Walk (s)11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr)0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 40.6
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: N 2nd E/N Salem Hwy & E Moody Rd
HCM 7th Signalized Intersection Summary Existing 2024
3: N 2nd E/N Salem Hwy & E Moody Rd AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 5 5 5 110 5 90 5 385 120 75 810 5
Future Volume (veh/h) 5 5 5 110 5 90 5 385 120 75 810 5
Initial Q (Qb), veh 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1856 1856 1856 1841 1841 1841 1870 1870 1870
Adj Flow Rate, veh/h 5 5 5 116 5 11 5 405 94 79 853 5
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 111333444222
Cap, veh/h 253 32 32 396 63 139 330 913 210 509 1416 8
Arrive On Green 0.01 0.04 0.04 0.09 0.12 0.12 0.01 0.32 0.32 0.07 0.39 0.39
Sat Flow, veh/h 1795 865 865 1767 516 1135 1753 2823 649 1781 3622 21
Grp Volume(v), veh/h 5 0 10 116 0 16 5 249 250 79 418 440
Grp Sat Flow(s),veh/h/ln 1795 0 1730 1767 0 1651 1753 1749 1724 1781 1777 1867
Q Serve(g_s), s 0.1 0.0 0.2 2.3 0.0 0.3 0.1 4.3 4.4 1.1 7.1 7.1
Cycle Q Clear(g_c), s 0.1 0.0 0.2 2.3 0.0 0.3 0.1 4.3 4.4 1.1 7.1 7.1
Prop In Lane 1.00 0.50 1.00 0.69 1.00 0.38 1.00 0.01
Lane Grp Cap(c), veh/h 253 0 63 396 0 203 330 565 557 509 695 730
V/C Ratio(X)0.02 0.00 0.16 0.29 0.00 0.08 0.02 0.44 0.45 0.16 0.60 0.60
Avail Cap(c_a), veh/h 500 0 822 534 0 828 571 1442 1422 657 1489 1564
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 17.5 0.0 17.8 14.7 0.0 14.8 8.8 10.2 10.2 7.5 9.2 9.2
Incr Delay (d2), s/veh 0.0 0.0 1.1 0.4 0.0 0.2 0.0 0.5 0.6 0.1 0.8 0.8
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 0.0 0.1 0.8 0.0 0.1 0.0 1.3 1.3 0.3 2.1 2.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 17.5 0.0 18.9 15.1 0.0 15.0 8.9 10.7 10.8 7.6 10.1 10.0
LnGrp LOS B BB BABBABB
Approach Vol, veh/h 15 132 504 937
Approach Delay, s/veh 18.4 15.1 10.7 9.9
Approach LOS BBBA
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 7.3 16.8 8.0 5.9 4.8 19.4 4.8 9.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 6.0 31.4 6.5 18.1 5.5 31.9 5.5 19.1
Max Q Clear Time (g_c+I1), s 3.1 6.4 4.3 2.2 2.1 9.1 2.1 2.3
Green Ext Time (p_c), s 0.0 3.2 0.1 0.0 0.0 5.7 0.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 10.6
HCM 7th LOS B
HCM 7th TWSC Existing 2024
4: Idaho 33 & E Moody Rd AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Intersection
Int Delay, s/veh 4.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 25 25 15 35 50 5 40 105 25 1 200 50
Future Vol, veh/h 25 25 15 35 50 5 40 105 25 1 200 50
Conflicting Peds, #/hr000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length 150 - 150 ---------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 82 82 82 82 82 82 82 82 82 82 82 82
Heavy Vehicles, % 111111222111
Mvmt Flow 30 30 18 43 61 6 49 128 30 1 244 61
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 533 533 274 502 548 143 305 0 0 159 0 0
Stage 1 277 277 - 241 241 -------
Stage 2 256 256 - 262 307 -------
Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.12 - - 4.11 - -
Critical Hdwy Stg 16.115.51-6.115.51-------
Critical Hdwy Stg 26.115.51-6.115.51-------
Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.218 - - 2.209 - -
Pot Cap-1 Maneuver 459 454 767 481 445 907 1256 - - 1427 - -
Stage 1 732 683 - 765 708 -------
Stage 2 751 697 - 746 663 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 376 434 767 419 426 907 1256 - - 1427 - -
Mov Cap-2 Maneuver 376 434 - 419 426 -------
Stage 1 731 682 - 732 678 -------
Stage 2 650 668 - 695 662 -------
Approach EB WB NB SB
HCM Control Delay, s/v13.54 16.02 1.88 0.03
HCM LOS B C
Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1 SBL SBT SBR
Capacity (veh/h)408 - - 376 434 767 436 7 - -
HCM Lane V/C Ratio 0.039 - - 0.081 0.07 0.024 0.252 0.001 - -
HCM Control Delay (s/veh) 8 0 - 15.4 13.9 9.8 16 7.5 0 -
HCM Lane LOS A A - C B A C A A -
HCM 95th %tile Q(veh) 0.1 - - 0.3 0.2 0.1 1 0 - -
Lanes, Volumes, Timings Existing 2024
1: N Salem Hwy & US 20 SB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 0 205 1 25 345 440 0 0 345 65
Future Volume (vph)0 0 0 205 1 25 345 440 0 0 345 65
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 0 200 150 0 0 0
Storage Lanes 0 0 0 1 1 0 0 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1742 1416 913 1401
Travel Time (s)39.6 32.2 20.8 31.8
Turn Type Perm NA Perm pm+pt NA NA
Protected Phases 8 5 2 6
Permitted Phases 8 8 2
Detector Phase 88852 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 9.5 22.5 22.5
Total Split (s)22.8 22.8 22.8 24.0 57.2 33.2
Total Split (%)28.5% 28.5% 28.5% 30.0% 71.5%41.5%
Maximum Green (s)18.3 18.3 18.3 19.5 52.7 28.7
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None Min Min
Walk Time (s)7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s)11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr)0 0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 62.3
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: N Salem Hwy & US 20 SB Ramps
HCM 7th Signalized Intersection Summary Existing 2024
1: N Salem Hwy & US 20 SB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 0 0 0 205 1 25 345 440 0 0 345 65
Future Volume (veh/h) 0 0 0 205 1 25 345 440 0 0 345 65
Initial Q (Qb), veh 000000000
Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1885 1885
Adj Flow Rate, veh/h 220 1 27 371 473 0 0 371 70
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93
Percent Heavy Veh, %222220011
Cap, veh/h 313 1 280 599 1145 0 0 498 94
Arrive On Green 0.18 0.18 0.18 0.18 0.61 0.00 0.00 0.32 0.32
Sat Flow, veh/h 1774 8 1585 1781 1870 0 0 1542 291
Grp Volume(v), veh/h 221027371473000441
Grp Sat Flow(s),veh/h/ln 1782 0 1585 1781 18700001833
Q Serve(g_s), s 5.0 0.0 0.6 5.0 5.6 0.0 0.0 0.0 9.2
Cycle Q Clear(g_c), s 5.0 0.0 0.6 5.0 5.6 0.0 0.0 0.0 9.2
Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.16
Lane Grp Cap(c), veh/h 315 0 280 599 1145000592
V/C Ratio(X)0.70 0.00 0.10 0.62 0.41 0.00 0.00 0.00 0.75
Avail Cap(c_a), veh/h 764 0 680 1085 23100001233
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 16.5 0.0 14.7 7.6 4.3 0.0 0.0 0.0 12.9
Incr Delay (d2), s/veh 2.9 0.0 0.1 1.0 0.2 0.0 0.0 0.0 1.9
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.0 0.0 0.2 1.3 1.2 0.0 0.0 0.0 3.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 19.4 0.0 14.9 8.7 4.5 0.0 0.0 0.0 14.8
LnGrp LOS B B A A B
Approach Vol, veh/h 248 844 441
Approach Delay, s/veh 18.9 6.4 14.8
Approach LOS B A B
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 30.6 12.4 18.3 12.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 52.7 19.5 28.7 18.3
Max Q Clear Time (g_c+I1), s 7.6 7.0 11.2 7.0
Green Ext Time (p_c), s 3.4 0.9 2.6 1.0
Intersection Summary
HCM 7th Control Delay, s/veh 10.8
HCM 7th LOS B
Lanes, Volumes, Timings Existing 2024
2: N Salem Hwy & US 20 NB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 10012700000690310355150
Future Volume (vph) 10012700000690310355150
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 100 0 0 0 0 150 0
Storage Lanes 1 1 0 0 0 1 1 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1724 1826 2783 913
Travel Time (s)39.2 41.5 63.3 20.8
Turn Type Perm NA NA Perm pm+pt NA
Protected Phases 4 2 1 6
Permitted Phases 4 2 6
Detector Phase 4 4 2 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 22.5 9.5 22.5
Total Split (s)24.4 24.4 46.1 46.1 9.5 55.6
Total Split (%)30.5% 30.5%57.6% 57.6% 11.9% 69.5%
Maximum Green (s) 19.9 19.9 41.6 41.6 5.0 51.1
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None Min Min None Min
Walk Time (s)7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 56.3
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Splits and Phases: 2: N Salem Hwy & US 20 NB Ramps
HCM 7th Signalized Intersection Summary Existing 2024
2: N Salem Hwy & US 20 NB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 10012700000690310355150
Future Volume (veh/h) 10012700000690310355150
Initial Q (Qb), veh 000 000000
Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1885 1885 1870 1870 0
Adj Flow Rate, veh/h 114 1 23 0 784 170 40 585 0
Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
Percent Heavy Veh, % 222 011220
Cap, veh/h 169 6 145 0 1019 864 375 1294 0
Arrive On Green 0.09 0.09 0.09 0.00 0.54 0.54 0.04 0.69 0.00
Sat Flow, veh/h 1781 66 1529 0 1885 1598 1781 1870 0
Grp Volume(v), veh/h 114 0 24 0 784 170 40 585 0
Grp Sat Flow(s),veh/h/ln 1781 0 1595 0 1885 1598 1781 1870 0
Q Serve(g_s), s 2.6 0.0 0.6 0.0 13.8 2.3 0.4 5.9 0.0
Cycle Q Clear(g_c), s 2.6 0.0 0.6 0.0 13.8 2.3 0.4 5.9 0.0
Prop In Lane 1.00 0.96 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 169 0 152 0 1019 864 375 1294 0
V/C Ratio(X)0.67 0.00 0.16 0.00 0.77 0.20 0.11 0.45 0.00
Avail Cap(c_a), veh/h 840 0 752 0 1859 1575 507 2265 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 18.5 0.0 17.5 0.0 7.6 5.0 6.1 2.9 0.0
Incr Delay (d2), s/veh 4.6 0.0 0.5 0.0 1.3 0.1 0.1 0.2 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 1.2 0.0 0.2 0.0 3.7 0.5 0.1 0.7 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 23.1 0.0 18.0 0.0 8.9 5.1 6.2 3.2 0.0
LnGrp LOS C B AAAA
Approach Vol, veh/h 138 954 625
Approach Delay, s/veh 22.2 8.2 3.4
Approach LOS C A A
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 6.4 27.3 8.5 33.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 41.6 19.9 51.1
Max Q Clear Time (g_c+I1), s 2.4 15.8 4.6 7.9
Green Ext Time (p_c), s 0.0 7.0 0.3 4.5
Intersection Summary
HCM 7th Control Delay, s/veh 7.6
HCM 7th LOS A
Lanes, Volumes, Timings Existing 2024
3: N 2nd E/N Salem Hwy & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)15 5 5 295 10 100 5 730 385 70 580 15
Future Volume (vph)15 5 5 295 10 100 5 730 385 70 580 15
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)150 0 200 0 150 0 125 0
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1579 2678 2125 2783
Travel Time (s)35.9 60.9 48.3 63.3
Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases4826
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s)9.5 22.5 12.0 25.0 9.5 35.9 9.6 36.0
Total Split (%)11.9% 28.1% 15.0% 31.3% 11.9% 44.9% 12.0% 45.0%
Maximum Green (s)5.0 18.0 7.5 20.5 5.0 31.4 5.1 31.5
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None None Min None Min
Walk Time (s)7.0 7.0 7.0 7.0
Flash Don't Walk (s)11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr)0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 51.1
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: N 2nd E/N Salem Hwy & E Moody Rd
HCM 7th Signalized Intersection Summary Existing 2024
3: N 2nd E/N Salem Hwy & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 15 5 5 295 10 100 5 730 385 70 580 15
Future Volume (veh/h) 15 5 5 295 10 100 5 730 385 70 580 15
Initial Q (Qb), veh 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1841 1841 1841 1885 1885 1885 1885 1885 1870 1885 1885 1885
Adj Flow Rate, veh/h 16 5 5 321 11 11 5 793 342 76 630 16
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 444111112111
Cap, veh/h 229 40 40 431 141 141 440 1051 452 319 1737 44
Arrive On Green 0.02 0.05 0.05 0.14 0.16 0.16 0.01 0.43 0.43 0.06 0.49 0.49
Sat Flow, veh/h 1753 844 844 1795 865 865 1795 2438 1049 1795 3569 91
Grp Volume(v), veh/h 16 0 10 321 0 22 5 582 553 76 316 330
Grp Sat Flow(s),veh/h/ln 1753 0 1689 1795 0 1730 1795 1791 1696 1795 1791 1869
Q Serve(g_s), s 0.5 0.0 0.3 7.5 0.0 0.6 0.1 15.2 15.3 1.2 6.1 6.1
Cycle Q Clear(g_c), s 0.5 0.0 0.3 7.5 0.0 0.6 0.1 15.2 15.3 1.2 6.1 6.1
Prop In Lane 1.00 0.50 1.00 0.50 1.00 0.62 1.00 0.05
Lane Grp Cap(c), veh/h 229 0 80 431 0 281 440 772 731 319 872 910
V/C Ratio(X)0.07 0.00 0.13 0.74 0.00 0.08 0.01 0.75 0.76 0.24 0.36 0.36
Avail Cap(c_a), veh/h 352 0 548 431 0 639 589 1013 960 373 1017 1061
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 24.4 0.0 25.3 21.2 0.0 19.7 8.9 13.3 13.3 9.8 8.9 8.9
Incr Delay (d2), s/veh 0.1 0.0 0.7 6.9 0.0 0.1 0.0 2.3 2.5 0.4 0.3 0.2
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.2 0.0 0.1 4.4 0.0 0.2 0.0 5.6 5.3 0.4 2.0 2.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 24.5 0.0 26.0 28.1 0.0 19.8 8.9 15.6 15.8 10.2 9.1 9.1
LnGrp LOS C CC BABBBAA
Approach Vol, veh/h 26 343 1140 722
Approach Delay, s/veh 25.1 27.6 15.7 9.2
Approach LOS C C B A
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 8.0 28.4 12.0 7.1 4.9 31.5 5.6 13.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.1 31.4 7.5 18.0 5.0 31.5 5.0 20.5
Max Q Clear Time (g_c+I1), s 3.2 17.3 9.5 2.3 2.1 8.1 2.5 2.6
Green Ext Time (p_c), s 0.0 6.7 0.0 0.0 0.0 4.1 0.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 15.5
HCM 7th LOS B
HCM 7th TWSC Existing 2024
4: Idaho 33 & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Intersection
Int Delay, s/veh 5.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 60 50 70 30 50 5 60 190 40 1 175 65
Future Vol, veh/h 60 50 70 30 50 5 60 190 40 1 175 65
Conflicting Peds, #/hr000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length 150 - 150 ---------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96
Heavy Vehicles, % 111111111111
Mvmt Flow 63 52 73 31 52 5 63 198 42 1 182 68
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 567 583 216 554 596 219 250 0 0 240 0 0
Stage 1 218 218 - 344 344 -------
Stage 2 349 365 - 210 252 -------
Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.11 - - 4.11 - -
Critical Hdwy Stg 16.115.51-6.115.51-------
Critical Hdwy Stg 26.115.51-6.115.51-------
Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.209 - - 2.209 - -
Pot Cap-1 Maneuver 436 425 826 444 418 823 1321 - - 1333 - -
Stage 1 786 724 - 674 639 -------
Stage 2 669 625 - 794 700 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 358 402 826 335 395 823 1321 - - 1333 - -
Mov Cap-2 Maneuver 358 402 - 335 395 -------
Stage 1 786 724 - 637 604 -------
Stage 2 574 591 - 671 700 -------
Approach EB WB NB SB
HCM Control Delay, s/v13.78 17.21 1.63 0.03
HCM LOS B C
Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1 SBL SBT SBR
Capacity (veh/h)360 - - 358 402 826 383 7 - -
HCM Lane V/C Ratio 0.047 - - 0.175 0.13 0.088 0.231 0.001 - -
HCM Control Delay (s/veh) 7.9 0 - 17.2 15.3 9.8 17.2 7.7 0 -
HCM Lane LOS A A - C C A C A A -
HCM 95th %tile Q(veh) 0.1 - - 0.6 0.4 0.3 0.9 0 - -
Lanes, Volumes, Timings Projected 2025 without Project
1: N Salem Hwy & US 20 SB Ramps AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/14/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 0 295 1 35 195 280 0 0 545 105
Future Volume (vph)0 0 0 295 1 35 195 280 0 0 545 105
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 0 200 150 0 0 0
Storage Lanes 0 0 0 1 1 0 0 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1742 1416 913 1401
Travel Time (s)39.6 32.2 20.8 31.8
Turn Type Perm NA Perm pm+pt NA NA
Protected Phases 8 5 2 6
Permitted Phases 8 8 2
Detector Phase 88852 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 9.5 22.5 22.5
Total Split (s)23.0 23.0 23.0 14.0 57.0 43.0
Total Split (%)28.8% 28.8% 28.8% 17.5% 71.3%53.8%
Maximum Green (s)18.5 18.5 18.5 9.5 52.5 38.5
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None Min Min
Walk Time (s)7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s)11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr)0 0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 71.1
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: N Salem Hwy & US 20 SB Ramps
HCM 7th Signalized Intersection Summary Projected 2025 without Project
1: N Salem Hwy & US 20 SB Ramps AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/14/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 0 0 0 295 1 35 195 280 0 0 545 105
Future Volume (veh/h) 0 0 0 295 1 35 195 280 0 0 545 105
Initial Q (Qb), veh 000000000
Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1826 1826 0 0 1870 1870
Adj Flow Rate, veh/h 321 1 38 212 304 0 0 592 114
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, %333550022
Cap, veh/h 395 1 352 363 1141 0 0 696 134
Arrive On Green 0.22 0.22 0.22 0.09 0.62 0.00 0.00 0.46 0.46
Sat Flow, veh/h 1762 5 1572 1739 1826 0 0 1524 293
Grp Volume(v), veh/h 322038212304000706
Grp Sat Flow(s),veh/h/ln 1767 0 1572 1739 18260001818
Q Serve(g_s), s 10.3 0.0 1.1 3.4 4.5 0.0 0.0 0.0 20.5
Cycle Q Clear(g_c), s 10.3 0.0 1.1 3.4 4.5 0.0 0.0 0.0 20.5
Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.16
Lane Grp Cap(c), veh/h 396 0 352 363 1141000830
V/C Ratio(X)0.81 0.00 0.11 0.58 0.27 0.00 0.00 0.00 0.85
Avail Cap(c_a), veh/h 550048948016120001177
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 21.9 0.0 18.3 11.8 5.0 0.0 0.0 0.0 14.4
Incr Delay (d2), s/veh 6.5 0.0 0.1 1.5 0.1 0.0 0.0 0.0 4.3
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.6 0.0 0.4 1.2 1.2 0.0 0.0 0.0 8.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 28.4 0.0 18.5 13.3 5.1 0.0 0.0 0.0 18.7
LnGrp LOS C B B A B
Approach Vol, veh/h 360 516 706
Approach Delay, s/veh 27.3 8.5 18.7
Approach LOS C A B
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 41.6 10.0 31.7 17.8
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 52.5 9.5 38.5 18.5
Max Q Clear Time (g_c+I1), s 6.5 5.4 22.5 12.3
Green Ext Time (p_c), s 2.0 0.2 4.6 1.1
Intersection Summary
HCM 7th Control Delay, s/veh 17.3
HCM 7th LOS B
Lanes, Volumes, Timings Projected 2025 without Project
2: N Salem Hwy & US 20 NB Ramps AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/14/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 8553500000395170358050
Future Volume (vph) 8553500000395170358050
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 100 0 0 0 0 150 0
Storage Lanes 1 1 0 0 0 1 1 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1724 1826 2783 913
Travel Time (s)39.2 41.5 63.3 20.8
Turn Type Perm NA NA Perm pm+pt NA
Protected Phases 4 2 1 6
Permitted Phases 4 2 6
Detector Phase 4 4 2 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 22.5 9.5 22.5
Total Split (s)29.0 29.0 41.5 41.5 9.5 51.0
Total Split (%)36.3% 36.3%51.9% 51.9% 11.9% 63.8%
Maximum Green (s) 24.5 24.5 37.0 37.0 5.0 46.5
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None Min Min None Min
Walk Time (s)7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 60
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Splits and Phases: 2: N Salem Hwy & US 20 NB Ramps
HCM 7th Signalized Intersection Summary Projected 2025 without Project
2: N Salem Hwy & US 20 NB Ramps AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/14/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 8553500000395170358050
Future Volume (veh/h) 8553500000395170358050
Initial Q (Qb), veh 000 000000
Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1826 1826 1826 0 1841 1841 1870 1870 0
Adj Flow Rate, veh/h 92 5 271 0 429 131 38 875 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 555 044220
Cap, veh/h 418 7 366 0 809 685 451 1073 0
Arrive On Green 0.24 0.24 0.24 0.00 0.44 0.44 0.04 0.57 0.00
Sat Flow, veh/h 1739 28 1524 0 1841 1560 1781 1870 0
Grp Volume(v), veh/h 92 0 276 0 429 131 38 875 0
Grp Sat Flow(s),veh/h/ln 1739 0 1552 0 1841 1560 1781 1870 0
Q Serve(g_s), s 2.1 0.0 8.0 0.0 8.2 2.5 0.5 18.1 0.0
Cycle Q Clear(g_c), s 2.1 0.0 8.0 0.0 8.2 2.5 0.5 18.1 0.0
Prop In Lane 1.00 0.98 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 418 0 373 0 809 685 451 1073 0
V/C Ratio(X)0.22 0.00 0.74 0.00 0.53 0.19 0.08 0.82 0.00
Avail Cap(c_a), veh/h 880 0 786 0 1407 1193 561 1797 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 14.7 0.0 17.0 0.0 9.9 8.3 6.8 8.3 0.0
Incr Delay (d2), s/veh 0.3 0.0 2.9 0.0 0.5 0.1 0.1 1.6 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.7 0.0 2.8 0.0 2.7 0.7 0.1 5.2 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 15.0 0.0 19.9 0.0 10.5 8.4 6.9 9.8 0.0
LnGrp LOS B B BAAA
Approach Vol, veh/h 368 560 913
Approach Delay, s/veh 18.7 10.0 9.7
Approach LOS B A A
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 6.5 25.8 16.1 32.3
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 37.0 24.5 46.5
Max Q Clear Time (g_c+I1), s 2.5 10.2 10.0 20.1
Green Ext Time (p_c), s 0.0 3.3 1.8 7.6
Intersection Summary
HCM 7th Control Delay, s/veh 11.6
HCM 7th LOS B
Lanes, Volumes, Timings Projected 2025 without Project
3: N 2nd E/N Salem Hwy & E Moody Rd AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/14/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)10 10 20 115 20 105 55 430 125 105 845 25
Future Volume (vph)10 10 20 115 20 105 55 430 125 105 845 25
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)150 0 200 0 150 0 125 0
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1579 2678 2125 2783
Travel Time (s)35.9 60.9 48.3 63.3
Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases4826
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s)10.0 22.6 11.0 23.6 10.0 35.9 10.5 36.4
Total Split (%)12.5% 28.3% 13.8% 29.5% 12.5% 44.9% 13.1% 45.5%
Maximum Green (s)5.5 18.1 6.5 19.1 5.5 31.4 6.0 31.9
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None None Min None Min
Walk Time (s)7.0 7.0 7.0 7.0
Flash Don't Walk (s)11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr)0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 49.1
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: N 2nd E/N Salem Hwy & E Moody Rd
HCM 7th Signalized Intersection Summary Projected 2025 without Project
3: N 2nd E/N Salem Hwy & E Moody Rd AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/14/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 10 10 20 115 20 105 55 430 125 105 845 25
Future Volume (veh/h) 10 10 20 115 20 105 55 430 125 105 845 25
Initial Q (Qb), veh 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1856 1856 1856 1841 1841 1841 1870 1870 1870
Adj Flow Rate, veh/h 11 11 21 121 21 58 58 453 132 111 889 26
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 111333444222
Cap, veh/h 296 50 95 400 68 189 360 954 276 489 1346 39
Arrive On Green 0.01 0.09 0.09 0.09 0.16 0.16 0.06 0.36 0.36 0.08 0.38 0.38
Sat Flow, veh/h 1795 580 1106 1767 436 1203 1753 2676 774 1781 3526 103
Grp Volume(v), veh/h 11 0 32 121 0 79 58 295 290 111 448 467
Grp Sat Flow(s),veh/h/ln 1795 0 1686 1767 0 1639 1753 1749 1701 1781 1777 1852
Q Serve(g_s), s 0.3 0.0 0.8 2.8 0.0 2.0 0.9 6.0 6.1 1.7 9.6 9.6
Cycle Q Clear(g_c), s 0.3 0.0 0.8 2.8 0.0 2.0 0.9 6.0 6.1 1.7 9.6 9.6
Prop In Lane 1.00 0.66 1.00 0.73 1.00 0.45 1.00 0.06
Lane Grp Cap(c), veh/h 296 0 144 400 0 257 360 623 606 489 678 707
V/C Ratio(X)0.04 0.00 0.22 0.30 0.00 0.31 0.16 0.47 0.48 0.23 0.66 0.66
Avail Cap(c_a), veh/h 484 0 662 498 0 679 469 1191 1158 574 1229 1281
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 18.8 0.0 19.7 16.4 0.0 17.2 9.1 11.5 11.5 8.2 11.8 11.8
Incr Delay (d2), s/veh 0.1 0.0 0.8 0.4 0.0 0.7 0.2 0.6 0.6 0.2 1.1 1.1
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.1 0.0 0.3 1.0 0.0 0.7 0.3 2.0 2.0 0.5 3.2 3.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 18.8 0.0 20.4 16.8 0.0 17.9 9.3 12.0 12.1 8.5 12.9 12.8
LnGrp LOS B CB BABBABB
Approach Vol, veh/h 43 200 643 1026
Approach Delay, s/veh 20.0 17.2 11.8 12.4
Approach LOS C B B B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 8.3 20.9 8.4 8.5 7.1 22.1 5.2 11.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 6.0 31.4 6.5 18.1 5.5 31.9 5.5 19.1
Max Q Clear Time (g_c+I1), s 3.7 8.1 4.8 2.8 2.9 11.6 2.3 4.0
Green Ext Time (p_c), s 0.0 3.8 0.0 0.1 0.0 6.0 0.0 0.3
Intersection Summary
HCM 7th Control Delay, s/veh 12.9
HCM 7th LOS B
HCM 7th TWSC Projected 2025 without Project
4: Idaho 33 & E Moody Rd AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/14/2024
Intersection
Int Delay, s/veh 4.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 30 30 15 35 60 5 45 110 25 1 205 60
Future Vol, veh/h 30 30 15 35 60 5 45 110 25 1 205 60
Conflicting Peds, #/hr000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length 150 - 150 ---------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 111111222111
Mvmt Flow 33 33 16 38 65 5 49 120 27 1 223 65
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 508 502 255 472 521 133 288 0 0 147 0 0
Stage 1 258 258 - 231 231 -------
Stage 2 250 245 - 241 290 -------
Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.12 - - 4.11 - -
Critical Hdwy Stg 16.115.51-6.115.51-------
Critical Hdwy Stg 26.115.51-6.115.51-------
Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.218 - - 2.209 - -
Pot Cap-1 Maneuver 477 473 786 504 461 919 1274 - - 1441 - -
Stage 1 749 696 - 774 715 -------
Stage 2 756 706 - 764 674 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 389 453 786 439 441 919 1274 - - 1441 - -
Mov Cap-2 Maneuver 389 453 - 439 441 -------
Stage 1 749 696 - 742 685 -------
Stage 2 652 676 - 713 673 -------
Approach EB WB NB SB
HCM Control Delay, s/v 13.4 15.45 1.98 0.03
HCM LOS B C
Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1 SBL SBT SBR
Capacity (veh/h)434 - - 389 453 786 452 6 - -
HCM Lane V/C Ratio 0.038 - - 0.084 0.072 0.021 0.24 0.001 - -
HCM Control Delay (s/veh) 7.9 0 - 15.1 13.6 9.7 15.5 7.5 0 -
HCM Lane LOS A A - C B A C A A -
HCM 95th %tile Q(veh) 0.1 - - 0.3 0.2 0.1 0.9 0 - -
Lanes, Volumes, Timings Projected 2025 without Project
1: N Salem Hwy & US 20 SB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 0 260 1 25 380 475 0 0 375 70
Future Volume (vph)0 0 0 260 1 25 380 475 0 0 375 70
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 0 200 150 0 0 0
Storage Lanes 0 0 0 1 1 0 0 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1742 1416 913 1401
Travel Time (s)39.6 32.2 20.8 31.8
Turn Type Perm NA Perm pm+pt NA NA
Protected Phases 8 5 2 6
Permitted Phases 8 8 2
Detector Phase 88852 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 9.5 22.5 22.5
Total Split (s)22.8 22.8 22.8 24.0 57.2 33.2
Total Split (%)28.5% 28.5% 28.5% 30.0% 71.5%41.5%
Maximum Green (s)18.3 18.3 18.3 19.5 52.7 28.7
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None Min Min
Walk Time (s)7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s)11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr)0 0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 67.4
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: N Salem Hwy & US 20 SB Ramps
HCM 7th Signalized Intersection Summary Projected 2025 without Project
1: N Salem Hwy & US 20 SB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 0 0 0 260 1 25 380 475 0 0 375 70
Future Volume (veh/h) 0 0 0 260 1 25 380 475 0 0 375 70
Initial Q (Qb), veh 000000000
Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1885 1885
Adj Flow Rate, veh/h 280 1 27 409 511 0 0 403 75
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93
Percent Heavy Veh, %222220011
Cap, veh/h 370 1 330 570 1143 0 0 511 95
Arrive On Green 0.21 0.21 0.21 0.19 0.61 0.00 0.00 0.33 0.33
Sat Flow, veh/h 1775 6 1585 1781 1870 0 0 1546 288
Grp Volume(v), veh/h 281027409511000478
Grp Sat Flow(s),veh/h/ln 1782 0 1585 1781 18700001833
Q Serve(g_s), s 7.4 0.0 0.7 6.5 7.3 0.0 0.0 0.0 11.8
Cycle Q Clear(g_c), s 7.4 0.0 0.7 6.5 7.3 0.0 0.0 0.0 11.8
Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.16
Lane Grp Cap(c), veh/h 371 0 330 570 1143000606
V/C Ratio(X)0.76 0.00 0.08 0.72 0.45 0.00 0.00 0.00 0.79
Avail Cap(c_a), veh/h 654058292819770001055
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 18.6 0.0 15.9 9.2 5.2 0.0 0.0 0.0 15.1
Incr Delay (d2), s/veh 3.2 0.0 0.1 1.7 0.3 0.0 0.0 0.0 2.3
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.0 0.0 0.2 1.9 1.8 0.0 0.0 0.0 4.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 21.7 0.0 16.0 10.9 5.5 0.0 0.0 0.0 17.5
LnGrp LOS C B B A B
Approach Vol, veh/h 308 920 478
Approach Delay, s/veh 21.2 7.9 17.5
Approach LOS C A B
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 35.0 14.0 21.0 14.9
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 52.7 19.5 28.7 18.3
Max Q Clear Time (g_c+I1), s 9.3 8.5 13.8 9.4
Green Ext Time (p_c), s 3.8 1.0 2.7 1.1
Intersection Summary
HCM 7th Control Delay, s/veh 13.0
HCM 7th LOS B
Lanes, Volumes, Timings Projected 2025 without Project
2: N Salem Hwy & US 20 NB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 10013000000755355355950
Future Volume (vph) 10013000000755355355950
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 100 0 0 0 0 150 0
Storage Lanes 1 1 0 0 0 1 1 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1724 1826 2783 913
Travel Time (s)39.2 41.5 63.3 20.8
Turn Type Perm NA NA Perm pm+pt NA
Protected Phases 4 2 1 6
Permitted Phases 4 2 6
Detector Phase 4 4 2 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 22.5 9.5 22.5
Total Split (s)24.4 24.4 46.1 46.1 9.5 55.6
Total Split (%)30.5% 30.5%57.6% 57.6% 11.9% 69.5%
Maximum Green (s) 19.9 19.9 41.6 41.6 5.0 51.1
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None Min Min None Min
Walk Time (s)7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 56.3
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Splits and Phases: 2: N Salem Hwy & US 20 NB Ramps
HCM 7th Signalized Intersection Summary Projected 2025 without Project
2: N Salem Hwy & US 20 NB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 10013000000755355355950
Future Volume (veh/h) 10013000000755355355950
Initial Q (Qb), veh 000 000000
Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1885 1885 1870 1870 0
Adj Flow Rate, veh/h 109 1 65 0 821 207 38 647 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 222 011220
Cap, veh/h 182 2 160 0 1046 887 351 1304 0
Arrive On Green 0.10 0.10 0.10 0.00 0.55 0.55 0.04 0.70 0.00
Sat Flow, veh/h 1781 24 1565 0 1885 1598 1781 1870 0
Grp Volume(v), veh/h 109 0 66 0 821 207 38 647 0
Grp Sat Flow(s),veh/h/ln 1781 0 1589 0 1885 1598 1781 1870 0
Q Serve(g_s), s 2.6 0.0 1.7 0.0 15.4 3.0 0.4 7.2 0.0
Cycle Q Clear(g_c), s 2.6 0.0 1.7 0.0 15.4 3.0 0.4 7.2 0.0
Prop In Lane 1.00 0.98 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 182 0 162 0 1046 887 351 1304 0
V/C Ratio(X)0.60 0.00 0.41 0.00 0.78 0.23 0.11 0.50 0.00
Avail Cap(c_a), veh/h 790 0 704 0 1747 1481 475 2130 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 19.3 0.0 18.9 0.0 7.9 5.1 6.6 3.1 0.0
Incr Delay (d2), s/veh 3.1 0.0 1.6 0.0 1.3 0.1 0.1 0.3 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 1.1 0.0 0.6 0.0 4.3 0.7 0.1 1.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 22.4 0.0 20.5 0.0 9.2 5.2 6.7 3.4 0.0
LnGrp LOS C C AAAA
Approach Vol, veh/h 175 1028 685
Approach Delay, s/veh 21.7 8.4 3.6
Approach LOS C A A
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 6.4 29.4 9.1 35.8
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 41.6 19.9 51.1
Max Q Clear Time (g_c+I1), s 2.4 17.4 4.6 9.2
Green Ext Time (p_c), s 0.0 7.5 0.5 5.2
Intersection Summary
HCM 7th Control Delay, s/veh 7.9
HCM 7th LOS A
Lanes, Volumes, Timings Projected 2025 without Project
3: N 2nd E/N Salem Hwy & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)30 15 35 310 20 135 40 770 405 105 615 30
Future Volume (vph)30 15 35 310 20 135 40 770 405 105 615 30
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)150 0 200 0 150 0 125 0
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1579 2678 2125 2783
Travel Time (s)35.9 60.9 48.3 63.3
Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases4826
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s)9.5 22.5 12.0 25.0 9.5 35.9 9.6 36.0
Total Split (%)11.9% 28.1% 15.0% 31.3% 11.9% 44.9% 12.0% 45.0%
Maximum Green (s)5.0 18.0 7.5 20.5 5.0 31.4 5.1 31.5
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None None Min None Min
Walk Time (s)7.0 7.0 7.0 7.0
Flash Don't Walk (s)11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr)0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 59.1
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: N 2nd E/N Salem Hwy & E Moody Rd
HCM 7th Signalized Intersection Summary Projected 2025 without Project
3: N 2nd E/N Salem Hwy & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 30 15 35 310 20 135 40 770 405 105 615 30
Future Volume (veh/h) 30 15 35 310 20 135 40 770 405 105 615 30
Initial Q (Qb), veh 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1841 1841 1841 1885 1885 1885 1885 1885 1870 1885 1885 1885
Adj Flow Rate, veh/h 33 16 0 337 22 17 43 837 358 114 668 33
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 444111112111
Cap, veh/h 270 119 0 427 153 118 450 1064 453 315 1610 80
Arrive On Green 0.04 0.06 0.00 0.13 0.16 0.16 0.04 0.44 0.44 0.07 0.46 0.46
Sat Flow, veh/h 1753 1841 0 1795 986 762 1795 2446 1042 1795 3474 171
Grp Volume(v), veh/h 33 16 0 337 0 39 43 612 583 114 344 357
Grp Sat Flow(s),veh/h/ln 1753 1841 0 1795 0 1748 1795 1791 1698 1795 1791 1854
Q Serve(g_s), s 1.0 0.5 0.0 7.5 0.0 1.1 0.8 17.4 17.6 2.0 7.6 7.6
Cycle Q Clear(g_c), s 1.0 0.5 0.0 7.5 0.0 1.1 0.8 17.4 17.6 2.0 7.6 7.6
Prop In Lane 1.00 0.00 1.00 0.44 1.00 0.61 1.00 0.09
Lane Grp Cap(c), veh/h 270 119 0 427 0 272 450 779 739 315 830 860
V/C Ratio(X)0.12 0.13 0.00 0.79 0.00 0.14 0.10 0.79 0.79 0.36 0.41 0.42
Avail Cap(c_a), veh/h 356 558 0 427 0 603 525 946 897 341 949 983
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 24.5 26.2 0.0 22.9 0.0 21.7 8.6 14.4 14.4 11.2 10.6 10.6
Incr Delay (d2), s/veh 0.2 0.5 0.0 9.6 0.0 0.2 0.1 3.6 4.0 0.7 0.3 0.3
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.4 0.2 0.0 5.6 0.0 0.5 0.3 6.8 6.5 0.7 2.6 2.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 24.7 26.7 0.0 32.5 0.0 21.9 8.7 18.0 18.4 11.8 10.9 10.9
LnGrp LOS CC C CABBBBB
Approach Vol, veh/h 49 376 1238 815
Approach Delay, s/veh 25.4 31.4 17.9 11.0
Approach LOS C C B B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 8.7 30.3 12.0 8.3 7.0 32.0 6.6 13.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.1 31.4 7.5 18.0 5.0 31.5 5.0 20.5
Max Q Clear Time (g_c+I1), s 4.0 19.6 9.5 2.5 2.8 9.6 3.0 3.1
Green Ext Time (p_c), s 0.0 6.3 0.0 0.0 0.0 4.4 0.0 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 17.8
HCM 7th LOS B
HCM 7th TWSC Projected 2025 without Project
4: Idaho 33 & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Intersection
Int Delay, s/veh 6.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 70 60 70 30 60 5 65 195 40 1 180 80
Future Vol, veh/h 70 60 70 30 60 5 65 195 40 1 180 80
Conflicting Peds, #/hr000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length 150 - 150 ---------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96
Heavy Vehicles, % 111111111111
Mvmt Flow 73 63 73 31 63 5 68 203 42 1 188 83
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 601 611 229 580 632 224 271 0 0 245 0 0
Stage 1 231 231 - 359 359 -------
Stage 2 370 380 - 221 273 -------
Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.11 - - 4.11 - -
Critical Hdwy Stg 16.115.51-6.115.51-------
Critical Hdwy Stg 26.115.51-6.115.51-------
Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.209 - - 2.209 - -
Pot Cap-1 Maneuver 414 410 813 427 399 818 1298 - - 1327 - -
Stage 1 774 715 - 661 629 -------
Stage 2 652 616 - 784 686 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 325 385 813 309 374 818 1298 - - 1327 - -
Mov Cap-2 Maneuver 325 385 - 309 374 -------
Stage 1 773 714 - 621 590 -------
Stage 2 544 578 - 650 685 -------
Approach EB WB NB SB
HCM Control Delay, s/v15.05 18.73 1.72 0.03
HCM LOS C C
Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1 SBL SBT SBR
Capacity (veh/h)377 - - 325 385 813 360 6 - -
HCM Lane V/C Ratio 0.052 - - 0.225 0.163 0.09 0.275 0.001 - -
HCM Control Delay (s/veh) 7.9 0 - 19.3 16.2 9.9 18.7 7.7 0 -
HCM Lane LOS A A - C C A C A A -
HCM 95th %tile Q(veh) 0.2 - - 0.8 0.6 0.3 1.1 0 - -
Lanes, Volumes, Timings Projected 2025 with Project
1: N Salem Hwy & US 20 SB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 0 325 1 35 225 290 0 0 560 105
Future Volume (vph)0 0 0 325 1 35 225 290 0 0 560 105
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 0 200 150 0 0 0
Storage Lanes 0 0 0 1 1 0 0 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1742 1416 913 1401
Travel Time (s)39.6 32.2 20.8 31.8
Turn Type Perm NA Perm pm+pt NA NA
Protected Phases 8 5 2 6
Permitted Phases 8 8 2
Detector Phase 88852 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 9.5 22.5 22.5
Total Split (s)23.0 23.0 23.0 14.0 57.0 43.0
Total Split (%)28.8% 28.8% 28.8% 17.5% 71.3%53.8%
Maximum Green (s)18.5 18.5 18.5 9.5 52.5 38.5
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None Min Min
Walk Time (s)7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s)11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr)0 0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 73.6
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: N Salem Hwy & US 20 SB Ramps
HCM 7th Signalized Intersection Summary Projected 2025 with Project
1: N Salem Hwy & US 20 SB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 0 0 0 325 1 35 225 290 0 0 560 105
Future Volume (veh/h) 0 0 0 325 1 35 225 290 0 0 560 105
Initial Q (Qb), veh 000000000
Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1826 1826 0 0 1870 1870
Adj Flow Rate, veh/h 353 1 38 245 315 0 0 609 114
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, %333550022
Cap, veh/h 415 1 370 355 1143 0 0 699 131
Arrive On Green 0.24 0.24 0.24 0.10 0.63 0.00 0.00 0.46 0.46
Sat Flow, veh/h 1762 5 1572 1739 1826 0 0 1532 287
Grp Volume(v), veh/h 354038245315000723
Grp Sat Flow(s),veh/h/ln 1767 0 1572 1739 18260001819
Q Serve(g_s), s 12.4 0.0 1.2 4.4 5.1 0.0 0.0 0.0 23.3
Cycle Q Clear(g_c), s 12.4 0.0 1.2 4.4 5.1 0.0 0.0 0.0 23.3
Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.16
Lane Grp Cap(c), veh/h 416 0 370 355 1143000830
V/C Ratio(X)0.85 0.00 0.10 0.69 0.28 0.00 0.00 0.00 0.87
Avail Cap(c_a), veh/h 503044843514760001078
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 23.7 0.0 19.5 13.2 5.5 0.0 0.0 0.0 15.9
Incr Delay (d2), s/veh 11.3 0.0 0.1 3.5 0.1 0.0 0.0 0.0 6.4
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 6.1 0.0 0.4 1.8 1.5 0.0 0.0 0.0 9.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 35.1 0.0 19.6 16.7 5.6 0.0 0.0 0.0 22.3
LnGrp LOS D B B A C
Approach Vol, veh/h 392 560 723
Approach Delay, s/veh 33.6 10.5 22.3
Approach LOS C B C
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 45.2 11.0 34.1 19.8
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 52.5 9.5 38.5 18.5
Max Q Clear Time (g_c+I1), s 7.1 6.4 25.3 14.4
Green Ext Time (p_c), s 2.1 0.2 4.3 0.9
Intersection Summary
HCM 7th Control Delay, s/veh 21.0
HCM 7th LOS C
Lanes, Volumes, Timings Projected 2025 with Project
2: N Salem Hwy & US 20 NB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 8553850000430190358500
Future Volume (vph) 8553850000430190358500
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 100 0 0 0 0 150 0
Storage Lanes 1 1 0 0 0 1 1 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1724 1826 2783 913
Travel Time (s)39.2 41.5 63.3 20.8
Turn Type Perm NA NA Perm pm+pt NA
Protected Phases 4 2 1 6
Permitted Phases 4 2 6
Detector Phase 4 4 2 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 22.5 9.5 22.5
Total Split (s)29.0 29.0 41.5 41.5 9.5 51.0
Total Split (%)36.3% 36.3%51.9% 51.9% 11.9% 63.8%
Maximum Green (s) 24.5 24.5 37.0 37.0 5.0 46.5
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None Min Min None Min
Walk Time (s)7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 66.5
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Splits and Phases: 2: N Salem Hwy & US 20 NB Ramps
HCM 7th Signalized Intersection Summary Projected 2025 with Project
2: N Salem Hwy & US 20 NB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 8553850000430190358500
Future Volume (veh/h) 8553850000430190358500
Initial Q (Qb), veh 000 000000
Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1826 1826 1826 0 1841 1841 1870 1870 0
Adj Flow Rate, veh/h 92 5 315 0 467 93 38 924 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 555 044220
Cap, veh/h 452 6 397 0 849 719 434 1086 0
Arrive On Green 0.26 0.26 0.26 0.00 0.46 0.46 0.04 0.58 0.00
Sat Flow, veh/h 1739 24 1527 0 1841 1560 1781 1870 0
Grp Volume(v), veh/h 92 0 320 0 467 93 38 924 0
Grp Sat Flow(s),veh/h/ln 1739 0 1551 0 1841 1560 1781 1870 0
Q Serve(g_s), s 2.3 0.0 10.9 0.0 10.3 1.9 0.6 23.1 0.0
Cycle Q Clear(g_c), s 2.3 0.0 10.9 0.0 10.3 1.9 0.6 23.1 0.0
Prop In Lane 1.00 0.98 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 452 0 403 0 849 719 434 1086 0
V/C Ratio(X)0.20 0.00 0.79 0.00 0.55 0.13 0.09 0.85 0.00
Avail Cap(c_a), veh/h 755 0 673 0 1206 1022 521 1540 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 16.3 0.0 19.5 0.0 11.0 8.7 7.6 9.8 0.0
Incr Delay (d2), s/veh 0.2 0.0 3.6 0.0 0.6 0.1 0.1 3.4 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.9 0.0 3.9 0.0 3.6 0.6 0.2 7.7 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 16.5 0.0 23.0 0.0 11.5 8.8 7.7 13.2 0.0
LnGrp LOS B C BAAB
Approach Vol, veh/h 412 560 962
Approach Delay, s/veh 21.6 11.1 13.0
Approach LOS C B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 6.7 30.5 19.2 37.3
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 37.0 24.5 46.5
Max Q Clear Time (g_c+I1), s 2.6 12.3 12.9 25.1
Green Ext Time (p_c), s 0.0 3.4 1.9 7.7
Intersection Summary
HCM 7th Control Delay, s/veh 14.3
HCM 7th LOS B
Lanes, Volumes, Timings Projected 2025 with Project
3: N 2nd E/N Salem Hwy & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)10 10 20 125 20 145 55 445 125 175 860 25
Future Volume (vph)10 10 20 125 20 145 55 445 125 175 860 25
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)150 0 200 0 150 0 125 0
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1579 818 765 2783
Travel Time (s)35.9 18.6 17.4 63.3
Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases4826
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s)10.0 22.6 11.0 23.6 10.0 35.9 10.5 36.4
Total Split (%)12.5% 28.3% 13.8% 29.5% 12.5% 44.9% 13.1% 45.5%
Maximum Green (s)5.5 18.1 6.5 19.1 5.5 31.4 6.0 31.9
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None None Min None Min
Walk Time (s)7.0 7.0 7.0 7.0
Flash Don't Walk (s)11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr)0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 48.7
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: N 2nd E/N Salem Hwy & E Moody Rd
HCM 7th Signalized Intersection Summary Projected 2025 with Project
3: N 2nd E/N Salem Hwy & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 10 10 20 125 20 145 55 445 125 175 860 25
Future Volume (veh/h) 10 10 20 125 20 145 55 445 125 175 860 25
Initial Q (Qb), veh 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1856 1856 1856 1841 1841 1841 1870 1870 1870
Adj Flow Rate, veh/h 11 11 0 132 21 16 58 468 100 184 905 26
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 111333444222
Cap, veh/h 267 109 0 394 132 100 369 1001 213 526 1382 40
Arrive On Green 0.01 0.06 0.00 0.09 0.13 0.13 0.06 0.35 0.35 0.10 0.39 0.39
Sat Flow, veh/h 1795 1885 0 1767 977 744 1753 2870 609 1781 3528 101
Grp Volume(v), veh/h 11 11 0 132 0 37 58 284 284 184 456 475
Grp Sat Flow(s),veh/h/ln 1795 1885 0 1767 0 1722 1753 1749 1731 1781 1777 1852
Q Serve(g_s), s 0.3 0.2 0.0 3.0 0.0 0.9 0.9 5.7 5.7 2.8 9.4 9.4
Cycle Q Clear(g_c), s 0.3 0.2 0.0 3.0 0.0 0.9 0.9 5.7 5.7 2.8 9.4 9.4
Prop In Lane 1.00 0.00 1.00 0.43 1.00 0.35 1.00 0.05
Lane Grp Cap(c), veh/h 267 109 0 394 0 232 369 610 604 526 696 726
V/C Ratio(X)0.04 0.10 0.00 0.33 0.00 0.16 0.16 0.47 0.47 0.35 0.65 0.65
Avail Cap(c_a), veh/h 461 762 0 490 0 734 484 1226 1214 586 1266 1319
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 19.4 20.0 0.0 16.7 0.0 17.1 8.9 11.3 11.4 8.0 11.1 11.1
Incr Delay (d2), s/veh 0.1 0.4 0.0 0.5 0.0 0.3 0.2 0.6 0.6 0.4 1.1 1.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.1 0.1 0.0 1.1 0.0 0.3 0.3 1.9 1.9 0.9 3.1 3.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 19.5 20.4 0.0 17.2 0.0 17.5 9.1 11.9 11.9 8.4 12.2 12.2
LnGrp LOS BC B BABBABB
Approach Vol, veh/h 22 169 626 1115
Approach Delay, s/veh 19.9 17.3 11.6 11.6
Approach LOS BBBB
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.0 20.1 8.6 7.1 7.1 22.0 5.1 10.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 6.0 31.4 6.5 18.1 5.5 31.9 5.5 19.1
Max Q Clear Time (g_c+I1), s 4.8 7.7 5.0 2.2 2.9 11.4 2.3 2.9
Green Ext Time (p_c), s 0.1 3.6 0.0 0.0 0.0 6.1 0.0 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 12.2
HCM 7th LOS B
HCM 7th TWSC Projected 2025 with Project
4: Idaho 33 & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Intersection
Int Delay, s/veh 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 40 35 15 35 65 5 45 110 25 1 205 75
Future Vol, veh/h 40 35 15 35 65 5 45 110 25 1 205 75
Conflicting Peds, #/hr000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length 150 - 150 ---------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 111111222111
Mvmt Flow 43 38 16 38 71 5 49 120 27 1 223 82
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 518 510 264 475 538 133 304 0 0 147 0 0
Stage 1 266 266 - 231 231 -------
Stage 2 253 245 - 244 307 -------
Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.12 - - 4.11 - -
Critical Hdwy Stg 16.115.51-6.115.51-------
Critical Hdwy Stg 26.115.51-6.115.51-------
Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.218 - - 2.209 - -
Pot Cap-1 Maneuver 469 468 777 502 451 919 1256 - - 1441 - -
Stage 1 742 691 - 774 715 -------
Stage 2 754 706 - 762 663 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 376 447 777 431 432 919 1256 - - 1441 - -
Mov Cap-2 Maneuver 376 447 - 431 432 -------
Stage 1 741 690 - 741 685 -------
Stage 2 643 676 - 704 662 -------
Approach EB WB NB SB
HCM Control Delay, s/v14.02 15.93 2 0.03
HCM LOS B C
Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1 SBL SBT SBR
Capacity (veh/h)434 - - 376 447 777 443 6 - -
HCM Lane V/C Ratio 0.039 - - 0.116 0.085 0.021 0.258 0.001 - -
HCM Control Delay (s/veh) 8 0 - 15.8 13.8 9.7 15.9 7.5 0 -
HCM Lane LOS A A - C B A C A A -
HCM 95th %tile Q(veh) 0.1 - - 0.4 0.3 0.1 1 0 - -
HCM 7th TWSC Projected 2025 with Project
5: Site Drwy/Walmart Drwy & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Intersection
Int Delay, s/veh 3.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 20 85 55 20 155 15 65 1 10 10 1 15
Future Vol, veh/h 20 85 55 20 155 15 65 1 10 10 1 15
Conflicting Peds, #/hr000000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length 100 - - 100 ----50--50
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 222222222222
Mvmt Flow 22 92 60 22 168 16 71 1 11 11 1 16
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 185 0 0 152 0 0 378 394 122 357 416 177
Stage 1 ------166166-220220-
Stage 2 ------213228-136196-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1390 - - 1429 - - 579 542 929 599 527 866
Stage 1 ------836761-782721-
Stage 2 ------790715-867739-
Platoon blocked, %- -- -
Mov Cap-1 Maneuver 1390 - - 1429 - - 550 526 929 572 511 866
Mov Cap-2 Maneuver ------550526-572511-
Stage 1 ------823749-770710-
Stage 2 ------762704-842727-
Approach EB WB NB SB
HCM Control Delay, s/v 0.95 0.8 12.06 10.19
HCM LOS B B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2
Capacity (veh/h)549 929 1390 - - 1429 - - 566 866
HCM Lane V/C Ratio 0.131 0.012 0.016 - - 0.015 - - 0.021 0.019
HCM Control Delay (s/veh) 12.5 8.9 7.6 - - 7.6 - - 11.5 9.2
HCM Lane LOS B A A - - A - - B A
HCM 95th %tile Q(veh) 0.4 0 0 - - 0 - - 0.1 0.1
HCM 7th TWSC Projected 2025 with Project
6: Site Drwy & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Intersection
Int Delay, s/veh 0.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 80 20 0 190 0 5
Future Vol, veh/h 8020019005
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 87 22 0 207 0 5
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 98
Stage 1 ------
Stage 2 ------
Critical Hdwy -----6.22
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.318
Pot Cap-1 Maneuver - - 0 - 0 958
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - --
Mov Cap-1 Maneuver -----958
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s/v 0 0 8.78
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h)958 - - -
HCM Lane V/C Ratio 0.006 - - -
HCM Control Delay (s/veh) 8.8 - - -
HCM Lane LOS A - - -
HCM 95th %tile Q(veh) 0 - - -
HCM 7th TWSC Projected 2025 with Project
7: Site Drwy & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Intersection
Int Delay, s/veh 0.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 85 5 0 190 0 5
Future Vol, veh/h 85 5 0 190 0 5
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 925020705
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 95
Stage 1 ------
Stage 2 ------
Critical Hdwy -----6.22
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.318
Pot Cap-1 Maneuver - - 0 - 0 962
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - --
Mov Cap-1 Maneuver -----962
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s/v 0 0 8.77
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h)962 - - -
HCM Lane V/C Ratio 0.006 - - -
HCM Control Delay (s/veh) 8.8 - - -
HCM Lane LOS A - - -
HCM 95th %tile Q(veh) 0 - - -
HCM 7th TWSC Projected 2025 with Project
8: N 2nd E & Site Drwy PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Intersection
Int Delay, s/veh 0.2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 5 15 610 25 15 970
Future Vol, veh/h 5 15 610 25 15 970
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 100 0 - - 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 5 16 663 27 16 1054
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1236 345 0 0 690 0
Stage 1 677 -----
Stage 2 560 -----
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 15.84-----
Critical Hdwy Stg 25.84-----
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 168 651 - - 900 -
Stage 1 466 -----
Stage 2 536 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 165 651 - - 900 -
Mov Cap-2 Maneuver 301 -----
Stage 1 466 -----
Stage 2 526 -----
Approach WB NB SB
HCM Control Delay, s/v 12.3 0 0.14
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h)- - 301 651 900 -
HCM Lane V/C Ratio - - 0.018 0.025 0.018 -
HCM Control Delay (s/veh) - - 17.2 10.7 9.1 -
HCM Lane LOS - - C B A -
HCM 95th %tile Q(veh) - - 0.1 0.1 0.1 -
Lanes, Volumes, Timings Projected 2025 with Project
1: N Salem Hwy & US 20 SB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 0 320 1 25 455 495 0 0 395 70
Future Volume (vph)0 0 0 320 1 25 455 495 0 0 395 70
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 0 200 150 0 0 0
Storage Lanes 0 0 0 1 1 0 0 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1742 1416 913 1401
Travel Time (s)39.6 32.2 20.8 31.8
Turn Type Perm NA Perm pm+pt NA NA
Protected Phases 8 5 2 6
Permitted Phases 8 8 2
Detector Phase 88852 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 9.5 22.5 22.5
Total Split (s)22.8 22.8 22.8 24.0 57.2 33.2
Total Split (%)28.5% 28.5% 28.5% 30.0% 71.5%41.5%
Maximum Green (s)18.3 18.3 18.3 19.5 52.7 28.7
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None Min Min
Walk Time (s)7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s)11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr)0 0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 72.9
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: N Salem Hwy & US 20 SB Ramps
HCM 7th Signalized Intersection Summary Projected 2025 with Project
1: N Salem Hwy & US 20 SB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 0 0 0 320 1 25 455 495 0 0 395 70
Future Volume (veh/h) 0 0 0 320 1 25 455 495 0 0 395 70
Initial Q (Qb), veh 000000000
Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1885 1885
Adj Flow Rate, veh/h 344 1 27 489 532 0 0 425 75
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93
Percent Heavy Veh, %222220011
Cap, veh/h 415 1 371 567 1151 0 0 511 90
Arrive On Green 0.23 0.23 0.23 0.21 0.62 0.00 0.00 0.33 0.33
Sat Flow, veh/h 1776 5 1585 1781 1870 0 0 1560 275
Grp Volume(v), veh/h 345027489532000500
Grp Sat Flow(s),veh/h/ln 1782 0 1585 1781 18700001836
Q Serve(g_s), s 11.0 0.0 0.8 9.6 9.1 0.0 0.0 0.0 15.0
Cycle Q Clear(g_c), s 11.0 0.0 0.8 9.6 9.1 0.0 0.0 0.0 15.0
Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.15
Lane Grp Cap(c), veh/h 417 0 371 567 1151000601
V/C Ratio(X)0.83 0.00 0.07 0.86 0.46 0.00 0.00 0.00 0.83
Avail Cap(c_a), veh/h 54604857701650000882
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 21.8 0.0 17.8 11.1 6.2 0.0 0.0 0.0 18.6
Incr Delay (d2), s/veh 8.0 0.0 0.1 7.5 0.3 0.0 0.0 0.0 4.5
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.1 0.0 0.3 4.0 2.7 0.0 0.0 0.0 6.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 29.7 0.0 17.9 18.6 6.5 0.0 0.0 0.0 23.1
LnGrp LOS C B B A C
Approach Vol, veh/h 372 1021 500
Approach Delay, s/veh 28.9 12.3 23.1
Approach LOS C B C
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 41.3 17.2 24.1 18.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 52.7 19.5 28.7 18.3
Max Q Clear Time (g_c+I1), s 11.1 11.6 17.0 13.0
Green Ext Time (p_c), s 4.0 1.1 2.5 1.0
Intersection Summary
HCM 7th Control Delay, s/veh 18.4
HCM 7th LOS B
Lanes, Volumes, Timings Projected 2025 with Project
2: N Salem Hwy & US 20 NB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 10013750000850415356800
Future Volume (vph) 10013750000850415356800
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 100 0 0 0 0 150 0
Storage Lanes 1 1 0 0 0 1 1 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1724 1826 2783 913
Travel Time (s)39.2 41.5 63.3 20.8
Turn Type Perm NA NA Perm pm+pt NA
Protected Phases 4 2 1 6
Permitted Phases 4 2 6
Detector Phase 4 4 2 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 22.5 9.5 22.5
Total Split (s)24.4 24.4 46.1 46.1 9.5 55.6
Total Split (%)30.5% 30.5%57.6% 57.6% 11.9% 69.5%
Maximum Green (s) 19.9 19.9 41.6 41.6 5.0 51.1
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None Min Min None Min
Walk Time (s)7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 66.5
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Splits and Phases: 2: N Salem Hwy & US 20 NB Ramps
HCM 7th Signalized Intersection Summary Projected 2025 with Project
2: N Salem Hwy & US 20 NB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 10013750000850415356800
Future Volume (veh/h) 10013750000850415356800
Initial Q (Qb), veh 000 000000
Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1885 1885 1870 1870 0
Adj Flow Rate, veh/h 109 1 201 0 924 239 38 739 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 222 011220
Cap, veh/h 306 1 271 0 1066 903 260 1270 0
Arrive On Green 0.17 0.17 0.17 0.00 0.57 0.57 0.04 0.68 0.00
Sat Flow, veh/h 1781 8 1578 0 1885 1598 1781 1870 0
Grp Volume(v), veh/h 109 0 202 0 924 239 38 739 0
Grp Sat Flow(s),veh/h/ln 1781 0 1586 0 1885 1598 1781 1870 0
Q Serve(g_s), s 3.3 0.0 7.3 0.0 25.2 4.6 0.5 12.7 0.0
Cycle Q Clear(g_c), s 3.3 0.0 7.3 0.0 25.2 4.6 0.5 12.7 0.0
Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 306 0 273 0 1066 903 260 1270 0
V/C Ratio(X)0.36 0.00 0.74 0.00 0.87 0.26 0.15 0.58 0.00
Avail Cap(c_a), veh/h 587 0 523 0 1299 1101 338 1583 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 22.0 0.0 23.7 0.0 11.2 6.7 10.7 5.1 0.0
Incr Delay (d2), s/veh 0.7 0.0 3.9 0.0 5.5 0.2 0.3 0.4 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 1.3 0.0 2.8 0.0 9.6 1.3 0.2 3.2 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 22.7 0.0 27.7 0.0 16.7 6.9 11.0 5.6 0.0
LnGrp LOS C C BABA
Approach Vol, veh/h 311 1163 777
Approach Delay, s/veh 25.9 14.7 5.8
Approach LOS C B A
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 6.9 38.6 14.9 45.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 41.6 19.9 51.1
Max Q Clear Time (g_c+I1), s 2.5 27.2 9.3 14.7
Green Ext Time (p_c), s 0.0 6.9 1.1 6.3
Intersection Summary
HCM 7th Control Delay, s/veh 13.2
HCM 7th LOS B
Lanes, Volumes, Timings Projected 2025 with Project
3: N 2nd E/N Salem Hwy & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)30 15 35 370 20 170 40 890 405 230 645 30
Future Volume (vph)30 15 35 370 20 170 40 890 405 230 645 30
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)150 0 200 0 150 0 125 0
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1579 818 765 2783
Travel Time (s)35.9 18.6 17.4 63.3
Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases4826
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s)9.6 22.6 22.1 35.1 9.6 52.9 22.4 65.7
Total Split (%)8.0% 18.8% 18.4% 29.3% 8.0% 44.1% 18.7% 54.8%
Maximum Green (s)5.1 18.1 17.6 30.6 5.1 48.4 17.9 61.2
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None None Min None Min
Walk Time (s)7.0 7.0 7.0 7.0
Flash Don't Walk (s)11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr)0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 120
Actuated Cycle Length: 103
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: N 2nd E/N Salem Hwy & E Moody Rd
HCM 7th Signalized Intersection Summary Projected 2025 with Project
3: N 2nd E/N Salem Hwy & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 30 15 35 370 20 170 40 890 405 230 645 30
Future Volume (veh/h) 30 15 35 370 20 170 40 890 405 230 645 30
Initial Q (Qb), veh 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1841 1841 1841 1885 1885 1885 1885 1885 1870 1885 1885 1885
Adj Flow Rate, veh/h 33 16 0 402 22 17 43 967 380 250 701 33
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 444111112111
Cap, veh/h 201 91 0 489 211 163 435 1157 450 300 1807 85
Arrive On Green 0.03 0.05 0.00 0.20 0.21 0.21 0.04 0.46 0.46 0.10 0.52 0.52
Sat Flow, veh/h 1753 1841 0 1795 986 762 1795 2519 980 1795 3483 164
Grp Volume(v), veh/h 33 16 0 402 0 39 43 685 662 250 360 374
Grp Sat Flow(s),veh/h/ln 1753 1841 0 1795 0 1748 1795 1791 1709 1795 1791 1856
Q Serve(g_s), s 1.6 0.8 0.0 17.6 0.0 1.6 1.1 30.1 30.8 6.2 10.9 10.9
Cycle Q Clear(g_c), s 1.6 0.8 0.0 17.6 0.0 1.6 1.1 30.1 30.8 6.2 10.9 10.9
Prop In Lane 1.00 0.00 1.00 0.44 1.00 0.57 1.00 0.09
Lane Grp Cap(c), veh/h 201 91 0 489 0 373 435 823 785 300 929 963
V/C Ratio(X)0.16 0.18 0.00 0.82 0.00 0.10 0.10 0.83 0.84 0.83 0.39 0.39
Avail Cap(c_a), veh/h 246 370 0 489 0 594 471 962 918 485 1217 1261
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 38.8 41.1 0.0 31.5 0.0 28.5 11.9 21.3 21.5 18.8 13.1 13.1
Incr Delay (d2), s/veh 0.4 0.9 0.0 10.9 0.0 0.1 0.1 5.5 6.4 6.6 0.3 0.3
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.7 0.4 0.0 9.5 0.0 0.7 0.4 13.1 12.9 2.8 4.2 4.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 39.2 42.0 0.0 42.3 0.0 28.6 12.0 26.8 27.9 25.4 13.3 13.3
LnGrp LOS D D D C B C C C B B
Approach Vol, veh/h 49 441 1390 984
Approach Delay, s/veh 40.1 41.1 26.9 16.4
Approach LOS D D C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 13.1 45.9 22.1 8.9 7.8 51.2 7.3 23.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 17.9 48.4 17.6 18.1 5.1 61.2 5.1 30.6
Max Q Clear Time (g_c+I1), s 8.2 32.8 19.6 2.8 3.1 12.9 3.6 3.6
Green Ext Time (p_c), s 0.5 8.6 0.0 0.0 0.0 5.4 0.0 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 25.7
HCM 7th LOS C
HCM 7th TWSC Projected 2025 with Project
4: Idaho 33 & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Intersection
Int Delay, s/veh 7.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 95 70 70 30 70 5 65 195 40 1 180 100
Future Vol, veh/h 95 70 70 30 70 5 65 195 40 1 180 100
Conflicting Peds, #/hr000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length 150 - 150 ---------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96
Heavy Vehicles, % 111111111111
Mvmt Flow 99 73 73 31 73 5 68 203 42 1 188 104
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 617 622 240 585 653 224 292 0 0 245 0 0
Stage 1 242 242 - 359 359 -------
Stage 2 375 380 - 226 294 -------
Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.11 - - 4.11 - -
Critical Hdwy Stg 16.115.51-6.115.51-------
Critical Hdwy Stg 26.115.51-6.115.51-------
Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.209 - - 2.209 - -
Pot Cap-1 Maneuver 404 404 802 424 388 818 1276 - - 1327 - -
Stage 1 764 708 - 661 629 -------
Stage 2 648 616 - 779 672 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 305 379 802 295 364 818 1276 - - 1327 - -
Mov Cap-2 Maneuver 305 379 - 295 364 -------
Stage 1 763 707 - 620 590 -------
Stage 2 530 578 - 634 671 -------
Approach EB WB NB SB
HCM Control Delay, s/v17.01 19.91 1.73 0.03
HCM LOS C C
Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1 SBL SBT SBR
Capacity (veh/h)377 - - 305 379 802 350 6 - -
HCM Lane V/C Ratio 0.053 - - 0.325 0.192 0.091 0.313 0.001 - -
HCM Control Delay (s/veh) 8 0 - 22.4 16.8 9.9 19.9 7.7 0 -
HCM Lane LOS A A - C C A C A A -
HCM 95th %tile Q(veh) 0.2 - - 1.4 0.7 0.3 1.3 0 - -
HCM 7th TWSC Projected 2025 with Project
5: Site Drwy/Walmart Drwy & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Intersection
Int Delay, s/veh 5.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 30 230 110 45 170 20 130 1 25 20 1 30
Future Vol, veh/h 30 230 110 45 170 20 130 1 25 20 1 30
Conflicting Peds, #/hr000000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length 100 - - 100 ----0--50
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 222222222222
Mvmt Flow 33 250 120 49 185 22 141 1 27 22 1 33
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 207 0 0 370 0 0 658 679 310 609 728 196
Stage 1 ------375375-293293-
Stage 2 ------283304-316435-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1365 - - 1189 - - 377 373 730 407 350 846
Stage 1 ------646617-715670-
Stage 2 ------724663-695581-
Platoon blocked, %- -- -
Mov Cap-1 Maneuver 1365 - - 1189 - - 339 350 730 366 328 846
Mov Cap-2 Maneuver ------339350-366328-
Stage 1 ------631602-685642-
Stage 2 ------666635-652567-
Approach EB WB NB SB
HCM Control Delay, s/v 0.62 1.56 21.04 11.95
HCM LOS C B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2
Capacity (veh/h)339 730 1365 - - 1189 - - 364 846
HCM Lane V/C Ratio 0.42 0.037 0.024 - - 0.041 - - 0.063 0.039
HCM Control Delay (s/veh) 23.1 10.1 7.7 - - 8.2 - - 15.6 9.4
HCM Lane LOS C B A - - A - - C A
HCM 95th %tile Q(veh) 2 0.1 0.1 - - 0.1 - - 0.2 0.1
HCM 7th TWSC Projected 2025 with Project
6: Site Drwy & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Intersection
Int Delay, s/veh 0.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 225 50 0 235 0 15
Future Vol, veh/h 225 50 0 235 0 15
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 245 54 0 255 0 16
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 272
Stage 1 ------
Stage 2 ------
Critical Hdwy -----6.22
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.318
Pot Cap-1 Maneuver - - 0 - 0 767
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - --
Mov Cap-1 Maneuver -----767
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s/v 0 0 9.8
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h)767 - - -
HCM Lane V/C Ratio 0.021 - - -
HCM Control Delay (s/veh) 9.8 - - -
HCM Lane LOS A - - -
HCM 95th %tile Q(veh) 0.1 - - -
HCM 7th TWSC Projected 2025 with Project
7: Site Drwy & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Intersection
Int Delay, s/veh 0.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 240 5 0 235 0 5
Future Vol, veh/h 240 5 0 235 0 5
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 261 5 0 255 0 5
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 264
Stage 1 ------
Stage 2 ------
Critical Hdwy -----6.22
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.318
Pot Cap-1 Maneuver - - 0 - 0 775
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - --
Mov Cap-1 Maneuver -----775
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s/v 0 0 9.68
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h)775 - - -
HCM Lane V/C Ratio 0.007 - - -
HCM Control Delay (s/veh) 9.7 - - -
HCM Lane LOS A - - -
HCM 95th %tile Q(veh) 0 - - -
HCM 7th TWSC Projected 2025 with Project
8: N 2nd E & Site Drwy PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Intersection
Int Delay, s/veh 2.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 25 155 1180 85 70 790
Future Vol, veh/h 25 155 1180 85 70 790
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 100 0 - - 100 -
Veh in Median Storage, # 2 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 27 168 1283 92 76 859
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1910 687 0 0 1375 0
Stage 1 1329 -----
Stage 2 582 -----
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 15.84-----
Critical Hdwy Stg 25.84-----
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 60 389 - - 495 -
Stage 1 212 -----
Stage 2 522 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 51 389 - - 495 -
Mov Cap-2 Maneuver 185 -----
Stage 1 212 -----
Stage 2 442 -----
Approach WB NB SB
HCM Control Delay, s/v22.07 0 1.11
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h)- - 185 389 495 -
HCM Lane V/C Ratio - - 0.147 0.433 0.154 -
HCM Control Delay (s/veh) - - 27.9 21.1 13.6 -
HCM Lane LOS - - D C B -
HCM 95th %tile Q(veh) - - 0.5 2.1 0.5 -
Lanes, Volumes, Timings Projected 2030 without Project
1: N Salem Hwy & US 20 SB Ramps AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 0 325 1 40 225 320 0 0 620 120
Future Volume (vph)0 0 0 325 1 40 225 320 0 0 620 120
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 0 200 150 0 0 0
Storage Lanes 0 0 0 1 1 0 0 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1742 1416 913 1401
Travel Time (s)39.6 32.2 20.8 31.8
Turn Type Perm NA Perm pm+pt NA NA
Protected Phases 8 5 2 6
Permitted Phases 8 8 2
Detector Phase 88852 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 9.5 22.5 22.5
Total Split (s)23.0 23.0 23.0 14.0 57.0 43.0
Total Split (%)28.8% 28.8% 28.8% 17.5% 71.3%53.8%
Maximum Green (s)18.5 18.5 18.5 9.5 52.5 38.5
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None Min Min
Walk Time (s)7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s)11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr)0 0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 77
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: N Salem Hwy & US 20 SB Ramps
HCM 7th Signalized Intersection Summary Projected 2030 without Project
1: N Salem Hwy & US 20 SB Ramps AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 0 0 0 325 1 40 225 320 0 0 620 120
Future Volume (veh/h) 0 0 0 325 1 40 225 320 0 0 620 120
Initial Q (Qb), veh 000000000
Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1826 1826 0 0 1870 1870
Adj Flow Rate, veh/h 353 1 43 245 348 0 0 674 130
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, %333550022
Cap, veh/h 405 1 362 317 1174 0 0 739 143
Arrive On Green 0.23 0.23 0.23 0.09 0.64 0.00 0.00 0.49 0.49
Sat Flow, veh/h 1762 5 1572 1739 1826 0 0 1524 294
Grp Volume(v), veh/h 354043245348000804
Grp Sat Flow(s),veh/h/ln 1767 0 1572 1739 18260001817
Q Serve(g_s), s 13.7 0.0 1.5 4.6 6.0 0.0 0.0 0.0 29.0
Cycle Q Clear(g_c), s 13.7 0.0 1.5 4.6 6.0 0.0 0.0 0.0 29.0
Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.16
Lane Grp Cap(c), veh/h 406 0 362 317 1174000882
V/C Ratio(X)0.87 0.00 0.12 0.77 0.30 0.00 0.00 0.00 0.91
Avail Cap(c_a), veh/h 46104103851352000987
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 26.3 0.0 21.6 15.1 5.6 0.0 0.0 0.0 16.9
Incr Delay (d2), s/veh 15.1 0.0 0.1 7.8 0.1 0.0 0.0 0.0 11.6
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 7.1 0.0 0.6 2.5 1.8 0.0 0.0 0.0 13.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 41.4 0.0 21.8 22.9 5.7 0.0 0.0 0.0 28.5
LnGrp LOS D C C A C
Approach Vol, veh/h 397 593 804
Approach Delay, s/veh 39.3 12.8 28.5
Approach LOS D B C
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 50.1 11.2 38.9 20.8
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 52.5 9.5 38.5 18.5
Max Q Clear Time (g_c+I1), s 8.0 6.6 31.0 15.7
Green Ext Time (p_c), s 2.4 0.2 3.4 0.6
Intersection Summary
HCM 7th Control Delay, s/veh 25.7
HCM 7th LOS C
Lanes, Volumes, Timings Projected 2030 without Project
2: N Salem Hwy & US 20 NB Ramps AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 9553950000450190409100
Future Volume (vph) 9553950000450190409100
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 100 0 0 0 0 150 0
Storage Lanes 1 1 0 0 0 1 1 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1724 1826 2783 913
Travel Time (s)39.2 41.5 63.3 20.8
Turn Type Perm NA NA Perm pm+pt NA
Protected Phases 4 2 1 6
Permitted Phases 4 2 6
Detector Phase 4 4 2 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 22.5 9.5 22.5
Total Split (s)29.0 29.0 41.5 41.5 9.5 51.0
Total Split (%)36.3% 36.3%51.9% 51.9% 11.9% 63.8%
Maximum Green (s) 24.5 24.5 37.0 37.0 5.0 46.5
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None Min Min None Min
Walk Time (s)7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 71.1
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Splits and Phases: 2: N Salem Hwy & US 20 NB Ramps
HCM 7th Signalized Intersection Summary Projected 2030 without Project
2: N Salem Hwy & US 20 NB Ramps AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 9553950000450190409100
Future Volume (veh/h) 9553950000450190409100
Initial Q (Qb), veh 000 000000
Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1826 1826 1826 0 1841 1841 1870 1870 0
Adj Flow Rate, veh/h 103 5 342 0 489 98 43 989 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 555 044220
Cap, veh/h 466 6 410 0 889 753 430 1110 0
Arrive On Green 0.27 0.27 0.27 0.00 0.48 0.48 0.04 0.59 0.00
Sat Flow, veh/h 1739 22 1528 0 1841 1560 1781 1870 0
Grp Volume(v), veh/h 103 0 347 0 489 98 43 989 0
Grp Sat Flow(s),veh/h/ln 1739 0 1551 0 1841 1560 1781 1870 0
Q Serve(g_s), s 3.0 0.0 13.7 0.0 12.2 2.3 0.7 29.7 0.0
Cycle Q Clear(g_c), s 3.0 0.0 13.7 0.0 12.2 2.3 0.7 29.7 0.0
Prop In Lane 1.00 0.99 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 466 0 416 0 889 753 430 1110 0
V/C Ratio(X)0.22 0.00 0.83 0.00 0.55 0.13 0.10 0.89 0.00
Avail Cap(c_a), veh/h 654 0 583 0 1046 886 493 1335 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 18.5 0.0 22.5 0.0 11.9 9.3 8.2 11.4 0.0
Incr Delay (d2), s/veh 0.2 0.0 7.2 0.0 0.5 0.1 0.1 6.9 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 1.2 0.0 5.5 0.0 4.4 0.7 0.2 11.5 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 18.8 0.0 29.7 0.0 12.4 9.4 8.3 18.3 0.0
LnGrp LOS B C BAAB
Approach Vol, veh/h 450 587 1032
Approach Delay, s/veh 27.2 11.9 17.9
Approach LOS C B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 7.2 36.0 22.0 43.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 37.0 24.5 46.5
Max Q Clear Time (g_c+I1), s 2.7 14.2 15.7 31.7
Green Ext Time (p_c), s 0.0 3.6 1.7 7.0
Intersection Summary
HCM 7th Control Delay, s/veh 18.2
HCM 7th LOS B
Lanes, Volumes, Timings Projected 2030 without Project
3: N 2nd E/N Salem Hwy & E Moody Rd AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)15 10 20 130 20 115 55 490 145 115 965 30
Future Volume (vph)15 10 20 130 20 115 55 490 145 115 965 30
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)150 0 200 0 150 0 125 0
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1579 2678 2125 2783
Travel Time (s)35.9 60.9 48.3 63.3
Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases4826
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s)10.0 22.6 11.0 23.6 10.0 35.9 10.5 36.4
Total Split (%)12.5% 28.3% 13.8% 29.5% 12.5% 44.9% 13.1% 45.5%
Maximum Green (s)5.5 18.1 6.5 19.1 5.5 31.4 6.0 31.9
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None None Min None Min
Walk Time (s)7.0 7.0 7.0 7.0
Flash Don't Walk (s)11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr)0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 51.4
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: N 2nd E/N Salem Hwy & E Moody Rd
HCM 7th Signalized Intersection Summary Projected 2030 without Project
3: N 2nd E/N Salem Hwy & E Moody Rd AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 15 10 20 130 20 115 55 490 145 115 965 30
Future Volume (veh/h) 15 10 20 130 20 115 55 490 145 115 965 30
Initial Q (Qb), veh 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1856 1856 1856 1841 1841 1841 1870 1870 1870
Adj Flow Rate, veh/h 16 11 0 137 21 10 58 516 121 121 1016 32
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 111333444222
Cap, veh/h 264 106 0 386 154 74 345 1104 258 500 1475 46
Arrive On Green 0.02 0.06 0.00 0.09 0.13 0.13 0.06 0.39 0.39 0.08 0.42 0.42
Sat Flow, veh/h 1795 1885 0 1767 1188 566 1753 2814 657 1781 3517 111
Grp Volume(v), veh/h 16 11 0 137 0 31 58 320 317 121 513 535
Grp Sat Flow(s),veh/h/ln 1795 1885 0 1767 0 1754 1753 1749 1722 1781 1777 1850
Q Serve(g_s), s 0.4 0.3 0.0 3.3 0.0 0.8 0.9 6.5 6.6 1.8 11.3 11.3
Cycle Q Clear(g_c), s 0.4 0.3 0.0 3.3 0.0 0.8 0.9 6.5 6.6 1.8 11.3 11.3
Prop In Lane 1.00 0.00 1.00 0.32 1.00 0.38 1.00 0.06
Lane Grp Cap(c), veh/h 264 106 0 386 0 228 345 686 676 500 745 776
V/C Ratio(X)0.06 0.10 0.00 0.35 0.00 0.14 0.17 0.47 0.47 0.24 0.69 0.69
Avail Cap(c_a), veh/h 433 710 0 459 0 697 448 1142 1125 574 1179 1228
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 20.7 21.5 0.0 17.9 0.0 18.5 8.7 10.9 10.9 7.6 11.4 11.4
Incr Delay (d2), s/veh 0.1 0.4 0.0 0.6 0.0 0.3 0.2 0.5 0.5 0.2 1.1 1.1
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.2 0.1 0.0 1.3 0.0 0.3 0.3 2.1 2.1 0.6 3.8 3.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 20.8 22.0 0.0 18.4 0.0 18.8 9.0 11.4 11.4 7.9 12.5 12.5
LnGrp LOS CC B BABBABB
Approach Vol, veh/h 27 168 695 1169
Approach Delay, s/veh 21.3 18.5 11.2 12.0
Approach LOS C B B B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 8.5 23.4 9.0 7.2 7.2 24.7 5.5 10.8
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 6.0 31.4 6.5 18.1 5.5 31.9 5.5 19.1
Max Q Clear Time (g_c+I1), s 3.8 8.6 5.3 2.3 2.9 13.3 2.4 2.8
Green Ext Time (p_c), s 0.1 4.1 0.0 0.0 0.0 6.8 0.0 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 12.4
HCM 7th LOS B
HCM 7th TWSC Projected 2030 without Project
4: Idaho 33 & E Moody Rd AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Intersection
Int Delay, s/veh 5.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 30 30 20 40 70 5 50 125 30 1 235 70
Future Vol, veh/h 30 30 20 40 70 5 50 125 30 1 235 70
Conflicting Peds, #/hr000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length 150 - 150 ---------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 111111222111
Mvmt Flow 33 33 22 43 76 5 54 136 33 1 255 76
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 578 573 293 535 595 152 332 0 0 168 0 0
Stage 1 296 296 - 261 261 -------
Stage 2 283 277 - 274 334 -------
Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.12 - - 4.11 - -
Critical Hdwy Stg 16.115.51-6.115.51-------
Critical Hdwy Stg 26.115.51-6.115.51-------
Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.218 - - 2.209 - -
Pot Cap-1 Maneuver 428 431 748 458 419 897 1228 - - 1415 - -
Stage 1 715 670 - 746 694 -------
Stage 2 727 683 - 734 645 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 330 410 748 390 398 897 1228 - - 1415 - -
Mov Cap-2 Maneuver 330 410 - 390 398 -------
Stage 1 714 670 - 710 660 -------
Stage 2 608 649 - 678 645 -------
Approach EB WB NB SB
HCM Control Delay, s/v14.35 17.81 1.97 0.02
HCM LOS B C
Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1 SBL SBT SBR
Capacity (veh/h)423 - - 330 410 748 405 6 - -
HCM Lane V/C Ratio 0.044 - - 0.099 0.08 0.029 0.309 0.001 - -
HCM Control Delay (s/veh) 8.1 0 - 17.1 14.5 10 17.8 7.5 0 -
HCM Lane LOS A A - C B A C A A -
HCM 95th %tile Q(veh) 0.1 - - 0.3 0.3 0.1 1.3 0 - -
Lanes, Volumes, Timings Projected 2030 without Project
1: N Salem Hwy & US 20 SB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 0 290 1 30 435 540 0 0 425 80
Future Volume (vph)0 0 0 290 1 30 435 540 0 0 425 80
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 0 200 150 0 0 0
Storage Lanes 0 0 0 1 1 0 0 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1742 1416 913 1401
Travel Time (s)39.6 32.2 20.8 31.8
Turn Type Perm NA Perm pm+pt NA NA
Protected Phases 8 5 2 6
Permitted Phases 8 8 2
Detector Phase 88852 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 9.5 22.5 22.5
Total Split (s)22.8 22.8 22.8 24.0 57.2 33.2
Total Split (%)28.5% 28.5% 28.5% 30.0% 71.5%41.5%
Maximum Green (s)18.3 18.3 18.3 19.5 52.7 28.7
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None Min Min
Walk Time (s)7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s)11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr)0 0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 73.5
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: N Salem Hwy & US 20 SB Ramps
HCM 7th Signalized Intersection Summary Projected 2030 without Project
1: N Salem Hwy & US 20 SB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 0 0 0 290 1 30 435 540 0 0 425 80
Future Volume (veh/h) 0 0 0 290 1 30 435 540 0 0 425 80
Initial Q (Qb), veh 000000000
Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1885 1885
Adj Flow Rate, veh/h 312 1 32 468 581 0 0 457 86
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93
Percent Heavy Veh, %222220011
Cap, veh/h 387 1 345 547 1176 0 0 543 102
Arrive On Green 0.22 0.22 0.22 0.20 0.63 0.00 0.00 0.35 0.35
Sat Flow, veh/h 1776 6 1585 1781 1870 0 0 1543 290
Grp Volume(v), veh/h 313032468581000543
Grp Sat Flow(s),veh/h/ln 1782 0 1585 1781 18700001833
Q Serve(g_s), s 9.8 0.0 0.9 8.7 9.8 0.0 0.0 0.0 16.0
Cycle Q Clear(g_c), s 9.8 0.0 0.9 8.7 9.8 0.0 0.0 0.0 16.0
Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.16
Lane Grp Cap(c), veh/h 388 0 345 547 1176000646
V/C Ratio(X)0.81 0.00 0.09 0.85 0.49 0.00 0.00 0.00 0.84
Avail Cap(c_a), veh/h 55504947831679000896
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 21.8 0.0 18.3 10.9 5.9 0.0 0.0 0.0 17.5
Incr Delay (d2), s/veh 5.7 0.0 0.1 6.5 0.3 0.0 0.0 0.0 5.3
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.4 0.0 0.3 3.4 2.8 0.0 0.0 0.0 6.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 27.5 0.0 18.4 17.4 6.2 0.0 0.0 0.0 22.8
LnGrp LOS C B B A C
Approach Vol, veh/h 345 1049 543
Approach Delay, s/veh 26.7 11.2 22.8
Approach LOS C B C
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 41.4 16.2 25.2 17.3
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 52.7 19.5 28.7 18.3
Max Q Clear Time (g_c+I1), s 11.8 10.7 18.0 11.8
Green Ext Time (p_c), s 4.5 1.1 2.7 1.1
Intersection Summary
HCM 7th Control Delay, s/veh 17.2
HCM 7th LOS B
Lanes, Volumes, Timings Projected 2030 without Project
2: N Salem Hwy & US 20 NB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 11513400000855400406750
Future Volume (vph) 11513400000855400406750
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 100 0 0 0 0 150 0
Storage Lanes 1 1 0 0 0 1 1 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1724 1826 2783 913
Travel Time (s)39.2 41.5 63.3 20.8
Turn Type Perm NA NA Perm pm+pt NA
Protected Phases 4 2 1 6
Permitted Phases 4 2 6
Detector Phase 4 4 2 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 22.5 9.5 22.5
Total Split (s)24.4 24.4 46.1 46.1 9.5 55.6
Total Split (%)30.5% 30.5%57.6% 57.6% 11.9% 69.5%
Maximum Green (s) 19.9 19.9 41.6 41.6 5.0 51.1
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None Min Min None Min
Walk Time (s)7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 65.2
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Splits and Phases: 2: N Salem Hwy & US 20 NB Ramps
HCM 7th Signalized Intersection Summary Projected 2030 without Project
2: N Salem Hwy & US 20 NB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 11513400000855400406750
Future Volume (veh/h) 11513400000855400406750
Initial Q (Qb), veh 000 000000
Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1885 1885 1870 1870 0
Adj Flow Rate, veh/h 125 1 158 0 929 234 43 734 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 222 011220
Cap, veh/h 261 1 231 0 1085 919 281 1304 0
Arrive On Green 0.15 0.15 0.15 0.00 0.58 0.58 0.04 0.70 0.00
Sat Flow, veh/h 1781 10 1577 0 1885 1598 1781 1870 0
Grp Volume(v), veh/h 125 0 159 0 929 234 43 734 0
Grp Sat Flow(s),veh/h/ln 1781 0 1587 0 1885 1598 1781 1870 0
Q Serve(g_s), s 3.7 0.0 5.5 0.0 23.7 4.2 0.5 11.2 0.0
Cycle Q Clear(g_c), s 3.7 0.0 5.5 0.0 23.7 4.2 0.5 11.2 0.0
Prop In Lane 1.00 0.99 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 261 0 232 0 1085 919 281 1304 0
V/C Ratio(X)0.48 0.00 0.68 0.00 0.86 0.25 0.15 0.56 0.00
Avail Cap(c_a), veh/h 617 0 550 0 1365 1157 359 1663 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 22.5 0.0 23.3 0.0 10.2 6.1 9.8 4.3 0.0
Incr Delay (d2), s/veh 1.4 0.0 3.6 0.0 4.6 0.1 0.2 0.4 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 1.5 0.0 2.1 0.0 8.5 1.1 0.2 2.5 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 23.9 0.0 26.8 0.0 14.8 6.2 10.1 4.7 0.0
LnGrp LOS C C BABA
Approach Vol, veh/h 284 1163 777
Approach Delay, s/veh 25.5 13.1 5.0
Approach LOS C B A
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 7.0 37.6 12.9 44.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 41.6 19.9 51.1
Max Q Clear Time (g_c+I1), s 2.5 25.7 7.5 13.2
Green Ext Time (p_c), s 0.0 7.4 1.0 6.2
Intersection Summary
HCM 7th Control Delay, s/veh 11.9
HCM 7th LOS B
Lanes, Volumes, Timings Projected 2030 without Project
3: N 2nd E/N Salem Hwy & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)30 15 35 355 25 150 40 880 460 115 705 35
Future Volume (vph)30 15 35 355 25 150 40 880 460 115 705 35
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)150 0 200 0 150 0 125 0
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1579 2678 2125 2783
Travel Time (s)35.9 60.9 48.3 63.3
Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases4826
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s)9.5 22.5 12.2 25.2 9.5 35.7 9.6 35.8
Total Split (%)11.9% 28.1% 15.3% 31.5% 11.9% 44.6% 12.0% 44.8%
Maximum Green (s)5.0 18.0 7.7 20.7 5.0 31.2 5.1 31.3
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None None Min None Min
Walk Time (s)7.0 7.0 7.0 7.0
Flash Don't Walk (s)11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr)0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 62.8
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: N 2nd E/N Salem Hwy & E Moody Rd
HCM 7th Signalized Intersection Summary Projected 2030 without Project
3: N 2nd E/N Salem Hwy & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 30 15 35 355 25 150 40 880 460 115 705 35
Future Volume (veh/h) 30 15 35 355 25 150 40 880 460 115 705 35
Initial Q (Qb), veh 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1841 1841 1841 1885 1885 1885 1885 1885 1870 1885 1885 1885
Adj Flow Rate, veh/h 33 16 0 386 27 16 43 957 424 125 766 38
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 444111112111
Cap, veh/h 259 116 0 409 166 99 424 1119 489 280 1700 84
Arrive On Green 0.03 0.06 0.00 0.12 0.15 0.15 0.04 0.46 0.46 0.07 0.49 0.49
Sat Flow, veh/h 1753 1841 0 1795 1109 657 1795 2425 1060 1795 3473 172
Grp Volume(v), veh/h 33 16 0 386 0 43 43 703 678 125 395 409
Grp Sat Flow(s),veh/h/ln 1753 1841 0 1795 0 1767 1795 1791 1694 1795 1791 1854
Q Serve(g_s), s 1.1 0.5 0.0 7.7 0.0 1.3 0.8 22.1 22.8 2.2 9.2 9.2
Cycle Q Clear(g_c), s 1.1 0.5 0.0 7.7 0.0 1.3 0.8 22.1 22.8 2.2 9.2 9.2
Prop In Lane 1.00 0.00 1.00 0.37 1.00 0.63 1.00 0.09
Lane Grp Cap(c), veh/h 259 116 0 409 0 265 424 826 782 280 877 908
V/C Ratio(X)0.13 0.14 0.00 0.94 0.00 0.16 0.10 0.85 0.87 0.45 0.45 0.45
Avail Cap(c_a), veh/h 337 522 0 409 0 577 491 881 834 298 884 915
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 26.3 28.1 0.0 25.8 0.0 23.5 8.5 15.1 15.3 13.2 10.6 10.6
Incr Delay (d2), s/veh 0.2 0.5 0.0 30.5 0.0 0.3 0.1 7.7 9.2 1.1 0.4 0.4
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.5 0.2 0.0 5.3 0.0 0.6 0.3 9.4 9.4 0.8 3.2 3.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 26.5 28.6 0.0 56.3 0.0 23.8 8.6 22.8 24.5 14.3 11.0 10.9
LnGrp LOS C C E C A C C B B B
Approach Vol, veh/h 49 429 1424 929
Approach Delay, s/veh 27.2 53.0 23.2 11.4
Approach LOS C D C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 8.9 33.8 12.2 8.5 7.2 35.6 6.7 14.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.1 31.2 7.7 18.0 5.0 31.3 5.0 20.7
Max Q Clear Time (g_c+I1), s 4.2 24.8 9.7 2.5 2.8 11.2 3.1 3.3
Green Ext Time (p_c), s 0.0 4.5 0.0 0.0 0.0 5.1 0.0 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 23.9
HCM 7th LOS C
HCM 7th TWSC Projected 2030 without Project
4: Idaho 33 & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 11/15/2024
Intersection
Int Delay, s/veh 7.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 80 65 85 35 65 5 70 225 45 1 205 90
Future Vol, veh/h 80 65 85 35 65 5 70 225 45 1 205 90
Conflicting Peds, #/hr000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length 150 - 150 ---------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96
Heavy Vehicles, % 111111111111
Mvmt Flow 83 68 89 36 68 5 73 234 47 1 214 94
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 677 690 260 653 713 258 307 0 0 281 0 0
Stage 1 263 263 - 404 404 -------
Stage 2 414 427 - 249 309 -------
Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.11 - - 4.11 - -
Critical Hdwy Stg 16.115.51-6.115.51-------
Critical Hdwy Stg 26.115.51-6.115.51-------
Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.209 - - 2.209 - -
Pot Cap-1 Maneuver 368 370 781 382 358 783 1259 - - 1287 - -
Stage 1 745 693 - 626 601 -------
Stage 2 617 587 - 757 661 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 275 344 781 256 333 783 1259 - - 1287 - -
Mov Cap-2 Maneuver 275 344 - 256 333 -------
Stage 1 744 692 - 582 560 -------
Stage 2 502 546 - 605 660 -------
Approach EB WB NB SB
HCM Control Delay, s/v 17.1 22.75 1.65 0.03
HCM LOS C C
Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1 SBL SBT SBR
Capacity (veh/h)359 - - 275 344 781 311 6 - -
HCM Lane V/C Ratio 0.058 - - 0.303 0.197 0.113 0.352 0.001 - -
HCM Control Delay (s/veh) 8 0 - 23.7 18 10.2 22.7 7.8 0 -
HCM Lane LOS A A - C C B C A A -
HCM 95th %tile Q(veh) 0.2 - - 1.2 0.7 0.4 1.5 0 - -
Lanes, Volumes, Timings Projected 2030 with Project
1: N Salem Hwy & US 20 SB Ramps AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 0 360 1 40 250 330 0 0 635 120
Future Volume (vph)0 0 0 360 1 40 250 330 0 0 635 120
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 0 200 150 0 0 0
Storage Lanes 0 0 0 1 1 0 0 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1742 1416 913 1401
Travel Time (s)39.6 32.2 20.8 31.8
Turn Type Perm NA Perm pm+pt NA NA
Protected Phases 8 5 2 6
Permitted Phases 8 8 2
Detector Phase 88852 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 9.5 22.5 22.5
Total Split (s)23.0 23.0 23.0 14.0 57.0 43.0
Total Split (%)28.8% 28.8% 28.8% 17.5% 71.3%53.8%
Maximum Green (s)18.5 18.5 18.5 9.5 52.5 38.5
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None Min Min
Walk Time (s)7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s)11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr)0 0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 78.5
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: N Salem Hwy & US 20 SB Ramps
HCM 7th Signalized Intersection Summary Projected 2030 with Project
1: N Salem Hwy & US 20 SB Ramps AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 0 0 0 360 1 40 250 330 0 0 635 120
Future Volume (veh/h) 0 0 0 360 1 40 250 330 0 0 635 120
Initial Q (Qb), veh 000000000
Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1826 1826 0 0 1870 1870
Adj Flow Rate, veh/h 391 1 43 272 359 0 0 690 130
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, %333550022
Cap, veh/h 423 1 377 312 1175 0 0 732 138
Arrive On Green 0.24 0.24 0.24 0.11 0.64 0.00 0.00 0.48 0.48
Sat Flow, veh/h 1763 5 1572 1739 1826 0 0 1530 288
Grp Volume(v), veh/h 392043272359000820
Grp Sat Flow(s),veh/h/ln 1767 0 1572 1739 18260001818
Q Serve(g_s), s 16.7 0.0 1.6 6.2 6.7 0.0 0.0 0.0 33.1
Cycle Q Clear(g_c), s 16.7 0.0 1.6 6.2 6.7 0.0 0.0 0.0 33.1
Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.16
Lane Grp Cap(c), veh/h 424 0 377 312 1175000870
V/C Ratio(X)0.93 0.00 0.11 0.87 0.31 0.00 0.00 0.00 0.94
Avail Cap(c_a), veh/h 42403773401242000907
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 28.7 0.0 22.9 18.0 6.1 0.0 0.0 0.0 19.1
Incr Delay (d2), s/veh 26.1 0.0 0.1 20.1 0.1 0.0 0.0 0.0 17.3
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 9.8 0.0 0.6 3.9 2.2 0.0 0.0 0.0 16.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 54.8 0.0 23.1 38.1 6.2 0.0 0.0 0.0 36.4
LnGrp LOS D C D A D
Approach Vol, veh/h 435 631 820
Approach Delay, s/veh 51.6 20.0 36.4
Approach LOS D B D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 54.2 12.8 41.4 23.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 52.5 9.5 38.5 18.5
Max Q Clear Time (g_c+I1), s 8.7 8.2 35.1 18.7
Green Ext Time (p_c), s 2.4 0.1 1.8 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 34.4
HCM 7th LOS C
Lanes, Volumes, Timings Projected 2030 with Project
2: N Salem Hwy & US 20 NB Ramps AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 9554350000485215409550
Future Volume (vph) 9554350000485215409550
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 100 0 0 0 0 150 0
Storage Lanes 1 1 0 0 0 1 1 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1724 1826 2783 913
Travel Time (s)39.2 41.5 63.3 20.8
Turn Type Perm NA NA Perm pm+pt NA
Protected Phases 4 2 1 6
Permitted Phases 4 2 6
Detector Phase 4 4 2 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 22.5 9.5 22.5
Total Split (s)29.0 29.0 41.5 41.5 9.5 51.0
Total Split (%)36.3% 36.3%51.9% 51.9% 11.9% 63.8%
Maximum Green (s) 24.5 24.5 37.0 37.0 5.0 46.5
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None Min Min None Min
Walk Time (s)7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 76.2
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Splits and Phases: 2: N Salem Hwy & US 20 NB Ramps
HCM 7th Signalized Intersection Summary Projected 2030 with Project
2: N Salem Hwy & US 20 NB Ramps AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 9554350000485215409550
Future Volume (veh/h) 9554350000485215409550
Initial Q (Qb), veh 000 000000
Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1826 1826 1826 0 1841 1841 1870 1870 0
Adj Flow Rate, veh/h 103 5 397 0 527 109 43 1038 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 555 044220
Cap, veh/h 504 6 444 0 903 765 393 1103 0
Arrive On Green 0.29 0.29 0.29 0.00 0.49 0.49 0.04 0.59 0.00
Sat Flow, veh/h 1739 19 1531 0 1841 1560 1781 1870 0
Grp Volume(v), veh/h 103 0 402 0 527 109 43 1038 0
Grp Sat Flow(s),veh/h/ln 1739 0 1550 0 1841 1560 1781 1870 0
Q Serve(g_s), s 3.3 0.0 18.6 0.0 15.3 2.9 0.8 38.3 0.0
Cycle Q Clear(g_c), s 3.3 0.0 18.6 0.0 15.3 2.9 0.8 38.3 0.0
Prop In Lane 1.00 0.99 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 504 0 450 0 903 765 393 1103 0
V/C Ratio(X)0.20 0.00 0.89 0.00 0.58 0.14 0.11 0.94 0.00
Avail Cap(c_a), veh/h 568 0 507 0 909 770 441 1161 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 20.1 0.0 25.5 0.0 13.6 10.5 9.7 14.2 0.0
Incr Delay (d2), s/veh 0.2 0.0 16.9 0.0 1.0 0.1 0.1 14.1 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 1.3 0.0 8.6 0.0 5.9 0.9 0.3 17.5 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 20.3 0.0 42.4 0.0 14.6 10.5 9.8 28.3 0.0
LnGrp LOS C D B B A C
Approach Vol, veh/h 505 636 1081
Approach Delay, s/veh 37.8 13.9 27.6
Approach LOS D B C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 7.5 41.2 26.2 48.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 37.0 24.5 46.5
Max Q Clear Time (g_c+I1), s 2.8 17.3 20.6 40.3
Green Ext Time (p_c), s 0.0 3.8 1.1 3.9
Intersection Summary
HCM 7th Control Delay, s/veh 26.0
HCM 7th LOS C
Lanes, Volumes, Timings Projected 2030 with Project
3: N 2nd E/N Salem Hwy & E Moody Rd AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)15 10 20 145 20 155 55 505 145 185 980 30
Future Volume (vph)15 10 20 145 20 155 55 505 145 185 980 30
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)150 0 200 0 150 0 125 0
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1579 818 765 2783
Travel Time (s)35.9 18.6 17.4 63.3
Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases4826
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s)10.0 22.6 11.0 23.6 10.0 35.9 10.5 36.4
Total Split (%)12.5% 28.3% 13.8% 29.5% 12.5% 44.9% 13.1% 45.5%
Maximum Green (s)5.5 18.1 6.5 19.1 5.5 31.4 6.0 31.9
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None None Min None Min
Walk Time (s)7.0 7.0 7.0 7.0
Flash Don't Walk (s)11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr)0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 50.5
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: N 2nd E/N Salem Hwy & E Moody Rd
HCM 7th Signalized Intersection Summary Projected 2030 with Project
3: N 2nd E/N Salem Hwy & E Moody Rd AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 15 10 20 145 20 155 55 505 145 185 980 30
Future Volume (veh/h) 15 10 20 145 20 155 55 505 145 185 980 30
Initial Q (Qb), veh 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1856 1856 1856 1841 1841 1841 1870 1870 1870
Adj Flow Rate, veh/h 16 11 0 153 21 16 58 532 121 195 1032 32
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 111333444222
Cap, veh/h 263 111 0 402 139 106 336 1066 241 501 1476 46
Arrive On Green 0.02 0.06 0.00 0.10 0.14 0.14 0.06 0.38 0.38 0.10 0.42 0.42
Sat Flow, veh/h 1795 1885 0 1767 977 744 1753 2832 642 1781 3518 109
Grp Volume(v), veh/h 16 11 0 153 0 37 58 328 325 195 521 543
Grp Sat Flow(s),veh/h/ln 1795 1885 0 1767 0 1722 1753 1749 1725 1781 1777 1851
Q Serve(g_s), s 0.4 0.3 0.0 3.8 0.0 0.9 1.0 7.1 7.2 3.2 11.9 11.9
Cycle Q Clear(g_c), s 0.4 0.3 0.0 3.8 0.0 0.9 1.0 7.1 7.2 3.2 11.9 11.9
Prop In Lane 1.00 0.00 1.00 0.43 1.00 0.37 1.00 0.06
Lane Grp Cap(c), veh/h 263 111 0 402 0 245 336 658 649 501 745 776
V/C Ratio(X)0.06 0.10 0.00 0.38 0.00 0.15 0.17 0.50 0.50 0.39 0.70 0.70
Avail Cap(c_a), veh/h 426 688 0 451 0 663 433 1108 1093 541 1143 1191
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 21.2 22.1 0.0 17.6 0.0 18.6 9.4 11.9 11.9 8.4 11.8 11.8
Incr Delay (d2), s/veh 0.1 0.4 0.0 0.6 0.0 0.3 0.2 0.6 0.6 0.5 1.2 1.2
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.2 0.1 0.0 1.4 0.0 0.4 0.3 2.4 2.4 1.0 4.0 4.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 21.3 22.5 0.0 18.2 0.0 18.9 9.6 12.5 12.5 8.9 13.0 13.0
LnGrp LOS CC B BABBABB
Approach Vol, veh/h 27 190 711 1259
Approach Delay, s/veh 21.8 18.4 12.2 12.4
Approach LOS C B B B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.4 23.2 9.6 7.4 7.3 25.3 5.5 11.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 6.0 31.4 6.5 18.1 5.5 31.9 5.5 19.1
Max Q Clear Time (g_c+I1), s 5.2 9.2 5.8 2.3 3.0 13.9 2.4 2.9
Green Ext Time (p_c), s 0.0 4.2 0.0 0.0 0.0 6.8 0.0 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 13.0
HCM 7th LOS B
HCM 7th TWSC Projected 2030 with Project
4: Idaho 33 & E Moody Rd AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Intersection
Int Delay, s/veh 5.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 40 35 20 40 75 5 50 125 30 1 235 85
Future Vol, veh/h 40 35 20 40 75 5 50 125 30 1 235 85
Conflicting Peds, #/hr000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length 150 - 150 ---------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 111111222111
Mvmt Flow 43 38 22 43 82 5 54 136 33 1 255 92
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 589 581 302 538 611 152 348 0 0 168 0 0
Stage 1 304 304 - 261 261 -------
Stage 2 285 277 - 277 350 -------
Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.12 - - 4.11 - -
Critical Hdwy Stg 16.115.51-6.115.51-------
Critical Hdwy Stg 26.115.51-6.115.51-------
Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.218 - - 2.209 - -
Pot Cap-1 Maneuver 421 427 740 456 410 897 1211 - - 1415 - -
Stage 1 708 665 - 746 694 -------
Stage 2 724 683 - 732 635 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 318 405 740 382 389 897 1211 - - 1415 - -
Mov Cap-2 Maneuver 318 405 - 382 389 -------
Stage 1 707 664 - 709 660 -------
Stage 2 599 649 - 669 634 -------
Approach EB WB NB SB
HCM Control Delay, s/v15.19 18.48 1.98 0.02
HCM LOS C C
Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1 SBL SBT SBR
Capacity (veh/h)423 - - 318 405 740 396 5 - -
HCM Lane V/C Ratio 0.045 - - 0.137 0.094 0.029 0.329 0.001 - -
HCM Control Delay (s/veh) 8.1 0 - 18.1 14.8 10 18.5 7.5 0 -
HCM Lane LOS A A - C B B C A A -
HCM 95th %tile Q(veh) 0.1 - - 0.5 0.3 0.1 1.4 0 - -
HCM 7th TWSC Projected 2030 with Project
5: Site Drwy/Walmart Drwy & E Moody Rd AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Intersection
Int Delay, s/veh 3.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 20 90 55 20 175 15 65 1 10 10 1 15
Future Vol, veh/h 20 90 55 20 175 15 65 1 10 10 1 15
Conflicting Peds, #/hr000000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length 100 - - 100 ----50--50
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 222222222222
Mvmt Flow 22 98 60 22 190 16 71 1 11 11 1 16
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 207 0 0 158 0 0 405 421 128 384 443 198
Stage 1 ------171171-242242-
Stage 2 ------234250-142201-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1365 - - 1422 - - 556 524 922 575 509 843
Stage 1 ------831757-762706-
Stage 2 ------769700-861735-
Platoon blocked, %- -- -
Mov Cap-1 Maneuver 1365 - - 1422 - - 527 507 922 549 493 843
Mov Cap-2 Maneuver ------527507-549493-
Stage 1 ------817745-750695-
Stage 2 ------741689-836723-
Approach EB WB NB SB
HCM Control Delay, s/v 0.93 0.72 12.39 10.38
HCM LOS B B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2
Capacity (veh/h)527 922 1365 - - 1422 - - 543 843
HCM Lane V/C Ratio 0.136 0.012 0.016 - - 0.015 - - 0.022 0.019
HCM Control Delay (s/veh) 12.9 8.9 7.7 - - 7.6 - - 11.8 9.4
HCM Lane LOS B A A - - A - - B A
HCM 95th %tile Q(veh) 0.5 0 0 - - 0 - - 0.1 0.1
HCM 7th TWSC Projected 2030 with Project
6: Site Drwy & E Moody Rd AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Intersection
Int Delay, s/veh 0.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 90 20 0 215 0 5
Future Vol, veh/h 9020021505
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 98 22 0 234 0 5
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 109
Stage 1 ------
Stage 2 ------
Critical Hdwy -----6.22
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.318
Pot Cap-1 Maneuver - - 0 - 0 945
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - --
Mov Cap-1 Maneuver -----945
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s/v 0 0 8.83
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h)945 - - -
HCM Lane V/C Ratio 0.006 - - -
HCM Control Delay (s/veh) 8.8 - - -
HCM Lane LOS A - - -
HCM 95th %tile Q(veh) 0 - - -
HCM 7th TWSC Projected 2030 with Project
7: Site Drwy & E Moody Rd AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Intersection
Int Delay, s/veh 0.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 95 5 0 215 0 5
Future Vol, veh/h 95 5 0 215 0 5
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 103 5 0 234 0 5
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 106
Stage 1 ------
Stage 2 ------
Critical Hdwy -----6.22
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.318
Pot Cap-1 Maneuver - - 0 - 0 948
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - --
Mov Cap-1 Maneuver -----948
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s/v 0 0 8.82
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h)948 - - -
HCM Lane V/C Ratio 0.006 - - -
HCM Control Delay (s/veh) 8.8 - - -
HCM Lane LOS A - - -
HCM 95th %tile Q(veh) 0 - - -
HCM 7th TWSC Projected 2030 with Project
8: N 2nd E & Site Drwy AM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Intersection
Int Delay, s/veh 0.2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 5 15 685 25 15 1105
Future Vol, veh/h 5 15 685 25 15 1105
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 100 0 - - 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 5 16 745 27 16 1201
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1391 386 0 0 772 0
Stage 1 758 -----
Stage 2 633 -----
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 15.84-----
Critical Hdwy Stg 25.84-----
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 133 612 - - 839 -
Stage 1 423 -----
Stage 2 491 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 130 612 - - 839 -
Mov Cap-2 Maneuver 265 -----
Stage 1 423 -----
Stage 2 482 -----
Approach WB NB SB
HCM Control Delay, s/v 13 0 0.13
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h)- - 265 612 839 -
HCM Lane V/C Ratio - - 0.021 0.027 0.019 -
HCM Control Delay (s/veh) - - 18.9 11 9.4 -
HCM Lane LOS - - C B A -
HCM 95th %tile Q(veh) - - 0.1 0.1 0.1 -
Lanes, Volumes, Timings Projected 2030 with Project
1: N Salem Hwy & US 20 SB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 0 350 1 30 505 565 0 0 450 80
Future Volume (vph)0 0 0 350 1 30 505 565 0 0 450 80
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 0 200 150 0 0 0
Storage Lanes 0 0 0 1 1 0 0 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1742 1416 913 1401
Travel Time (s)39.6 32.2 20.8 31.8
Turn Type Perm NA Perm pm+pt NA NA
Protected Phases 8 5 2 6
Permitted Phases 8 8 2
Detector Phase 88852 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 9.5 22.5 22.5
Total Split (s)22.8 22.8 22.8 24.0 57.2 33.2
Total Split (%)28.5% 28.5% 28.5% 30.0% 71.5%41.5%
Maximum Green (s)18.3 18.3 18.3 19.5 52.7 28.7
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None Min Min
Walk Time (s)7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s)11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr)0 0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 77.6
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: N Salem Hwy & US 20 SB Ramps
HCM 7th Signalized Intersection Summary Projected 2030 with Project
1: N Salem Hwy & US 20 SB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 0 0 0 350 1 30 505 565 0 0 450 80
Future Volume (veh/h) 0 0 0 350 1 30 505 565 0 0 450 80
Initial Q (Qb), veh 000000000
Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1885 1885
Adj Flow Rate, veh/h 376 1 32 543 608 0 0 484 86
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93
Percent Heavy Veh, %222220011
Cap, veh/h 415 1 370 576 1215 0 0 531 94
Arrive On Green 0.23 0.23 0.23 0.25 0.65 0.00 0.00 0.34 0.34
Sat Flow, veh/h 1777 5 1585 1781 1870 0 0 1558 277
Grp Volume(v), veh/h 377032543608000570
Grp Sat Flow(s),veh/h/ln 1782 0 1585 1781 18700001835
Q Serve(g_s), s 15.8 0.0 1.2 17.2 13.0 0.0 0.0 0.0 22.8
Cycle Q Clear(g_c), s 15.8 0.0 1.2 17.2 13.0 0.0 0.0 0.0 22.8
Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.15
Lane Grp Cap(c), veh/h 416 0 370 576 1215000625
V/C Ratio(X)0.91 0.00 0.09 0.94 0.50 0.00 0.00 0.00 0.91
Avail Cap(c_a), veh/h 42403775821282000685
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 28.7 0.0 23.1 18.8 7.0 0.0 0.0 0.0 24.3
Incr Delay (d2), s/veh 22.6 0.0 0.1 23.8 0.3 0.0 0.0 0.0 15.7
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 9.1 0.0 0.5 10.1 4.2 0.0 0.0 0.0 12.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 51.3 0.0 23.2 42.6 7.3 0.0 0.0 0.0 40.0
LnGrp LOS D C D A D
Approach Vol, veh/h 409 1151 570
Approach Delay, s/veh 49.1 23.9 40.0
Approach LOS D C D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 54.5 23.8 30.7 22.4
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 52.7 19.5 28.7 18.3
Max Q Clear Time (g_c+I1), s 15.0 19.2 24.8 17.8
Green Ext Time (p_c), s 4.7 0.1 1.3 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 33.1
HCM 7th LOS C
Lanes, Volumes, Timings Projected 2030 with Project
2: N Salem Hwy & US 20 NB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 11514150000950460407550
Future Volume (vph) 11514150000950460407550
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 100 0 0 0 0 150 0
Storage Lanes 1 1 0 0 0 1 1 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1724 1826 2783 913
Travel Time (s)39.2 41.5 63.3 20.8
Turn Type Perm NA NA Perm pm+pt NA
Protected Phases 4 2 1 6
Permitted Phases 4 2 6
Detector Phase 4 4 2 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)22.5 22.5 22.5 22.5 9.5 22.5
Total Split (s)22.5 22.5 48.0 48.0 9.5 57.5
Total Split (%)28.1% 28.1%60.0% 60.0% 11.9% 71.9%
Maximum Green (s) 18.0 18.0 43.5 43.5 5.0 53.0
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None Min Min None Min
Walk Time (s)7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 74.1
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 2: N Salem Hwy & US 20 NB Ramps
HCM 7th Signalized Intersection Summary Projected 2030 with Project
2: N Salem Hwy & US 20 NB Ramps PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 11514150000950460407550
Future Volume (veh/h) 11514150000950460407550
Initial Q (Qb), veh 000 000000
Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1885 1885 1870 1870 0
Adj Flow Rate, veh/h 125 1 266 0 1033 272 43 821 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 222 011220
Cap, veh/h 356 1 316 0 1088 922 196 1268 0
Arrive On Green 0.20 0.20 0.20 0.00 0.58 0.58 0.04 0.68 0.00
Sat Flow, veh/h 1781 6 1580 0 1885 1598 1781 1870 0
Grp Volume(v), veh/h 125 0 267 0 1033 272 43 821 0
Grp Sat Flow(s),veh/h/ln 1781 0 1586 0 1885 1598 1781 1870 0
Q Serve(g_s), s 4.4 0.0 11.9 0.0 37.7 6.4 0.6 18.5 0.0
Cycle Q Clear(g_c), s 4.4 0.0 11.9 0.0 37.7 6.4 0.6 18.5 0.0
Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 356 0 317 0 1088 922 196 1268 0
V/C Ratio(X)0.35 0.00 0.84 0.00 0.95 0.30 0.22 0.65 0.00
Avail Cap(c_a), veh/h 436 0 388 0 1114 944 246 1347 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 25.3 0.0 28.3 0.0 14.6 7.9 16.7 6.8 0.0
Incr Delay (d2), s/veh 0.6 0.0 13.1 0.0 16.1 0.2 0.6 1.0 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 1.9 0.0 5.5 0.0 18.1 1.9 0.4 5.8 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 25.9 0.0 41.4 0.0 30.7 8.1 17.3 7.8 0.0
LnGrp LOS C D C A B A
Approach Vol, veh/h 392 1305 864
Approach Delay, s/veh 36.5 26.0 8.3
Approach LOS D C A
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 7.4 47.0 19.2 54.4
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 43.5 18.0 53.0
Max Q Clear Time (g_c+I1), s 2.6 39.7 13.9 20.5
Green Ext Time (p_c), s 0.0 2.7 0.8 7.3
Intersection Summary
HCM 7th Control Delay, s/veh 21.6
HCM 7th LOS C
Lanes, Volumes, Timings Projected 2030 with Project
3: N 2nd E/N Salem Hwy & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)30 15 35 415 25 185 40 1000 460 240 735 35
Future Volume (vph)30 15 35 415 25 185 40 1000 460 240 735 35
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)150 0 200 0 150 0 125 0
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft)25 25 25 25
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph)30 30 30 30
Link Distance (ft)1579 818 765 2783
Travel Time (s)35.9 18.6 17.4 63.3
Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases4826
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s)9.6 22.6 30.4 43.4 9.6 70.0 27.0 87.4
Total Split (%)6.4% 15.1% 20.3% 28.9% 6.4% 46.7% 18.0% 58.3%
Maximum Green (s)5.1 18.1 25.9 38.9 5.1 65.5 22.5 82.9
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None None Min None Min
Walk Time (s)7.0 7.0 7.0 7.0
Flash Don't Walk (s)11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr)0 0 0 0
Intersection Summary
Area Type:Other
Cycle Length: 150
Actuated Cycle Length: 134.3
Natural Cycle: 140
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: N 2nd E/N Salem Hwy & E Moody Rd
HCM 7th Signalized Intersection Summary Projected 2030 with Project
3: N 2nd E/N Salem Hwy & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 30 15 35 415 25 185 40 1000 460 240 735 35
Future Volume (veh/h) 30 15 35 415 25 185 40 1000 460 240 735 35
Initial Q (Qb), veh 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1841 1841 1841 1885 1885 1885 1885 1885 1870 1885 1885 1885
Adj Flow Rate, veh/h 33 16 0 451 27 33 43 1087 467 261 799 38
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 444111112111
Cap, veh/h 157 72 0 471 168 206 414 1219 510 291 2021 96
Arrive On Green 0.03 0.04 0.00 0.21 0.22 0.22 0.03 0.50 0.50 0.12 0.58 0.58
Sat Flow, veh/h 1753 1841 0 1795 772 943 1795 2461 1030 1795 3481 166
Grp Volume(v), veh/h 33 16 0 451 0 60 43 783 771 261 411 426
Grp Sat Flow(s),veh/h/ln 1753 1841 0 1795 0 1715 1795 1791 1700 1795 1791 1855
Q Serve(g_s), s 2.2 1.1 0.0 25.9 0.0 3.6 1.5 49.3 52.5 12.1 15.7 15.7
Cycle Q Clear(g_c), s 2.2 1.1 0.0 25.9 0.0 3.6 1.5 49.3 52.5 12.1 15.7 15.7
Prop In Lane 1.00 0.00 1.00 0.55 1.00 0.61 1.00 0.09
Lane Grp Cap(c), veh/h 157 72 0 471 0 374 414 887 842 291 1040 1077
V/C Ratio(X)0.21 0.22 0.00 0.96 0.00 0.16 0.10 0.88 0.92 0.90 0.40 0.40
Avail Cap(c_a), veh/h 180 265 0 471 0 531 432 934 887 405 1182 1225
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 55.8 58.5 0.0 46.3 0.0 39.8 14.5 28.4 29.2 37.1 14.3 14.3
Incr Delay (d2), s/veh 0.7 1.6 0.0 31.0 0.0 0.2 0.1 9.7 13.5 17.2 0.2 0.2
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 1.0 0.5 0.0 5.6 0.0 1.5 0.6 22.9 23.9 9.4 6.3 6.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 56.5 60.1 0.0 77.3 0.0 40.0 14.6 38.1 42.8 54.3 14.6 14.6
LnGrp LOS E E E D B D D D B B
Approach Vol, veh/h 49 511 1597 1098
Approach Delay, s/veh 57.6 72.9 39.7 24.0
Approach LOS E E D C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 19.1 66.7 30.4 9.4 8.4 77.4 7.9 31.9
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 22.5 65.5 25.9 18.1 5.1 82.9 5.1 38.9
Max Q Clear Time (g_c+I1), s 14.1 54.5 27.9 3.1 3.5 17.7 4.2 5.6
Green Ext Time (p_c), s 0.5 7.7 0.0 0.0 0.0 6.5 0.0 0.3
Intersection Summary
HCM 7th Control Delay, s/veh 39.9
HCM 7th LOS D
HCM 7th TWSC Projected 2030 with Project
4: Idaho 33 & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Intersection
Int Delay, s/veh 8.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 105 80 85 35 80 5 70 225 45 1 205 110
Future Vol, veh/h 105 80 85 35 80 5 70 225 45 1 205 110
Conflicting Peds, #/hr000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length 150 - 150 ---------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96
Heavy Vehicles, % 111111111111
Mvmt Flow 109 83 89 36 83 5 73 234 47 1 214 115
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 695 700 271 661 734 258 328 0 0 281 0 0
Stage 1 273 273 - 404 404 -------
Stage 2 422 427 - 257 330 -------
Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.11 - - 4.11 - -
Critical Hdwy Stg 16.115.51-6.115.51-------
Critical Hdwy Stg 26.115.51-6.115.51-------
Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.209 - - 2.209 - -
Pot Cap-1 Maneuver 358 365 770 377 349 783 1237 - - 1287 - -
Stage 1 735 686 - 626 601 -------
Stage 2 611 587 - 750 647 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 250 339 770 238 324 783 1237 - - 1287 - -
Mov Cap-2 Maneuver 250 339 - 238 324 -------
Stage 1 735 685 - 582 559 -------
Stage 2 481 546 - 582 647 -------
Approach EB WB NB SB
HCM Control Delay, s/v20.61 25.35 1.67 0.02
HCM LOS C D
Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1 SBL SBT SBR
Capacity (veh/h)359 - - 250 339 770 300 5 - -
HCM Lane V/C Ratio 0.059 - - 0.438 0.246 0.115 0.417 0.001 - -
HCM Control Delay (s/veh) 8.1 0 - 30.2 19.1 10.3 25.4 7.8 0 -
HCM Lane LOS A A - D C B D A A -
HCM 95th %tile Q(veh) 0.2 - - 2.1 1 0.4 2 0 - -
HCM 7th TWSC Projected 2030 with Project
5: Site Drwy/Walmart Drwy & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Intersection
Int Delay, s/veh 5.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 30 255 110 45 200 20 130 1 25 20 1 30
Future Vol, veh/h 30 255 110 45 200 20 130 1 25 20 1 30
Conflicting Peds, #/hr000000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length 100 - - 100 ----50--50
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 222222222222
Mvmt Flow 33 277 120 49 217 22 141 1 27 22 1 33
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 239 0 0 397 0 0 718 739 337 669 788 228
Stage 1 ------402402-326326-
Stage 2 ------316337-343462-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1328 - - 1162 - - 344 345 705 371 323 811
Stage 1 ------625600-686648-
Stage 2 ------695641-672565-
Platoon blocked, %- -- -
Mov Cap-1 Maneuver 1328 - - 1162 - - 308 322 705 332 302 811
Mov Cap-2 Maneuver ------308322-332302-
Stage 1 ------609585-658621-
Stage 2 ------638614-629551-
Approach EB WB NB SB
HCM Control Delay, s/v 0.59 1.4 23.81 12.53
HCM LOS C B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2
Capacity (veh/h)308 705 1328 - - 1162 - - 331 811
HCM Lane V/C Ratio 0.463 0.039 0.025 - - 0.042 - - 0.069 0.04
HCM Control Delay (s/veh) 26.4 10.3 7.8 - - 8.2 - - 16.7 9.6
HCM Lane LOS D B A - - A - - C A
HCM 95th %tile Q(veh) 2.3 0.1 0.1 - - 0.1 - - 0.2 0.1
HCM 7th TWSC Projected 2030 with Project
6: Site Drwy & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Intersection
Int Delay, s/veh 0.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 255 50 0 260 0 15
Future Vol, veh/h 255 50 0 260 0 15
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 277 54 0 283 0 16
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 304
Stage 1 ------
Stage 2 ------
Critical Hdwy -----6.22
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.318
Pot Cap-1 Maneuver - - 0 - 0 735
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - --
Mov Cap-1 Maneuver -----735
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s/v 0 0 10.01
HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h)735 - - -
HCM Lane V/C Ratio 0.022 - - -
HCM Control Delay (s/veh) 10 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0.1 - - -
HCM 7th TWSC Projected 2030 with Project
7: Site Drwy & E Moody Rd PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Intersection
Int Delay, s/veh 0.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 265 5 0 260 0 5
Future Vol, veh/h 265 5 0 260 0 5
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 288 5 0 283 0 5
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 291
Stage 1 ------
Stage 2 ------
Critical Hdwy -----6.22
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.318
Pot Cap-1 Maneuver - - 0 - 0 748
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - --
Mov Cap-1 Maneuver -----748
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s/v 0 0 9.85
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h)748 - - -
HCM Lane V/C Ratio 0.007 - - -
HCM Control Delay (s/veh) 9.8 - - -
HCM Lane LOS A - - -
HCM 95th %tile Q(veh) 0 - - -
HCM 7th TWSC Projected 2030 with Project
8: N 2nd E & Site Drwy PM Peak Hour
Rexburg WinCo Synchro 12 Report
SCJ Alliance 12/06/2024
Intersection
Int Delay, s/veh 2.3
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 25 155 1345 85 70 890
Future Vol, veh/h 25 155 1345 85 70 890
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 100 0 - - 100 -
Veh in Median Storage, # 2 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 27 168 1462 92 76 967
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 2144 777 0 0 1554 0
Stage 1 1508 -----
Stage 2 636 -----
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 15.84-----
Critical Hdwy Stg 25.84-----
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 42 340 - - 422 -
Stage 1 169 -----
Stage 2 490 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 34 340 - - 422 -
Mov Cap-2 Maneuver 149 -----
Stage 1 169 -----
Stage 2 401 -----
Approach WB NB SB
HCM Control Delay, s/v26.83 0 1.12
HCM LOS D
Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h)- - 149 340 422 -
HCM Lane V/C Ratio - - 0.182 0.496 0.18 -
HCM Control Delay (s/veh) - - 34.4 25.6 15.4 -
HCM Lane LOS - - D D C -
HCM 95th %tile Q(veh) - - 0.6 2.6 0.7 -