12-13-22 Council Work Session Agenda December 13, 2022 — 6:30 PM
Council Conference Room
Hybrid Meeting
1.Review Downtown Traffic Study
2.Review of Federal and State Legislative Priorities for 2023
3.Discussion of 2023 Council Appointments, Assignments, and Reimbursements
4.Council Review of Future Draft Agendas
CITY COUNCIL WORK SESSION AGENDA
City Council Work Sessions are being conducted in a hybrid format with in-person and remote options
for attending.
Remote Attendance: Members of the public may attend this meeting by streaming via Webex, or by
calling 1-415-655-0001 and entering access code 2462 110 1599. Additional information about
attending electronic meetings is available on the City website .
Discussion Item(s)
Council Work Session meetings have an informal, discussion-style format and are designed for the
Council to obtain background information, consider policy alternatives, and provide general directions
to staff. No formal actions are taken at these meetings. The public is invited to attend Council Work
Session meetings and listen to the discussion; public participation is allowed by invitation of the City
Council.
City of Golden Valley City Council Work Session December 13, 2022 — 6:30 PM
1
EXECUTIVE SUMMARY
Physical Development
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Work Session
December 13, 2022
Agenda Item
1. Review Downtown Traffic Study
Prepared By
RJ Kakach, Assistant City Engineer
Jeff Oliver, City Engineer
Summary
Over the past several years, the City has completed several plans and studies that focus on
implementing downtown redevelopment. These include the 2040 Bicycle and Pedestrian Plan, the
2040 Comprehensive Plan, the Municipal Facilities Study, and the Downtown Study (Phases I-III). The
Downtown Traffic Study evaluated potential future redevelopment sites and how traffic operations on
the adjacent street system would be impacted and recommended improvements to accommodate
future traffic demands.
The study area includes approximately 160 acres bound by Trunk Highway 55 (TH 55) on the south,
10th Avenue N on the north, Boone Avenue N on the west, and Pennsylvania Avenue N on the east. A
small area off the southeast quadrant of TH 55 and Winnetka Avenue was also included in the study.
Access points and study intersections were identified to determine how drivers were entering the
downtown area and where drivers were going to or from within the downtown area. A crash analysis
was performed as part of the study to identify where crashes were occurring and the severity of the
crashes. Access points and turning movements were evaluated under existing conditions and
forecasted out for future growth and redevelopment. Existing development trips were removed from
the downtown area and replaced with future trips based on a 20 year redevelopment build out. Traffic
operations were also reviewed at the existing and future redevelopment level.
The results of the study showed that operationally the existing street system is expected to handle the
demand of future downtown redevelopment. A mini roundabout at Golden Valley Road and
Wisconsin Avenue is proposed to improvement intersection operation. Future access consolidations
are recommended to reduce crashes in the downtown area and also improve traffic operations. The
additional trips generated from future develop will have a nominal impact on existing traffic delays in
the area. The area of of the southeast quadrant of TH 55 and Winnetka was evaluated for future
redevelopment and trip generation and it was determined the Harold Avenue and Winnetka Avenue
intersection does have capacity for future R-3 residential redevelopment. Lastly, opportunities for
pedestrian safety improvements should be evaluated with redevelopment and infrastructure
improvements.
2
Financial or Budget Considerations
None at this time.
Legal Considerations
None at this time.
Equity Considerations
The Downtown Traffic Study evaluated all methods of transportation for all users of the street
network including pedestrians, bicyclists, bus riders, and vehicles. Section 8.3 of the study include
recommendations for future non-vehicle safety improvement opportunities.
Recommended Action
No action at this time, the Downtown Traffic Study will be received and filed at a future Council
Meeting
Supporting Documents
Final Golden Valley Downtown Traffic Study Report
3
Golden Valley Downtown
Redevelopment Traffic
Study
Golden Valley, MN
GOLDV 166095 | November 11, 2022
4
SEH is a registered trademark of Short Elliott Hendrickson Inc.
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
i
Contents
1 Introduction ................................................................ 1
2 Study Area ................................................................. 1
3 Existing Conditions ..................................................... 4
3.1 Roadway and Multimodal Facilities ........................................................ 4
3.2 Crash History .......................................................................................... 8
3.3 Access Inventory .................................................................................. 13
3.4 Turning Movement Counts ................................................................... 16
4 Future Conditions ..................................................... 18
4.1 Proposed Redevelopment .................................................................... 18
4.2 Origin-Destination Analysis (StreetLight) .............................................. 19
4.3 Existing Development Trip Removal ..................................................... 20
4.4 Background Traffic Growth ................................................................... 21
4.5 Redevelopment Trip Generation & Distribution .................................... 21
5 Traffic Operations Analysis ...................................... 29
5.1 Existing Conditions ............................................................................... 29
5.2 2042 No Build Conditions ..................................................................... 30
5.3 2042 Build Conditions ........................................................................... 32
5.4 Area 5 Sensitivity Analysis ................................................................... 34
5.5 Golden Valley Road at Wisconsin Avenue Intersection Analysis .......... 36
6 Multimodal Considerations ....................................... 41
7 Summary of Findings ............................................... 42
7.1 Crash History ........................................................................................ 42
7.2 Access Inventory .................................................................................. 42
7.3 Trip Generation and Distribution ........................................................... 42
7.4 Traffic Operations ................................................................................. 43
8 Conclusion and Recommendations .......................... 43
8.1 Access Management ............................................................................ 44
8.2 Wisconsin Avenue at Golden Valley Road Mini Roundabout ............... 45
8.3 Enhanced Uncontrolled Pedestrian Crossings ..................................... 45
5
Contents (continued)
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
ii
List of Tables
Table 1 – Existing Transportation Conditions Summary ............................................. 5
Table 2 – Intersection Crash Summary (Jan. 2017 – June 2022) .............................. 9
Table 3 – Segment Crash Summary (Jan. 2017 – June 2022) ................................ 11
Table 4 – Access and Signal Spacing Guidelines1 ................................................... 13
Table 5 – Existing Trips Removed for Redevelopment ............................................ 21
Table 6 – Existing Trips Removed for Redevelopment ............................................ 22
Table 7 – Existing Trips Removed for Redevelopment ............................................ 22
Table 8 – Full Redevelopment Trip Generation ........................................................ 23
Table 9 – Existing and Full Redevelopment Trip Comparison .................................. 23
Table 10 – Level of Service Thresholds ................................................................... 29
Table 11 – Existing Traffic Operations (SimTraffic) .................................................. 30
Table 12 – 2042 No Build Traffic Operations (SimTraffic) ........................................ 31
Table 13 – 2042 Build Traffic Operations (SimTraffic) ............................................. 33
Table 14 – Area 5 Trip Generation Scenarios .......................................................... 34
Table 15 – 2042 Build Traffic Operations – Area 5 Sensitivity Analysis (SimTraffic) 36
Table 16 – 2042 Build Traffic Operations – Golden Valley Rd at Wisconsin Ave
(HCS) .................................................................................................................. 37
List of Figures
Figure 1 – Project Location ........................................................................................ 3
Figure 2 – Existing Roadway Conditions .................................................................... 6
Figure 3 – Existing Multimodal Facilities .................................................................... 7
Figure 4 – Crash Analysis (Jan. 2017 – June 2022) ................................................ 12
Figure 5 – Existing Access Locations ....................................................................... 15
Figure 6 – Existing (2022) Traffic Volumes .............................................................. 17
Figure 7 – StreetLight Gate Locations ...................................................................... 24
Figure 8 – Trip Distribution ....................................................................................... 25
Figure 9 – Existing Development and Redevelopment Trips .................................... 26
Figure 10 – 2042 No Build Traffic Volumes .............................................................. 27
Figure 11 – 2042 Build Traffic Volumes ................................................................... 28
Figure 12 – 2042 Area 5 Sensitivity Analysis Traffic Volumes ................................. 35
Figure 13 – Golden Valley Road at Wisconsin: Single Lane Roundabout Concept . 39
Figure 14 – Golden Valley Road at Wisconsin: Mini Roundabout Concept .............. 40
Figure 15 – Golden Valley Downtown Study Proposed Bike/Walk Network and
Facilities .............................................................................................................. 41
Figure 16 – Recommendations Summary Map ........................................................ 46
6
Contents (continued)
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
iii
List of Appendices
2022 Traffic Turning Movement Counts
Trip Generation Tables
Operations Summary Tables and Reports
FHWA’s Guide for Improving Pedestrian Safety at Uncontrolled Crossing Locations
(Treatment Matrix)
7
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRA FFIC STUDY GOLDV 166095
Page 1
Golden Valley Downtown Redevelopment
Traffic Study
Prepared for the City of Golden Valley
1 Introduction
The City of Golden Valley (City) plans to revitalize its downtown area into a community-oriented
destination. The City is taking steps to strategically redevelop the land uses, create more
enjoyable and comfortable streets, improve the safety of intersections, and strengthen its
multimodal network in the area. The City has completed several key plans and studies that focus
on implementing this vision now and into the future, including:
• 2040 Bicycle and Pedestrian Plan
• 2040 Comprehensive Plan (Chapter 4: Transportation)
• Municipal Facilities Study
• Golden Valley Downtown Study (Phases I-III)
The purpose of the Downtown Redevelopment Traffic Study is to review the planning and policy
work that the City has completed to evaluate the impact the proposed redevelopment sites may
have to the traffic and operations on the surrounding street network as well as identify any
recommended mitigations to address the expected traffic demands.
2 Study Area
The approximately 160-acre study area is bounded by Trunk Highway 55 (TH 55) to the south,
10th Avenue N to the north, Boone Ave N to the west, and Pennsylvania Ave N to the east. The
following street segments are included in the project area:
• TH 55 (Boone Ave N to Rhode Island Avenue N)
• Golden Valley Road (Boone Avenue N to Pennsylvania Avenue N)
• 10th Avenue N (Boone Ave N to Rhode Island Avenue N)
• Boone Avenue N (TH 55 to 10th Avenue N)
• Wisconsin Avenue N (TH 55 to 10th Avenue)
• Winnetka Avenue N (Harold Avenue to 10th Avenue N)
• Rhode Island Avenue N (TH 55 to 10th Avenue N)
8
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Page 2
The traffic study reviewed operations at 14 study intersections:
1. 10th Avenue at Boone Avenue
N (Signal)
6. Golden Valley Road at
Winnetka Avenue (Signal)
11. TH 55 at Wisconsin Avenue
(Minor Yield)
2. 10th Avenue at Wisconsin
Avenue (Minor Stop)
7. Golden Valley Road at
Rhode Island Avenue (Signal)
12. TH 55 at
Winnetka Avenue (Signal)
3. 10th Avenue at Winnetka
Avenue (Signal)
8. Golden Valley Road at
Pennsylvania Avenue (Minor
Stop)
13. TH 55 at Rhode Island
Avenue (Signal)
4. Golden Valley Road at Boone
Avenue (Signal)
9. Rhode Island Avenue at
Country Club Drive (Minor
Stop)
14. Winnetka Avenue at
Harold Avenue (Minor Stop)
5. Golden Valley Road at
Wisconsin Avenue (All-way
Stop)
10. TH 55 at Boone Avenue
(Signal)
A site location map is shown in Figure 1.
9
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Source: ESRI
This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and SEH does not represent that
the GIS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.
Figure
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GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Page 4
3 Existing Conditions
The downtown area is comprised of various roadway functional classifications, intersection
control types, multimodal facilities, land uses, vehicular volume demand, safety concerns, and
access density. This chapter will summarize these existing conditions to present a holistic
understanding of the characteristics within the study area.
3.1 Roadway and Multimodal Facilities
Table 1 summarizes the existing roadway conditions and multimodal facilities along each
roadway within the study area. The existing functional classifications were obtained from the
Metropolitan Council’s classification outlined in the 2040 Golden Valley Comprehensive Plan. It is
noted that the plan proposes a few changes to the functional classifications, predominantly from
a local to collector street (e.g. Golden Valley Road west of Winnetka Ave). The daily traffic
volume data was provided by MnDOT’s Traffic Mapping Application with most of the data
collected in 2017. Figure 2 depicts the existing roadway conditions within the study area,
including the existing traffic control and lane configuration at each study intersection.
The existing multimodal amenities in the project area include networks of sidewalk, multi-use
trails, on-street bicycle lanes, Metro Transit bus routes 705 and 755, transit stops, and the Luce
Line Regional Trail. The on-street bicycle lanes in the study area were recently implemented in
2021 as part of the City’s bicycle lane project, which reallocated the existing roadway width to
stripe bicycle lanes on both sides of the respective segments. Additionally, there are seven
existing uncontrolled crossing locations within the downtown area, located along Golden Valley
Road, Rhode Island Avenue, Pennsylvania Avenue, and 10th Avenue. One RRFB is planned for
2022 construction at the intersection of Winnetka Avenue at Harold Avenue/Brookview Parkway.
Figure 3 summarizes the Existing Multimodal Facilities within the study area. Examples of some
of these facilities are shown in the images below.
Golden Valley Rd on-street
bicycle lanes
10th Ave on-street bicycle
lanes
Luce Line Regional Trail along
Pennsylvania Ave
Pedestrian overpass crossing
TH 55 near Winnetka Ave
11
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Page 5
Table 1 – Existing Transportation Conditions Summary
Roadway
(Functional
Classification1)
Daily Traffic
Volume2 Lanes Posted Speed Limit
(MPH)
Multimodal
Facilities
TH 55
(Principal Arterial)
36,000 4 lanes, divided 55
• Pedestrian
overpass at
Winnetka Ave
Golden Valley Rd
(Local, W of
Winnetka; Collector,
E of Winnetka)
• 2,650-3,600 (W of
Wisconsin)
• 5,700-7,900 (W of
Rhode Island)
• 5,900 (E of Rhode
Island)
• 3 lanes (Boone to
Wisconsin)
• 2 lanes, divided
(Wisconsin to
Rhode Island Ave)
• 2 lanes, undivided
(E of Rhode Island
Ave)
• 30 (W of Winnetka)
• 35 (E of Winnetka)
• Sidewalk on one or
both sides
• On-street bicycle
lanes from Boone
Ave to Wisconsin
Ave and east of
Rhode Island Ave
• Metro Transit Bus
Route
10th Ave
(Local)
• 1,550-2,400 (W of
Winnetka)
• 2,850 (E of
Winnetka)
2 lanes, undivided 30
• Sidewalk on south
side
• On-street bicycle
lanes
• Metro Transit Bus
Route
Boone Ave N
(Collector)
• 3,150 (N of 10th
Ave)
• 6,600 (N of TH 55)
• 7,900 (S of TH 55)
• 4 lanes, divided
(Approximately S of
Golden Valley Rd)
• 2 lanes, undivided
(Approximately N of
Golden Valley Rd)
30
• On-street bicycle
lanes
• Metro Transit Bus
Route
Wisconsin Ave
(Local)
• 1,350 (N of Golden
Valley Rd)
• 2,650 (S of Golden
Valley Rd)
2 lanes, undivided 30
• Sidewalk on one or
both sides
• Metro Transit Bus
Route
Winnetka Ave
(CSAH 156)
(Minor Arterial)
• 12,500 (N of 10th
Ave)
• 15,000 (TH 55 to
10th Ave)
• 9,000 (S of TH 55)
4 lanes, divided 30
• Sidewalk on both
sides
• Metro Transit Bus
Route
Rhode Island Ave
(Local) 7,000
• 3 lanes (N of
Golden Valley Rd)
• 2 lanes, divided (S
of Golden Valley
Rd)
• 30 (N of Golden
Valley Rd)
• 35 (S of Golden
Valley Rd)
• Sidewalk on both
sides
• On-street bicycle
lanes
Pennsylvania Ave
(Local) Not Available 2 lanes, undivided 30 • Sidewalk
• Regional trail
Country Club Dr
(Local) 2,250 2 lanes, undivided 30
• Sidewalk on south
side
• Regional Trail
Harold Ave
(Local) 1,250 2 lanes, undivided 30
• Sidewalk on south
side
• Planned RRFB at
Winnetka Avenue
Notes:
1Source: 2040 Golden Valley Comprehensive Plan – Chapter 4: Transportation
2Source: MnDOT Traffic Mapping Application
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the GIS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.
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14
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Page 8
3.2 Crash History
Crash data from January 1, 2017 through June 30, 2022 (5.5 years) were obtained from the
MnDOT Crash Mapping Analysis Tool (MnCMAT2). The type and severity of the crashes were
reviewed and crash rates and critical rates were calculated for the study intersections.
The crash rate at each intersection is expressed as the number of crashes per million entering
vehicles (MEV). The critical crash rate is a statistical value that is unique to each intersection and
is based on vehicular exposure and the statewide average crash rate for similar intersections. An
intersection with a crash rate higher than the critical rate can indicate a safety concern at the
intersection and the site should be reviewed.
Crash severity is separated into five categories based on injuries sustained during the crash.
• Fatal – Crash that results in a death
• Severity A – Crash that results in an incapacitating injury or serious injury
• Severity B – Crash that results in a non-incapacitating injury or minor injury
• Severity C – Crash that results in possible injury
• Property Damage – Crash that results in property damage only, with no injuries
Intersection Crash Summary
• There was a total of 196 crashes that occurred in the 5.5-year timeframe at the 14 study
intersections.
• There were no fatal crashes and two Severity A crashes in the 5.5-year timeframe. The
intersections of TH 55 at Boone Avenue and TH 55 at Wisconsin Avenue each
experienced one Severity A crash.
• Most crashes (65%) resulted in Property Damage only.
• Approximately 20% of crashes resulted in a Severity C injury; 15% of crashes resulted in
a Severity B injury.
• None of the study intersections exceeded the critical crash rate. Note that not exceeding
the critical rate indicates that statistically there has been no existing major safety
problems, though it doesn’t alleviate all safety concerns.
• The crash rates at the following intersections were above the MnDOT average rate: 10th
Avenue at Winnetka Avenue and Golden Valley Road at Boone Avenue.
• Approximately 55% of the crashes at TH 55 at Boone Avenue were rear end crashes;
approximately 67% of all crashes at TH 55 at Winnetka Avenue were rear end crashes.
The intersection crash information is summarized in Table 2. Intersection crash locations are
represented in Figure 4.
15
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Page 9
Table 2 – Intersection Crash Summary (Jan. 2017 – June 2022)
Intersection:
Crash Severity Crash Rates
Fatal Sev
A
Sev
B
Sev
C
Property
Damage Total Int.
Rate Critical
10th Ave at Boone Ave* 0 0 0 0 3 3 0.32 1.16
10th Ave at Wisconsin Ave 0 0 0 0 0 0 0.00 0.65
10th Ave at Winnetka Ave* 0 0 3 3 7 13 0.55 0.91
Golden Valley Rd at Boone Ave* 0 0 1 4 9 14 0.69 0.94
Golden Valley Rd at Wisconsin Ave 0 0 0 0 0 0 0.00 0.69
Golden Valley Rd at Winnetka Ave* 0 0 1 0 10 11 0.40 0.87
Golden Valley Rd at Rhode Island Ave* 0 0 1 1 1 3 0.18 0.99
Golden Valley Rd at Pennsylvania Ave 0 0 1 0 0 1 0.09 0.46
Country Club Dr at Rhode Island Ave 0 0 0 1 0 1 0.09 0.44
TH 55 at Boone Ave* 0 1 10 11 33 55 0.70 0.82
TH 55 at Wisconsin Ave 0 1 0 4 8 13 0.20 0.21
TH 55 at Winnetka Ave* 0 0 6 8 43 57 0.71 0.82
TH 55 at Rhode Island Ave* 0 0 3 8 14 25 0.37 0.84
Harold Ave at Winnetka Ave 0 0 0 0 0 0 0.00 0.41
TOTAL 0 2 26 40 128 196
*Signalized Intersection
Segment Crash Summary
• There was a total of 39 additional crashes that occurred between the study intersections
along roadway segments, predominantly at driveways.
• There were no fatal or Severity A crashes in the 5.5-year time frame.
• Most crashes (82%) resulted in Property Damage only.
• Approximately 8% of crashes resulted in a Severity C injury; 10% of crashes resulted in a
Severity B injury.
• Most crashes (49%) were right-angle crashes; 26% were a side-swipe crashes.
• The segment of Golden Valley Road from Winnetka Avenue to Rhode Island Avenue:
− Exceeds the critical crash rate with 5 crashes occurring in the 5.5-year timespan.
− 2 of the 5 crashes occurred at the same driveway during construction activity on
Golden Valley Road.
• The segment of Golden Valley Road from Boone Avenue to Wisconsin Avenue:
− Crash rate exceeds the MnDOT’s average crash rate
• The segment of Golden Valley Road from Wisconsin Avenue to Winnetka Avenue:
− Exceeds the critical crash rate with 6 crashes occurring in the 5.5-year timespan.
− 4 of the 6 crashes occurred during snowy/icy conditions
− 3 of the 4 snowy/icy condition crashes occurred along the curve by Wells Fargo.
• The segment of Wisconsin Avenue from Golden Valley Road to 10th Avenue:
− Crash rate is above MnDOT’s average crash rate for urban 2-lane roadways with a
similar AADT
16
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Page 10
• The segment of Winnetka Avenue from TH 55 to Golden Valley Road:
− Exceeds the critical crash rate with 10 crashes occurring in the 5.5-year timespan.
− 2 of the 10 crashes involved non-compliant exit maneuvers at the right-in/right-out
access on the east side of Winnetka Avenue (i.e. taking a left turn out).
− 6 of the 10 crashes were angle crashes at driveways involving through vehicles on
Winnetka and exiting vehicles from driveways.
The segment crash information is summarized in Table 3. Segment crash locations are evident in
Figure 4.
17
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Page 11
Table 3 – Segment Crash Summary (Jan. 2017 – June 2022)
Roadway
Segment
Crash Severity Crash Rates
Fatal Sev A Sev
B
Sev
C
Property
Damage Total Segment
Rate Critical TH 55 Boone Ave to
Wisconsin Ave 0 0 0 0 2 2 0.13 0.90
Wisconsin Ave to
Winnetka Ave 0 0 0 0 0 0 0.00 0.89
Winnetka Ave to
Rhode Island Ave 0 0 0 0 1 1 0.10 1.03 Golden Valley Road Boone Ave to
Wisconsin Ave 0 0 1 0 1 2 0.92 2.66
Wisconsin Ave to
Winnetka Ave 0 0 0 0 6 6 2.96 2.73
Winnetka Ave to
Rhode Island Ave 0 0 1 0 4 5 3.72 3.24
Rhode Island Ave
to Pennsylvania
Ave
0 0 0 0 0 0 0.00 3.59 10th Avenue Boone Ave to
Wisconsin Ave 0 0 0 0 1 1 1.26 4.11
Wisconsin Ave to
Winnetka Ave 0 0 0 0 0 0 0.00 3.89
Winnetka Ave to
Rhode Island Ave 0 0 0 0 0 0 0.00 5.21 Boone Ave TH 55 to Golden
Valley Rd 0 0 0 0 0 0 0.00 6.91
Golden Valley Rd to
10th Ave 0 0 0 0 0 0 0.00 2.64 Wisco-nsin Ave TH 55 to Golden
Valley Rd 0 0 0 0 0 0 0.00 5.72
Golden Valley Rd to
10th Ave 0 0 0 0 1 1 1.43 4.37 Winnetka Ave Harold Ave to TH
55 0 0 0 0 0 0 0.00 5.29
TH 55 to Golden
Valley Rd 0 0 1 1 8 10 5.85 5.07
Golden Valley Rd to
10th Ave 0 0 1 2 5 8 1.64 3.74 Rhode Island Ave TH 55 to Country
Club Dr 0 0 0 0 2 2 0.72 3.25
Country Club Dr to
Golden Valley Rd 0 0 0 0 0 0 0.00 5.63
Golden Valley Rd to
10th Ave 0 0 0 0 1 1 0.58 2.91
Total 0 0 4 3 32 39 Segment Crash Rate Exceeds Critical Crash Rate
18
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Project: GOLDV 166095
Map by: jdanibas
Projection: Hennepin County Coords.
Source: ESRI
This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and SEH does not represent that
the GIS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.
Figure
4
Print Date: 10/17/2022Path: X:\FJ\G\GOLDV\166095\5-final-dsgn\51-drawings\90-GIS\Figure 4_Crash Analysis (Jan 2017-June 2022).mxdCrash Analysis (Jan. 2017 - June 2022)
Golden Valley Downtown Redevelopment Study
Golden Valley, Minnesota
I
0 500250
Feet
S S 7/10 crashes involvedriveway access2/10 crashes involved driversdisobeying right-in/right-out restriction
4/8 crashes areangle crashes
5/8 crashes involvedriveway access
6/10 crashes areangle crashes
Critical Crash Rate and FAR Rate*
Total Intersection CrashesX
Fatal and Severe Injury Crashes**
Severe Injury CrashS
Segment Crashes(Not Fatal/Serious Injury)
*No intersections exceed the critical crash rate or critical FAR rate; no segments exceed the critical FAR rate
**There were no fatalcrashes in the study area.
Segment Exceeds Critical Crash Rate
19
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Page 13
3.3 Access Inventory
Access density and access types (e.g. full access, partial access, etc.) on roadway segments can
affect the safety and overall performance of a roadway since they introduce additional conflict
points, impact operations, and cause confusion for roadway users. Roadways that prioritize
mobility, such as principal arterials, minor arterials, and collector streets, perform better with well-
planned access spacing
The existing access locations, type, and spacing were evaluated to identify access management
opportunities and safety improvements within the downtown area. In addition to the 11 public
street intersections, there are a total of 63 driveway access points within the study area, with 53
accesses in the downtown study area and 10 additional accesses in the southeast quadrant of
TH 55 and Winnetka Avenue (Area 5). Within the study area, there are four public street
intersection types (3/4 access, minor stop control, all-way stop control, and signal control) and
four driveway access type (full access, right-in/right-out, enter only, and exit only). Access
restrictions are imposed primarily by center raised medians or signing. Generally, more restrictive
intersection or driveway access types have less conflicts and enhanced safety.
Figure 5 shows the existing access locations, their access types, and the roadway functional
classification in the study area.
Using MnDOT’s guidelines for access spacing, the City of Golden Valley observes the access
and signal spacing guidelines shown in the Comprehensive Plan, Chapter 4 and summarized
below in Table 4.
Table 4 – Access and Signal Spacing Guidelines1
Functional
Classification
MnDOT Access
Category and
Subcategory
Intersection Spacing
Signal
Spacing
Example
Corridors in
Golden Valley
Primary
Full Access
Intersection
Secondary
Intersection
Principal Arterials
(Expressways)
Category: 4
Subcategory: B 1/2 mile 1/4 mile 1/2 mile TH 55
Principal Arterials
(Freeways)
Category: 4
Subcategory: B 1 mile interchange N/A I-394, Hwy 169
Minor Arterials Category: 5
Subcategory: B 1/4 mile 1/8 mile 1/4 mile Douglas Drive,
Winnetka Ave N
Collectors Category: 6
Subcategory: B 1/8 mile N/A 1/4 mile
Golden Valley
Road, Boone
Ave
Notes:
1Source: 2040 Golden Valley Comprehensive Plan – Chapter 4: Transportation, Table 4.2
Many of the roadways within the study area are local streets, which are most suitable to serve
more closely spaced public street and private driveway accesses. There are no freeways within
the downtown study area; however, TH 55 (Principal Arterial, Expressway) borders the downtown
area to the south. The existing right-in/right-out access and signals on TH 55 between Boone
Avenue and Winnetka Avenue meet the 1/4-mile and 1/2-mile spacing guidelines, respectively.
However, the spacing between the signals on TH 55 between Winnetka Avenue and Rhode
Island Avenue is less than the 1/2-mile spacing guidelines at approximately 0.15-mile spacing.
20
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Page 14
Winnetka Avenue is the single Minor Arterial roadway through the project area. The signals
between Golden Valley Road and 10th Avenue are spaced 1/4-mile apart while the spacing
between the Golden Valley Road and TH 55 signals are spaced approximately 1/8-mile apart,
which is below the guidelines. Along Winnetka Avenue, there are many intersections that are
spaced below the 1/8-mile spacing guidelines for secondary intersections. Therefore, Winnetka
Avenue may benefit from access consolidation or restrictions as redevelopment occurs to
preserve the mobility and safety of the corridor. For example, the commercial driveways on the
west side of Winnetka Avenue between TH 55 and Golden Valley Road could be consolidated
and restricted to a right-in/right-out access. The driveway on the east approach is already a right-
in/right-out driveway but is not mirrored on the west approach and experiences compliance
issues. Installing a center raised median to further restrict these driveways will enhance the
safety and mobility of this roadway segment.
Boone Avenue and Golden Valley Road (east of Winnetka Avenue) are the two Collector
roadways within the study area. The signal spacing on Boone Avenue between TH 55 and 7th
Avenue/Golden Valley Road and the signal spacing on Golden Valley Road between Winnetka
Avenue and Rhode Island Avenue are spaced closer than the 1/4-mile guideline. There are no
specific access spacing guidelines for secondary intersections/driveways for Collector roadways.
The remaining roadways are classified as Local Streets and do not adhere to specific access
spacing guidelines since these roads are lower speed and prioritize access over mobility.
However, there are likely opportunities for the City to consolidate and manage existing accesses
as redevelopment occurs to provide safer and more reasonable access on the local roadway
network. In addition, any new access point considered should be planned to minimize negative
impacts to safety and operations of nearby street or driveways.
21
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Project: GOLDV 166095
Map by: jdanibas
Projection: Hennepin County Coords.
Source: ESRI
This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and SEH does not represent that
the GIS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.
Figure
5
Print Date: 10/5/2022Path: X:\FJ\G\GOLDV\166095\5-final-dsgn\51-drawings\90-GIS\Figure 5_Existing Access Locations.mxdExisting Access Locations
Golden Valley Downtown Redevelopment Study
Golden Valley, Minnesota
I
0 500250
Feet
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GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Page 16
3.4 Turning Movement Counts
Vehicle turning movement counts were collected during weekdays with normal traffic patterns in
March and April 2022. SEH deployed a total of 39 video cameras to collect turning movement
count data at the 14 study intersections and 25 existing downtown driveways.
The data at the study intersections was processed for a total of 13 hours (6AM-7PM). The
network peak hour periods were determined to be 7:30-8:30 AM and 4:30-5:30 PM. The existing
turning movement count data is summarized in Figure 6. Complete vehicle turning movement
counts are included in Appendix A.
The data at the existing driveway locations were processed only for the network AM and PM
peak hours. This information was used to more accurately estimate the number of trips that will
be removed from the network in the analysis due to the redevelopment.
23
GeWX
Wisconsin AveBoone AvePennsylvania AveGolden Valley RdGolden Valley
Rd
10th Ave
Harold Ave
Country Club DrWinnetka Ave?ØA@ Rhode Island Ave1 2 3
4
5
6 7 8
9
10 11
12 13
14
Project: GOLDV 166095
Figure
6
Map by: jdanibas
Projection: Hennepin Co. Coords.
Source: ESRI
Print Date: 10/5/2022
This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic
Information System (GIS) Data used to prepare this map are error free, and SEH does not represent that the GIS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this
map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.Path: X:\FJ\G\GOLDV\166095\5-final-dsgn\51-drawings\90-GIS\Figure 6_Existing (2022) Traffic Volumes.mxdI Existing (2022) Traffic Volumes
Golden Valley Downtown Redevelopment Study
Golden Valley, Minnesota
Study Intersection
XX / (XX)AM Peak HourPM Peak Hour
Boone Ave>ä=13 / (20)33 / (43)23 / (30) 1 / (1)92 / (98)28 / (17)>ä=10th Ave
5 / (8)53 / (92)22 / (11)>ä=1
12 / (23)18 / (19)19 / (30)>ä=Boone Ave>ä= 2 / (6)28 / (63)30 / (119) 3 / (21)106 / (168) 32 / (30)>ä=Golden Valley Rd
30 / (129)105 / (81) 39 / (60)>ä=4
43 / (22) 26 / (49)111 / (134)>ä=Boone Ave>ä= 103 / (172)1,555 / (1,390) 74 / (23)103 / (151) 71 / (92) 73 / (193)>ä=Highway 55
26 / (73)54 / (70)57 / (121)>ä=10
115 / (108)906 / (1,213) 86 / (50)>ä=Wisconsin Ave 61 / (79)1,624 / (1,625)31 / (72)Highway 55 11
56 / (35)1,076 / (1,299)=>ää=Wisconsin Ave>ä=11 / (11)75 / (148) 0 / (8) 9 / (9)14 / (16)14 / (24)>ä=Golden Valley Rd
5 / (5)38 / (32)33 / (77)>ä=5
9 / (14)43 / (106)22 / (38)>ä=Wisconsin Ave>ä= 0 / (0)46 / (72)16 / (20)1 / (0)1 / (2)1 / (4)>ä=10th Ave
19 / (24) 0 / (1)23 / (38)>ä=2
0 / (6)39 / (44)18 / (20)>ä=DrivewayWinnteka Ave>ä=18 / (58) 8 / (29)30 / (60) 32 / (19)353 / (305) 53 / (37)>ä=10th Ave
44 / (13)144 / (414) 8 / (6)>ä=3
25 / (93) 7 / (14) 1 / (17)>ä=Winnetka Ave>ä=14 / (43)57 / (114)41 / (94) 4 / (28)343 / (312) 32 / (65)>ä=Golden Valley Rd
37 / (53)199 / (384) 44 / (78)>ä=6
28 / (40)40 / (60)43 / (81)>ä=Winnetka Ave>ä= 102 / (169)1,399 / (1,363) 123 / (93)113 / (143)141 / (122)180 / (272)>ä=Highway 55
68 / (118)102 / (190) 50 / (43)>ä=12
103 / (235)951 / (1,073) 41 / (50)>ä=Winnetka Ave>ä=1 / (11)0 / (0)1 / (0) 5 / (27)274 / (187) 26 / (35)>ä=Brookview Pkwy
0 / (1)184 / (297) 6 / (4)>ä=14
35 / (43) 1 / (4)10 / (9)>ä=Harold Ave Pennsylvania Ave32 / (64)80 / (183)41 / (27) 9 / (12)Golden Valley Rd 8
10 / (7)112 / (156)>ä>=ä=Rhode Island Ave 77 / (80)1,552 / (1,598) 55 / (139)103 / (186)Highway 55 13
93 / (165)1,040 / (1,203)>ä>=ä=Rhode Island Ave>ä= 6 / (35) 2 / (1)11 / (52)102 / (134) 41 / (20)Driveway
79 / (155)35 / (28)9
21 / (37)
36 / (69)
Country Club Drä=>=>äRhode Island Ave>ä= 8 / (4)41 / (128)34 / (52) 4 / (6)55 / (67)17 / (28)>ä=Golden Valley Rd
28 / (55)24 / (81)54 / (91)>ä=7
14 / (18)85 / (130)54 / (35)>ä=24
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Page 18
4 Future Conditions
4.1 Proposed Redevelopment
The redevelopment plan for the City’s downtown area is based on a series of robust
engagement, planning efforts and studies, policy changes, and investments to incorporate the
City’s long-term goals identified in the 2040 Comprehensive Plan. A summary of the high-level
goals the downtown redevelopment looks to achieve include the following:
• Invest and update commercial buildings
• Convert industrial buildings to non-industrial uses
• Upgrade and relocate buildings within the Civic Campus (City Hall and Public Safety
buildings)
• Improve connectivity of the downtown areas
• Implement a Complete Streets vision with more comfortable walking/bicycling facilities
and streetscaping
• Support mixed land uses, including additional housing options
• Incorporate public spaces
The City of Golden Valley engaged in a three-phase process with Hoisington Koegler Group Inc.
(HKGi) to complete the Golden Valley Downtown Study (2018-2021), which recommended
redevelopment scenarios for the downtown area based on public engagement, identified
investment opportunities, and long-term planning goals - among other elements. The study
divided the downtown area into four quadrants: SW, SE, NW, and NE. Redevelopment is
anticipated on three of the four quadrants (SW, NE, and NW). The SE quadrant did not anticipate
future redevelopment due to the recently completed redevelopment in that quadrant.
The preferred long-term redevelopment concept from the study is shown below for the three
quadrants that propose redevelopment.
The City’s central Civic Center campus is in the northeast quadrant near the intersection of
Winnetka Avenue and Golden Valley Road. The quadrant hosts the City’s Public Works, Public
Safety (Police and Fire Departments), the City Hall, a Hennepin County Library, the water tower,
and a McDonald’s. The subsequent City of Golden Valley Municipal Facilities Study (2021),
completed by BKV Group, completed a detailed analysis to understand the needs from a
facilities, operations, and space perspective. The study ultimately identified two planning options
that best achieve the project goals (Options B and C in the study). Each option maintained the
existing library, McDonald’s and water tower.
For the Downtown Redevelopment Traffic Study, Option C was used since it includes more area
for first-floor retail land uses and is assumed to be a more conservative approach from a traffic
perspective. A summary of the land uses outlined in Concept C used in the traffic study is shown
in the figure below.
25
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Page 19
The Downtown Redevelopment Traffic Study utilized the proposed land uses, sizes, locations
from the Golden Valley Downtown Study for the NW and SW quadrants and the Municipal
Facilities Study for the NE quadrant. Based on conversations with the City, an additional area
(Area 5) on the southeast quadrant of Winnetka Ave and TH 55 may also be redeveloped. The
Traffic Study conducted a sensitivity analysis for this area to estimate how much additional traffic
could be added before requiring control change at Winnetka Avenue and Harold Avenue or
exceeding capacity of the TH 55 and Winnetka Avenue intersection.
The traffic study separated the area into five areas to complete the analyses included in this
interim memo:
• Area 1: Use proposed redevelopment land uses outlined in the “SW quadrant”
• Area 2: Use proposed redevelopment land uses outlined in the “NW quadrant”
• Area 3: Use proposed redevelopment land uses outlined in “Concept C”
• Area 4: This area does not propose any redevelopment
• Area 5: This study will conduct a sensitivity analysis in this area to understand how much
additional traffic can be added and will be discussed in the forthcoming report.
These areas can be referenced in Figure 2.
4.2 Origin-Destination Analysis (StreetLight)
To analyze the existing origin and destination for Downtown Area trips, StreetLight Data was
used. StreetLight Data is a private company that compiles mobile device information from billions
of anonymized location records from smartphones and navigation devices in connected vehicles.
StreetLight Data provides a software platform that can be used to compile vehicle routing or
origin-destination (OD) information to analyze traffic patterns. More information about StreetLight
Data can be found at the company’s website: https://www.streetlightdata.com.
The Minnesota Department of Transportation (MnDOT) has purchased a regional subscription to
the StreetLight platform, from which the City of Golden Valley has purchased a user license. The
analysis for this study was completed using the City of Golden Valley’s license.
Preferred Long-Term Redevelopment Concept
(Source: Golden Valley Downtown Study Phase II Interim Report)
NE
Quadrant
NW
Quadrant
SW
Quadrant SE
Quadrant
26
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Page 20
To analyze the traffic patterns for the existing Golden Valley Downtown area, an OD analysis was
completed for each access point in the Downtown Area Redevelopment Areas. For this study, 12
external gate locations on the edges of the study area were identified to capture all vehicles
entering and exiting the area. Separate gates were placed at the 27 accesses to the Downtown
Redevelopment Areas. For the purposes of the StreetLight analysis, a gate is defined as a point
on the roadway/access driveway where directional vehicle data is collected for use in determining
the origin/destination for entering/exiting Downtown Area development traffic. The primary
purpose of the StreetLight analysis was to determine the existing entering/exiting traffic patterns
for the Downtown Area to remove the existing development trips and distribute the new
redevelopment trips more accurately. This analysis was completed for Areas 1 through 4; Area 5
was not included in the StreetLight review since it was not necessary to meet the analysis goals
in that area.
The external gate and access gate locations are shown in Figure 7.
A significant benefit of the StreetLight platform is the ability to pull long-term OD information. For
this study, the OD data for each access driveway was collected from January 1, 2021 through
March 31, 2022 (15 months). The data was sorted to only include weekdays (Monday through
Thursday) to cover typical weekday traffic patterns.
Based on the StreetLight OD analysis, approximately 10% of the retail trips and 5% of the
office/industrial trips within the Downtown Redevelopment Area are linked trips, where one
vehicle travels between one development driveway to another in the same trip. Using the
StreetLight OD analysis information, an external trip distribution was created for three different
general land use types, described below.
• Retail/Residential – Generally includes both local and regional trips. Although there are
no existing residential land uses in the downtown development areas, it is assumed that
this trip distribution can be applied to all future residential trips.
• Office/Industrial – Generally includes more regional to/from work trips.
• Municipal Facility Land Uses – Includes the Civic Campus (City Hall and Public Safety
buildings), library, Department of Motor Vehicles. Generally includes more local trips as
most users of these land uses live within the City of Golden Valley.
Figure 8 shows the external trip distributions for retail, office/industrial, and municipal facility land
estimated for this study. The Streetlight data was used to remove the existing development trips
and add in the new redevelopment trips.
4.3 Existing Development Trip Removal
Once the Golden Valley Downtown Area is fully redeveloped, the existing development trips will
be removed and replaced with trips from the new development. To remove the existing
development trips, the existing driveway counts and the trip distribution for each driveway type
from the StreetLight analysis (i.e. retail, office, or municipal facility) were used. Overall, the
StreetLight trip distribution was used based on logical routes from the driveway counts.
Table 5 shows the existing development trips in each redevelopment area during the AM and PM
peak hours that were removed for the future redevelopment trips.
27
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Page 21
Table 5 – Existing Trips Removed for Redevelopment
Area
AM Peak Hour PM Peak Hour
Total Enter Exit Total Enter Exit
Area 1 130 83 47 598 299 299
Area 2 80 40 40 72 35 37
Area 3 70 46 24 127 46 81
Area 4 No Planned Redevelopment
Total 280 169 111 797 380 417
Figure 9 shows the existing development trips being removed from each redevelopment area
during the AM and PM peak hours as well as the external origin/destination of each trip.
4.4 Background Traffic Growth
Based on input from the City staff and the planned redevelopment schedule, the study analyzed
a single 2042 design year. The background traffic volumes of the future 2042 analysis year were
calculated based on linear annual growth rates in the project area. Using daily traffic data
provided in the 2040 Comprehensive Plan (Chapter 4) and MnDOT’s historical average annual
daily traffic (AADT) counts, most roadways within the project area are expected to have minimal
growth over the next 20 years. Therefore, an overall 0.50% annual linear growth rate was applied
to the background traffic in the study area to determine the 2042 design year background traffic
volumes.
Figure 10 shows the 2042 No Build traffic volumes for the AM and PM peak hours, which
includes the existing traffic volumes with the 0.50% annual linear growth rate applied.
4.5 Redevelopment Trip Generation & Distribution
The City of Golden Valley provided redevelopment land use assumptions and site concept
layouts for the redevelopment areas based on the recent Golden Valley Downtown Study (2018-
2021) and the Municipal Facilities Study (2021). The plans include redevelopment of the
commercial area on the south side of Golden Valley Road (Area 1), the office/industrial area
south of 10th Avenue (Area 2), and the municipal facility land uses in the northeast quadrant east
of Winnetka Ave (Area 3). The redevelopment areas include multi-family residential, retail, and
office land uses as well as new municipal facility buildings (i.e. City Hall, Library, etc.).
Based on the two previous studies and discussions with the City, redevelopment land uses and
building sizes (i.e. gross square footage or residential units) were estimated for each
development area. This land use plan is reflected in Table 6.
28
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Page 22
Table 6 – Existing Trips Removed for Redevelopment
Area
Apartments Affordable
Housing Retail Office Bank Municipal
Facilities
Units Units k-sqf k-sqf k-sqf k-sqf
Area 1 430 60 85.3 3.5
Area 2 220 106 4
Area 3 250 20 100
Area 4 No Planned Redevelopment
Total 900 60 105.3 106 7.5 100
Trip generation estimates for each redevelopment area were calculated based upon the Institute
of Transportation Engineers’ (ITE) Trip Generation Manual, 11th Edition. The ITE Trip Generation
Manual does include trip generation rates for some of the municipal facility land uses such as
City Hall, fire departments, and libraries. However, these ITE trip generation rates are high
compared to the existing driveway counts collected as part of this study. While the
redevelopment plan calls new municipal buildings within Area 3, the size and general use of each
building is not expected to change dramatically. Therefore, the existing trip generation rates for
the municipal land uses in the Golden Valley Downtown Area were used for future redevelopment
trip estimates. As a conservative approach, the same 0.5% annual background growth rate was
applied to these trips (10% increase on existing over 20 years).
Based on the StreetLight analysis, an internal trip reduction of 10% was used for retail/residential
land uses and 5% for office land uses for areas with multiple land use types (e.g. retail and
residential). An additional 5% reduction in trips was applied to each non-municipal facility land
use to account for a mode share reduction due to the redevelopments focus on pedestrian,
bicycle, and transit friendly development.
Table 7 shows the trip generation rates used for each land use type and the entering/existing
percentages for trips in the AM and PM peak hours.
Table 7 – Existing Trips Removed for Redevelopment
Area ITE
Code Units
AM Peak Hour PM Peak Hour
Rate Enter Exit Rate Enter Exit
Apartments 221 Units 0.37 23% 77% 0.39 61% 39%
Affordable Housing 123 Units 0.36 29% 71% 0.46 59% 41%
Retail 822 k-sqf 2.36 60% 40% 6.59 50% 50%
Office 710 k-sqf 1.52 88% 12% 1.44 17% 83%
Bank 912 k-sqf 9.95 58% 42% 21.01 50% 50%
Table 8 shows the AM and PM peak hour trips generated under full redevelopment of each
downtown redevelopment area. The downtown area and each sub area are likely to be slowly
redeveloped in stages over time, but the estimates represent the trips generated when all
redevelopment is complete.
Detailed trip generation tables are included in Appendix B.
29
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Page 23
Table 8 – Full Redevelopment Trip Generation
Area Percent
Redeveloped
AM Peak Hour PM Peak Hour
Total Enter Exit Total Enter Exit
Area 1 100% 355 156 199 708 371 337
Area 2 100% 248 164 84 282 104 178
Area 3 100% 195 92 103 371 178 193
Area 4 0% No Planned Redevelopment
Total 912 798 412 386 1,361 653 708
The redevelopment trips for Areas 1, 2 and 3 were distributed to the external origins/destinations
within the roadway network based on the StreetLight analysis, which included different
distributions for the retail, office/industrial, and municipal facility land uses, shown in Figure 9.
The retail trip distribution was used for the new residential trips since it is assumed that
residential trips will have a mix of local and regional trips, similar to the existing retail land uses.
Figure 11 shows the 2042 Full Build traffic demands for the AM and PM peak hours with full
redevelopment of the Downtown Area.
4.5.1 Comparison of Existing and Redevelopment Trips
Once the full redevelopment occurs, it is estimated that the downtown area will experience 518
additional trips during the AM peak hour and 564 additional trips during the PM peak hour to/from
the downtown area. Table 9 compares the existing and redevelopment trips for each
redevelopment area during the AM and PM peak hours. Figure 9 also summarizes this
comparison between the existing and expected redevelopment trips for each area.
Table 9 – Existing and Full Redevelopment Trip Comparison
Peak
Hour Area
Existing Full Redevelopment Difference
Total Enter Exit Total Enter Exit Total Enter Exit
AM
Peak
Hour
Area 1 130 83 47 355 156 199 225 73 152
Area 2 80 40 40 248 164 84 168 124 44
Area 3 70 46 24 195 92 103 125 46 79
Area 4 No Planned Redevelopment No Planned Redevelopment No Planned Redevelopment
Total 280 169 111 798 412 386 518 243 275
PM
Peak
Hour
Area 1 598 299 299 708 371 337 110 72 38
Area 2 72 35 37 282 104 178 210 69 141
Area 3 127 46 81 371 178 193 244 132 112
Area 4 No Planned Redevelopment No Planned Redevelopment No Planned Redevelopment
Total 797 380 417 1,361 653 708 564 273 291
30
GeWX
?ØA@
Area 18 accesses
Area 24 accesses
Area 38 accesses
Area 47 accessesBoone AveRhodeIslandA
v
e
Golden Valley R dWinnetka AveGeneral Mills BlvdCountry Club Dr
10th Ave
7th Ave
Olson Memor
i
a
l
H
i
g
h
w
a
yWisconsin AveHarold Ave Pennsylvania AveProject: GOLDV 166095
Map by: jdanibas
Projection: Hennepin County Coords.
Source: ESRI
This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and SEH does not represent that
the GIS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.
Figure
7
Print Date: 10/5/2022Path: X:\FJ\G\GOLDV\166095\5-final-dsgn\51-drawings\90-GIS\Figure 7_StreetLight Gate Locations.mxdStreetLight Gate Locations
Golden Valley Downtown Redevelopment Study
Golden Valley, Minnesota
I
0 500250
Feet
External Gate (12)
Redevelopment Study Areas
Access Gate (27)
Study Area
31
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?ØA@
¯¯¯
¯¯
¯
¯
¯¯¯¯¯10%5%10%
<1%<1%<1%
<1%<1%<1%
<1%<1%3%
30%25%20%
8%3%15%
15%10%25%
3%7%<1%
3%10%4%
3%2%<1%
25%35%20%
3%3%3%
Area 1
Area 2 Area 3
Area 4Boone AveRhode Island AveG o ld e n V alleyR dWinnetka AveOlson Memor
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h
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Country Club Dr
10th Ave
7th Ave
GeneralMillsBlvdWisconsin AveHarold Ave Pennsylvania AveProject: GOLDV 166095
Map by: jdanibas
Projection: Hennepin County Coords.
Source: ESRI
This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and SEH does not represent that
the GIS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.
Figure
8
Print Date: 10/5/2022 Trip Distribution
Golden Valley Downtown Redevelopment Study
Golden Valley, Minnesota
I
0 500250
FeetPath: X:\FJ\G\GOLDV\166095\5-final-dsgn\51-drawings\90-GIS\Figure 8_Trip Distribution.mxdStudy Area
X%
Retail/Residential Land Uses
Office/Industrial Land Uses
Municipal Facility Land Uses (i.e. City Hall, Library)X%
X%
The post office is Area 4 was not included when determining the trip distribution because it does not directly fit into any of the three categories
32
GeWX
?ØA@
¯¯¯
¯¯
¯
¯
¯¯¯¯¯Enter: 1 / (2)Exit: 1 / (3)
Enter: 2 / (1)Exit: 0 / (2)
Enter: 114 / (192)Exit: 112 / (198)
Enter: 39 / (91)Exit: 33 / (112)
Enter: 30 / (54)Exit: 31 / (56)
Enter: 13 / (35)Exit: 6 / (29)
Enter: 0 / (0)Exit: 0 / (0)
Enter: 0 / (0)Exit: 0 / (0)Enter: 0 / (0)Exit: 0 / (0)
Enter: 0 / (0)Exit: 0 / (0)
Enter: 35 / (64)Exit: 39 / (64)
Enter: 13 / (27)Exit: 10 / (39)
Enter: 11 / (20)Exit: 12 / (20)
Enter: 6 / (11)Exit: 3 / (14)
Enter: 116 / (165)Exit: 98 / (185)
Enter: 52 / (102)Exit: 35 / (120)
Enter: 9 / (17)Exit: 11 / (16)
Enter: 4 / (13)Exit: 2 / (9)
Enter: 22 / (21)Exit: 13 / (29)
Enter: 9 / (16)Exit: 4 / (16)
Enter: 16 / (18)Exit: 12 / (22)
Enter: 6 / (14)Exit: 3 / (11)Enter: 58 / (100)Exit: 57 / (115)
Enter: 25 / (70)Exit: 15 / (65)
Enter: 164 / (104)Exit: 84 / (178)
Enter: 40 / (35)Exit: 40 / (37)
Enter: 92 / (178)Exit: 103 / (193)
Enter: 46 / (46)Exit: 24 / (81)
Enter: 156 / (371)Exit: 199 / (337)
Enter: 83 / (299)Exit: 47 / (299)
No PlannedRedevelopment
Area 1
Area 2
Area 3
Area 4Boone AveRhode Island AveG o ld e n V alleyR dWinnetka AveOlson Memor
i
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h
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a
y
Country Club Dr
10th Ave
GeneralMills BlvdWisconsin AveHarold Ave Pennsylvania AveProject: GOLDV 166095
Map by: jdanibas
Projection: Hennepin County Coords.
Source: ESRI
This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and SEH does not represent that
the GIS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.
Figure
9
Print Date: 10/5/2022Path: X:\FJ\G\GOLDV\166095\5-final-dsgn\51-drawings\90-GIS\Figure 9_Existing Development and Redevelopment Trips.mxdExisting Development and Redevelopment Trips
Golden Valley Downtown Redevelopment Study
Golden Valley, Minnesota
I
0 500250
Feet
Study Area
Redevelopment Study Areas Enter: XX / (XX)Exit: XX / (XX)
Enter: XX / (XX)Exit: XX / (XX)Existing Trips Removed
Trips Added by Full Redevelopment
XX / (XX)AM Peak HourPM Peak Hour
33
GeWX
Wisconsin AveBoone AvePennsylvania AveGolden Valley RdGolden Valley
Rd
10th Ave
Harold Ave
Country Club DrWinnetka Ave?ØA@ Rhode Island Ave1 2 3
4
5
6 7 8
9
10 11
12 13
14
Project: GOLDV 166095
Figure
10
Map by: jdanibas
Projection: Hennepin Co. Coords.
Source: ESRI
Print Date: 10/5/2022
This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic
Information System (GIS) Data used to prepare this map are error free, and SEH does not represent that the GIS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this
map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.Path: X:\FJ\G\GOLDV\166095\5-final-dsgn\51-drawings\90-GIS\Figure 10_2042 No Build Traffic Volumes.mxdI 2042 No Build Traffic Volumes
Golden Valley Downtown Redevelopment Study
Golden Valley, Minnesota
Study Intersection
XX / (XX)AM Peak HourPM Peak Hour
Boone Ave>ä=14 / (22)36 / (47)25 / (33) 9 / (1)101 / (108) 31 / (19)>ä=10th Ave
6 / (9)58 / (101)24 / (12)>ä=1
12 / (25)20 / (21)21 / (33)>ä=Wisconsin Ave>ä= 0 / (0)51 / (79)18 / (22)1 / (0)1 / (2)1 / (4)>ä=10th Ave
21 / (26) 0 / (1)25 / (42)>ä=2
0 / (7)43 / (48)20 / (22)>ä=DrivewayWinnteka Ave>ä=20 / (64) 9 / (32)33 / (66) 35 / (21)388 / (336) 58 / (41)>ä=10th Ave
48 / (14)158 / (455) 9 / (7)>ä=3
28 / (102) 8 / (15) 1 / (8)>ä=Boone Ave>ä= 2 / (7)31 / (69)33 / (131) 3 / (23)117 / (185) 35 / (33)>ä=Golden Valley Rd
33 / (142)116 / (89) 43 / (66)>ä=4
47 / (24) 29 / (54)122 / (147)>ä=Wisconsin Ave>ä=12 / (12)83 / (163) 0 / (9)10 / (10)15 / (18)15 / (26)>ä=Golden Valley Rd
6 / (6)42 / (35)36 / (85)>ä=5
10 / (15)47 / (117)24 / (42)>ä=Winnetka Ave>ä=15 / (47)63 / (125)45 / (103) 4 / (31)377 / (343) 35 / (72)>ä=Golden Valley Rd
41 / (58)219 / (422) 48 / (86)>ä=6
31 / (44)44 / (66)47 / (89)>ä=Rhode Island Ave>ä= 9 / (4)45 / (141)33 / (57) 4 / (7)61 / (74)19 / (31)>ä=Golden Valley Rd
31 / (61)26 / (89)59 / (100)>ä=7
15 / (20)94 / (143)59 / (39)>ä=Pennsylvania Ave35 / (70)88 / (201)45 / (30)10 / (13)Golden Valley Rd 8
11 / (8)123 / (172)>ä>=ä=Rhode Island Ave>ä= 7 / (39) 2 / (1)12 / (57)112 / (147) 45 / (22)Driveway
87 / (171)39 / (31)9
23 / (41)
40 / (76)
Country Club Drä=>=>äBoone Ave>ä= 113 / (189)1,711 / (1,529) 81 / (25)113 / (166) 78 / (101) 80 / (212)>ä=Highway 55
28 / (80)59 / (77)63 / (133)>ä=10
127 / (119)997 / (1,334) 95 / (50)>ä=Wisconsin Ave 67 / (87)1,786 / (1,788)34 / (79)Highway 55 11
62 / (39)1,184 / (1,429)=>ää=Winnetka Ave>ä= 112 / (186)1,539 / (1,499) 135 / (102)124 / (154)155 / (134)198 / (299)>ä=Highway 55
75 / (130)112 / (209) 55 / (47)>ä=12
113 / (259)1,046 / (1,180) 45 / (37)>ä=Rhode Island Ave 85 / (88)1,707 / (1,758) 61 / (153)124 / (205)Highway 55 13
102 / (182)1,144 / (1,323)>ä>=ä=Winnetka Ave>ä=1 / (12)0 / (0)1 / (0) 6 / (30)301 / (206) 29 / (39)>ä=Brookview Pkwy
0 / (1)202 / (327) 7 / (4)>ä=14
39 / (47) 1 / (4)11 / (10)>ä=Harold Ave
34
GeWX
Wisconsin AveBoone AvePennsylvania AveGolden Valley RdGolden Valley
Rd
10th Ave
Harold Ave
Country Club DrWinnetka Ave?ØA@ Rhode Island Ave1 2 3
4
5
6 7 8
9
10 11
12 13
14
Project: GOLDV 166095
Figure
11
Map by: jdanibas
Projection: Hennepin Co. Coords.
Source: ESRI
Print Date: 10/5/2022
This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic
Information System (GIS) Data used to prepare this map are error free, and SEH does not represent that the GIS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this
map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.Path: X:\FJ\G\GOLDV\166095\5-final-dsgn\51-drawings\90-GIS\Figure 11_2042 Build Traffic Volumes.mxdI 2042 Build Traffic Volumes
Golden Valley Downtown Redevelopment Study
Golden Valley, Minnesota
Study Intersection
XX / (XX)AM Peak HourPM Peak Hour
Boone Ave>ä=14 / (22)47 / (50)26 / (34) 9 / (1)103 / (105) 39 / (25)>ä=10th Ave
7 / (10)64 / (101)22 / (9)>ä=1
16 / (35)27 / (31)17 / (31)>ä=Wisconsin Ave>ä= 0 / (0)56 / (76)29 / (31)1 / (0)1 / (2)1 / (4)>ä=10th Ave
30 / (39) 0 / (1)21 / (35)>ä=2
0 / (7)40 / (54) 8 / (15)>ä=DrivewayWinnteka Ave>ä=28 / (80)10 / (46)43 / (99) 48 / (24)400 / (350) 65 / (47)>ä=10th Ave
83 / (34)183 / (476) 9 / (7)>ä=3
35 / (109)19 / (21) 1 / (8)>ä=Boone Ave>ä= 2 / (7)35 / (72)33 / (131) 3 / (23)112 / (183) 38 / (31)>ä=Golden Valley Rd
33 / (142)113 / (86) 50 / (76)>ä=4
54 / (25) 37 / (60)129 / (152)>ä=Wisconsin Ave>ä=18 / (17)89 / (165) 2 / (13)13 / (18)28 / (61)25 / (40)>ä=Golden Valley Rd
10 / (8)87 / (66)41 / (99)>ä=5
16 / (21)63 / (118)34 / (41)>ä=Winnetka Ave>ä= 37 / (85)101 / (174) 85 / (131) 18 / (68)411 / (376) 27 / (70)>ä=Golden Valley Rd
84 / (152)269 / (459) 44 / (81)>ä=6
28 / (34)71 / (116)44 / (63)>ä=Rhode Island Ave>ä=10 / (8)61 / (147)58 / (72) 6 / (10)84 / (138)28 / (48)>ä=Golden Valley Rd
34 / (72)54 / (150)59 / (100)>ä=7
24 / (38)101 / (141) 59 / (39)>ä=Pennsylvania Ave 35 / (70)112 / (225)45 / (30)10 / (13)Golden Valley Rd 8
11 / (8)139 / (187)>ä>=ä=Rhode Island Ave>ä= 7 / (39) 2 / (1)12 / (57)155 / (226) 46 / (23)Driveway
119 / (242) 39 / (31)9
22 / (42)
40 / (76)
Country Club Drä=>=>äBoone Ave>ä= 115 / (192)1,768 / (1,579) 81 / (25)113 / (166) 81 / (104) 80 / (212)>ä=Highway 55
29 / (80)63 / (81)64 / (137)>ä=10
127 / (119)1,057 / (1,388) 101 / (57)>ä=Wisconsin Ave 123 / (149)1,789 / (1,779)82 / (140)Highway 55 11
65 / (46)1,202 / (1,423)=>ää=Winnetka Ave>ä= 106 / (151)1,548 / (1,526) 135 / (102)132 / (127)183 / (152)241 / (324)>ä=Highway 55
74 / (130)133 / (241) 56 / (49)>ä=12
157 / (300)1,061 / (1,212) 45 / (41)>ä=Rhode Island Ave 94 / (117)1,750 / (1,783) 71 / (157)157 / (255)Highway 55 13
125 / (225)1,192 / (1,372)>ä>=ä=Winnetka Ave>ä=1 / (12)0 / (0)1 / (0) 6 / (30)329 / (227) 29 / (39)>ä=Brookview Pkwy
0 / (1)223 / (361) 7 / (4)>ä=14
39 / (47) 1 / (4)11 / (10)>ä=Harold Ave
35
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
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5 Traffic Operations Analysis
The traffic operations analysis was performed to understand the existing conditions and future
transportation needs in the downtown area. The investigation included analyzing traffic
operations for the existing year (2022) and the forecast design year (2042) traffic conditions.
Traffic operations analyses were conducted to determine the level of service (LOS), delay, and
queueing information for the weekday AM and PM peak hour conditions for the scenarios.
LOS is a qualitative rating system used to describe the efficiency of traffic operations at an
intersection. Six LOS are defined, designated by letters A through F. LOS A represents the best
operating conditions (no congestion), and LOS F represents the worst operating conditions
(severe congestion). In most cases for the non-TH 55 intersections, it was assumed that a LOS D
or better, for all approaches and the overall intersection, represents acceptable operating
conditions. Due to the longer signal cycle on TH 55 and MnDOT’s priority on moving vehicles
along TH 55, LOS E/F was considered acceptable for some movements on and off of the minor
streets as long as the queues for those movements generally clear during each signal cycle and
do not result in a building queue throughout the peak hour.
LOS for intersections is determined by the average control delay per vehicle. The range of control
delay for each LOS is different for signalized and unsignalized intersections. The expectation is
that a signalized intersection is designed to carry higher traffic volumes and will experience
greater delays than an unsignalized intersection; driver tolerance for delay is greater at a signal
than at a stop sign. Therefore, the LOS thresholds for each LOS category are lower for
unsignalized intersections than for signalized intersections
Table 10 shows the LOS thresholds for signalized and unsignalized intersections.
Table 10 – Level of Service Thresholds
Level of
Service
Average Control Delay (sec/veh)
Signalized Intersection Unsignalized Intersection (Stop
Control/Roundabout)
A 0 to 10 0 to 10
B > 10 and ≤ 20 > 10 and ≤ 15
C > 20 and ≤ 35 > 15 and ≤ 25
D > 35 and ≤ 55 > 25 and ≤ 35
E > 55 and ≤ 80 > 35 and ≤ 50
F > 80 > 50
Operational analysis was conducted using Synchro/SimTraffic software (version 11) for stop
controlled and signal-controlled intersections. The average of ten simulation runs were performed
to determine the necessary measure of effectiveness (MOE). Appendix C includes all relevant
operational summary tables and reports for the existing and future 2042 scenarios that follow.
5.1 Existing Conditions
During both the AM and PM peak hours, the intersections operate acceptably with all approaches
at LOS D or better, with the majority of intersections operating at LOS B or better. The signalized
intersections on TH 55 experience significant delays on the side streets due to the 220 second
36
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Page 30
cycle lengths prioritizing the mainline through movements. The side street approaches operate
with LOS E in the AM peak hour and LOS E and LOS F in the PM peak hour. Queues on the TH
55 side streets typically clear during each signal cycle length; therefore, queues do not build
throughout the hour.
Table 11 shows the existing approach and intersection delay and LOS for both peak hours.
Table 11 – Existing Traffic Operations (SimTraffic)
Intersection Control
Approach (Delay / LOS) Intersection
(Delay /
LOS) EB WB NB SB AM Peak Hour 10th Ave Boone Ave Signal 5.7 / A 5.3 / A 3.6 / A 4.7 / A 4.7 / A
Wisconsin Ave TWSC1 0.3 / A 0.8 / A 3.5 / A 4.4 / A 1.3 / A
Winnetka Ave Signal 23.3 / C 14.7 / B 2.7 / A 2.6 / A 5.0 / A Golden Valley Rd Boone Ave Signal 10.9 / B 17.1 / B 5.1 / A 5.4 / A 9.2 / A
Wisconsin Ave AWSC2 5.8 / A 5.4 / A 4.7 / A 4.5 / A 5.2 / A
Winnetka Ave Signal 31.4 / C 31.5 / C 4.5 / A 6.1 / A 11.9 / B
Rhode Island Ave Signal 3.6 / A 5.5 / A 4.9 / A 7.4 / A 5.3 / A
Pennsylvania Ave TWSC1 1.6 / A 0.4 / A 3.1 / A 1.4 / A TH 55 Boone Ave Signal 29.7 / C 14.8 / B 77.2 / E 61.6 / E 29.0 / C
Wisconsin Ave 3/4 Acc. 8.8 / A 4.9 / A 0.8 / A 7.2 / A
Winnetka Ave Signal 15.2 / B 12.9 / B 77.7 / E 66.3 / E 25.0 / C
Rhode Island Ave Signal 8.5 / A 7.9 / A 68.0 / E 11.6 / B
Rhode Island/Country Club TWSC1 6.6 / A 5.0 / A 1.2 / A 1.4 / A 2.3 / A
Winnetka Ave/Harold Ave TWSC1 6.2 / A 4.2 / A 0.1 / A 3.2 / A 2.2 / A PM Peak Hour 10th Ave Boone Ave Signal 5.6 / A 5.2 / A 5.1 / A 5.1 / A 5.2 / A
Wisconsin Ave TWSC1 0.3 / A 0.8 / A 3.9 / A 4.9 / A 1.6 / A
Winnetka Ave Signal 25.1 / C 13.3 / B 4.8 / A 3.7 / A 8.2 / A Golden Valley Rd Boone Ave Signal 11.9 / B 21.0 / C 9.6 / A 8.4 / A 12.2 / B
Wisconsin Ave AWSC2 6.4 / A 6.0 / A 4.8 / A 4.8 / A 5.7 / A
Winnetka Ave Signal 28.9 / C 30.9 / C 5.4 / A 9.4 / A 14.3 / B
Rhode Island Ave Signal 5.9 / A 7.2 / A 6.7 / A 9.2 / A 7.0 / A
Pennsylvania Ave TWSC1 2.4 / A 0.4 / A 3.8 / A 1.8 / A TH 55 Boone Ave Signal 37.3 / D 13.7 / B 64.6 / E 76.9 / E 35.2 / D
Wisconsin Ave 3/4 Acc. 8.0 / A 6.4 / A 0.9 / A 7.2 / A
Winnetka Ave Signal 16.0 / B 20.9 / C 85.2 / F 65.5 / E 31.0 / C
Rhode Island Ave Signal 12.7 / B 13.3 / B 60.9 / E 17.8 / B
Rhode Island/Country Club TWSC1 5.6 / A 5.9 / A 1.1 / A 1.3 / A 2.9 / A
Winnetka Ave/Harold Ave TWSC1 7.5 / A 4.6 / A 0.2 / A 2.9 / A 1.1 / A
Notes:
1 TWSC is two-way or minor street stop control
2 AWSC is all-way stop control
5.2 2042 No Build Conditions
The 2042 no build conditions are comparable to the 2022 existing conditions with nominal
increase in delay and queue lengths. During both the AM and PM peak hours, the intersections
37
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Page 31
operate acceptably with all approaches at LOS D or better, with most intersections operating at
LOS B or better. The existing signal cycle length was not adjusted for the future year analysis;
therefore, still analyzed with a 220 second cycle length. The side street approaches operate with
LOS E in the AM peak hour and LOS E and LOS F in the PM peak hour. Queues on the TH 55
cross streets typically clear during each signal cycle length; therefore, queues do not build
throughout the hour.
Table 12 shows the existing approach and intersection delay and LOS for both peak hours.
Table 12 – 2042 No Build Traffic Operations (SimTraffic)
Intersection Control
Approach (Delay / LOS) Intersection
(Delay /
LOS) EB WB NB SB AM Peak Hour 10th Ave Boone Ave Signal 5.4 / A 5.7 / A 3.8 / A 4.6 / A 4.7 / A
Wisconsin Ave TWSC1 0.3 / A 0.7 / A 3.6 / A 4.1 / A 1.4 / A
Winnetka Ave Signal 23.0 / C 15.3 / B 3.0 / A 2.8 / A 5.2 / A Golden Valley Rd Boone Ave Signal 11.6 / B 17.1 / B 5.5 / A 5.8 / A 9.5 / A
Wisconsin Ave AWSC2 5.8 / A 5.5 / A 4.8 / A 4.3 / A 5.2 / A
Winnetka Ave Signal 35.2 / D 33.7 / C 4.8 / A 6.9 / A 13.2 / B
Rhode Island Ave Signal 5.9 / A 5.6 / A 5.3 / A 7.7 / A 6.0 / A
Pennsylvania Ave TWSC1 1.5 / A 0.5 / A 3.3 / A 1.4 / A TH 55 Boone Ave Signal 34.4 / C 15.5 / B 82.1 / F 61.4 / E 32.0 / C
Wisconsin Ave 3/4 Acc. 10.1 / B 6.1 / A 0.8 / A 8.4 / A
Winnetka Ave Signal 15.3 / B 11.7 / B 73.7 / E 66.6 / E 24.3 / C
Rhode Island Ave Signal 9.3 / A 8.8 / A 69.0 / E 12.5 / B
Rhode Island/Country Club TWSC1 6.5 / A 4.9 / A 1.4 / A 1.5 / A 2.3 / A
Winnetka Ave/Harold Ave TWSC1 6.0 / A 4.2 / A 0.2 / A 3.3 / A 2.3 / A PM Peak Hour 10th Ave Boone Ave Signal 5.6 / A 5.8 / A 5.2 / A 6.2 / A 5.7 / A
Wisconsin Ave TWSC1 0.4 / A 0.9 / A 3.8 / A 5.6 / A 1.6 / A
Winnetka Ave Signal 25.8 / C 13.9 / B 4.9 / A 3.9 / A 8.5 / A Golden Valley Rd Boone Ave Signal 12.4 / B 22.8 / C 9.5 / A 9.4 / A 12.8 / B
Wisconsin Ave AWSC2 6.7 / A 6.0 / A 4.9 / A 4.8 / A 5.9 / A
Winnetka Ave Signal 30.0 / C 26.2 / C 4.5 / A 9.7 / A 13.8 / B
Rhode Island Ave Signal 5.9 / A 7.5 / A 7.3 / A 9.6 / A 7.3 / A
Pennsylvania Ave TWSC1 2.3 / A 0.5 / A 3.9 / A 1.8 / A TH 55 Boone Ave Signal 43.3 / D 17.1 / B 68.8 / E 79.1 / E 39.8 / D
Wisconsin Ave 3/4 Acc. 10.0 / B 8.6 / A 1.0 / A 9.2 / A
Winnetka Ave Signal 17.7 / B 18.0 / B 86.1 / F 68.0 / E 31.1 / C
Rhode Island Ave Signal 8.2 / A 14.5 / B 63.7 / E 16.1 / B
Rhode Island/Country Club TWSC1 5.6 / A 6.5 / A 1.2 / A 1.4 / A 3.1 / A
Winnetka Ave/Harold Ave TWSC1 8.6 / A 4.9 / A 0.2 / A 3.0 / A 1.2 / A
Notes:
1 TWSC is two-way or minor street stop control
2 AWSC is all-way stop control
38
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Page 32
5.3 2042 Build Conditions
The build conditions analyzed the 2042 build traffic (2042 background traffic plus redevelopment
traffic) using mostly the existing transportation conditions. The only change in access in the build
conditions analysis was updating the primary commercial access on Winnetka Avenue between
TH 55 and Golden Valley Road to be a restricted right-in/right-out only access. With this access
restriction, all existing left-turning traffic was distributed to the signalized intersection of Winnetka
Avenue at Golden Valley Road.
The 2042 build conditions are comparable to the 2042 no build conditions with nominal increase
in delay and queue lengths. Overall, the 2042 full build analysis shows less than 3 seconds of
delay per vehicle increase at all intersections. During both the AM and PM peak hours, the
intersections operate acceptably at LOS D or better, with most intersections operating at LOS B
or better. The existing signal cycle length was not adjusted for the future year analysis; therefore,
still analyzed with a 220 second cycle length. The long cycle lengths prioritize mainline through
movements on TH 55 and cause significant delays on the side street approaches. The side street
approaches operate with LOS E in the AM peak hour and LOS E and LOS F in the PM peak
hour. Queues on the TH 55 cross streets typically clear during each signal cycle length;
therefore, queue lengths do not build throughout the hour.
Based on the operations review, no significant roadway improvements are required to
accommodate the proposed redevelopment in the downtown area.
Table 13 shows the existing approach and intersection delay and LOS for both peak hours.
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Table 13 – 2042 Build Traffic Operations (SimTraffic)
Intersection Control
Approach (Delay / LOS) Intersection
(Delay /
LOS) EB WB NB SB AM Peak Hour 10th Ave Boone Ave Signal 5.4 / A 5.9 / A 4.7 / A 5.4 / A 5.3 / A
Wisconsin Ave TWSC1 0.3 / A 0.6 / A 3.9 / A 3.9 / A 1.5 / A
Winnetka Ave Signal 21.8 / C 19.0 / B 4.1 / A 3.9 / A 6.5 / A Golden Valley Rd Boone Ave Signal 11.5 / B 16.2 / B 5.9 / A 6.4 / A 9.6 / A
Wisconsin Ave AWSC2 6.1 / A 6.1 / A 5.6 / A 4.8 / A 5.7 / A
Winnetka Ave Signal 33.6 / C 31.7 / C 5.9 / A 10.7 / B 15.7 / B
Rhode Island Ave Signal 4.5 / A 6.4 / A 6.4 / A 8.3 / A 6.4 / A
Pennsylvania Ave TWSC1 1.8 / A 0.5 / A 3.4 / A 1.5 / A TH 55 Boone Ave Signal 38.5 / D 16.9 / B 78.3 / E 62.9 / E 34.4 / C
Wisconsin Ave 3/4 Acc. 11.5 / B 6.9 / A 1.0 / A 9.4 / A
Winnetka Ave Signal 16.6 / B 12.0 / B 85.7 / F 66.6 / E 26.6 / C
Rhode Island Ave Signal 10.3 / B 9.7 / A 65.1 / E 13.6 / B
Rhode Island/Country Club TWSC1 6.6 / A 5.5 / A 1.4 / A 1.5 / A 2.3 / A
Winnetka Ave/Harold Ave TWSC1 7.0 / A 4.7 / A 0.2 / A 3.8 / A 2.6 / A PM Peak Hour 10th Ave Boone Ave Signal 5.5 / A 5.5 / A 5.9 / A 5.9 / A 5.7 / A
Wisconsin Ave TWSC1 0.3 / A 0.6 / A 4.0 / A 5.5 / A 1.6 / A
Winnetka Ave Signal 23.7 / C 13.8 / B 6.0 / A 5.1 / A 9.6 / A Golden Valley Rd Boone Ave Signal 15.5 / B 32.1 / C 9.6 / A 10.8 / B 15.9 / B
Wisconsin Ave AWSC2 7.1 / A 7.0 / A 6.4 / A 5.8 / A 6.7 / A
Winnetka Ave Signal 31.1 / C 32.3 / C 7.9 / A 15.9 / B 18.1 / B
Rhode Island Ave Signal 7.0 / A 8.2 / A 8.7 / A 10.1 / B 8.5 / A
Pennsylvania Ave TWSC1 2.7 / A 0.6 / A 4.3 / A 2.1 / A TH 55 Boone Ave Signal 46.0 / D 19.5 / B 71.5 / E 79.8 / E 41.9 / D
Wisconsin Ave 3/4 Acc. 12.5 / B 9.4 / A 2.6 / A 10.8 / B
Winnetka Ave Signal 17.2 / B 18.3 / B 88.5 / F 80.6 / F 33.3 / C
Rhode Island Ave Signal 11.2 / B 16.9 / B 66.4 / E 19.8 / B
Rhode Island/Country Club TWSC1 6.8 / A 7.8 / A 1.4 / A 1.5 / A 3.1 / A
Winnetka Ave/Harold Ave TWSC1 8.2 / A 5.1 / A 0.2 / A 3.1 / A 1.1 / A
Notes:
1 TWSC is two-way or minor street stop control
2 AWSC is all-way stop control
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5.4 Area 5 Sensitivity Analysis
A supplemental traffic sensitivity analysis was performed for Area 5, located on the SE quadrant
of TH 55 and Winnetka Avenue, north of Harold Avenue. In addition to the 2042 full build
volumes from the downtown redevelopment analysis, extra traffic volumes were distributed to all
study intersections based on expected future trip generation in Area 5.
Area 5 is approximately 6.2 acres and currently zoned as R-1(Single Family Residential). The
area, however, is being proposed for R-3 zoning (Medium Density Residential). Based on the
City Code, Section 113-90, the following maximum land use densities1 are allowed for areas
zoned R-3:
• 20 multi-family dwelling units per acre (125 total)
• 30 senior housing units per acre (187 total)
Using the ITE Trip Generation Manual, 11th Edition, Table 14 summarizes the daily and peak
hour trip generation estimates based on the 20 multi-family dwelling units of 30 senior housing
units for different residential land use types.
Table 14 – Area 5 Trip Generation Scenarios
Land Use Type
(ITE Code) Units/Acre Total
Units
Daily
Trips
AM Peak
Hour Trips
PM Peak
Hour Trips
Apartments (221) 20 125 568 46 49
Senior Apartments
(252) 30 187 606 37 47
Townhomes (215) 20 125 900 60 71
Senior Townhomes
(251) 30 187 806 45 56
1 Maximum densities include the by-right densities for each category, 5 additional units/acre for each category, and
density bonuses of 3 units/acre for general residential and 5 units/acre for senior housing pursuant to the City’s
Residential Density Bonus Policy.
Area 5
(6.2
Harold Ave
Sensitivity analysis performed for the potential
residential development in Area 5, located on
the SE quadrant of TH 55 and Winnetka Ave.
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Based on the trip generation of each R-3 development scenario for Area 5, the 125 townhomes
are estimated to generate the greatest daily and peak hour traffic. Figure 12 depicts the 2042
build traffic from the downtown redevelopment areas, the Area 5 trips using the peak hour trips
generated by 125 townhomes, and the total build traffic at the TH 55 at Winnetka Ave and
Winnetka Ave at Harold Ave intersections. The distribution assumes that all residential
development access points will be on Harold Avenue and none on Winnetka Avenue. A relatively
low number of new peak hour trips are added to the two intersections, with a maximum of 27
vehicles added to Winnetka Avenue in the northbound direction and 31 vehicles added to Harold
Avenue in the westbound direction. This equates to about one additional trip in each direction
every two minutes, or 3-4 additional trips per direction during each TH 55/Winnetka Avenue
signal cycle.
Figure 12 – 2042 Area 5 Sensitivity Analysis Traffic Volumes
An operations analysis was completed using the 2042 Build + Area 5 Trips for the TH 55 at
Winnetka Avenue and Winnetka Ave at Harold Avenue intersections. The results were compared
to the 2042 Full Build operations, which are summarized in Table 15.
The new trips generated by Area 5 are expected to have minimal impact to the Harold Avenue
and TH 55 intersections on Winnetka Avenue. At the TH 55 at Winnetka Avenue intersection, the
increase in delay is less than 2 seconds per vehicle during the AM peak hour and less than 1
second per vehicle during the PM peak hour. At the Winnetka Avenue at Harold Avenue
intersection, there is no change in the delay during the AM peak hour and a less than 1 second
per vehicle increase in delay during the PM peak hour. Additionally, the AM and PM northbound
maximum queue lengths at the TH 55 at Winnetka Avenue signal increases by approximately 1-2
vehicles and are expected to clear the intersection in a single cycle.
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GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
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The significant delays experienced on the side streets are comparable to the 2022 existing
conditions and are primarily attributed to the longer cycle lengths set by MnDOT along TH 55,
which prioritize vehicle throughput on the mainline. As development occurs in Area 5, it is
recommended that the accesses on Winnetka Avenue be removed, and all accesses be located
on Harold Avenue to minimize conflict and offer additional northbound storage room for queues.
Table 15 – 2042 Build Traffic Operations – Area 5 Sensitivity Analysis (SimTraffic)
Peak
Hour Intersections: Approach
2042 Full Build 2042 Full Build - Area 5
Sensitivity Analysis
Approach
(sec/LOS)
Intersection
(sec/LOS)
Approach
(sec/LOS)
Intersection
(sec/LOS) AM Peak Hour TH 55 at
Winnetka Ave
(Traffic Signal)
EB 16.6 / B
26.6 / C
16.5 / B
27.8 / C WB 12.0 / B 12.2 / B
NB 85.7 / F 94.6 / F
SB 66.6 / E 67.5 / E
Winnetka Ave at
Harold Ave
(Traffic Signal)
EB 7.0 / A
2.6 / A
5.7 / A
2.6 / A WB 4.7 / A 5.1 / A
NB 0.2 / A 0.2 / A
SB 3.8 / A 3.5 / A PM Peak Hour TH 55 at
Winnetka Ave
(Traffic Signal)
EB 17.2 / B
33.3 / C
16.2 / B
33.9 / C WB 18.3 / B 18.8 / B
NB 88.5 / F 92.9 / F
SB 80.6 / F 79.1 / E
Winnetka Ave at
Harold Ave
(Traffic Signal)
EB 8.2 / A
1.1 / A
10.6 / B
1.4 / A WB 5.1 / A 5.1 / A
NB 0.2 / A 0.3 / A
SB 3.1 / A 3.7 / A
5.5 Golden Valley Road at Wisconsin Avenue Intersection Analysis
5.5.1 Single Lane Roundabout
Although the intersection of Golden Valley Road at Wisconsin Avenue does not indicate existing
safety concerns or future operational issues with the redevelopment traffic demand, the City
requested a review of the operations of a roundabout at the intersection. The intersection
currently operates as an all-way stop controlled intersection. The roundabout-controlled
intersection could be implemented as a traffic calming strategy for the corridor, be a gateway
feature into the City’s downtown area, or alleviate any future safety or operational concerns.
The roundabout analysis was performed using the Highway Capacity Software (HCS7), which
implements the Highway Capacity Manual (HCM) calculations. The all-way stop analysis was
also performed using HCS7 for a direct comparison between the control options. Table 16
summarizes the operations for the intersection under the existing all-way stop control and the
roundabout control. The two control types show similar operations during the AM peak period,
showing LOS A for the intersection and for all approaches with minimal queueing. During the PM
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GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
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peak hour, the roundabout control reduces the overall intersection delay by 5.3 seconds per
vehicle.
Figure 13 shows a concept level drawing of a single-lane roundabout with a 120 ft diameter and
truck apron. Not including right-of-way, the construction cost estimate for this concept is $1.2-
$1.6 million.
Table 16 – 2042 Build Traffic Operations – Golden Valley Rd at Wisconsin Ave (HCS)
Peak
Hour Intersection
Total
Entering
Volume
Approach
Existing (All-Way Stop) Roundabout
Approach
(sec/LOS)
Intersection
(sec/LOS)
Approach
(sec/LOS)
Intersection
(sec/LOS) AM Peak Hour Golden Valley Rd at
Wisconsin Ave
426
vehicles
EB 8.9 / A
8.7 / A
3.9 / A
4.1 / A WB 8.7 / A 4.0 / A
NB 8.7 / A 4.3 / A
SB 8.5 / A 3.8 / A PM Peak Hour Golden Valley Rd at
Wisconsin Ave
667
vehicles
EB 10.7 / B
10.0 / B
4.8 / A
4.7 / A WB 9.9 / A 4.3 / A
NB 9.7 / A 5.2 / A
SB 9.6 / A 4.3 / A
5.5.2 Mini Roundabout
Currently, there is not a standard traffic operations analysis tool to evaluate a mini roundabout;
there are only guidelines for the expected operational capacity of the intersection. A mini
roundabout is expected to have less capacity than any single-lane roundabout examined in this
section. FHWA guidance suggests a total entering demand for a mini roundabout to be less than
1,600 vehicles per hour. The 2042 full build volumes estimate a volume demand less than 500
vehicles per hour during the AM peak hour and less 700 vehicles per hour during the PM peak
hour. Therefore, a mini roundabout is expected to operate acceptably at this intersection.
An example of a functioning mini roundabout in the City of New Prague, Minnesota is shown
below.
Mini roundabout on Main Street in New Prague, Minnesota
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Figure 14 shows a concept level drawing of a mini roundabout at the Wisconsin Avenue and
Golden Valley Road intersection with an 85 ft diameter and mountable median. Not including
righto-of-way, the construction cost estimate for this concept is $0.6-$1.0 million. The mini
roundabout is expected to have significantly less impact to right-of-way at the corners compared
to the single-lane roundabout.
A signal-controlled intersection was not analyzed at this intersection since it was assumed that
the estimated build volumes would not meet signal warrants and since the existing and
roundabout-controlled scenarios perform acceptably.
45
5/18/202210:42:10 AMX:\FJ\G\GOLDV\166095\4-prelim-dsgn-rpts\43-prelim-dsgn\CP166095_fig.dgnRABFIGURE
No. 2ST. PAUL, MN 55110
3535 VADNAIS CENTER DR.
PHONE: (651)490-2000shotchkin
DATE:
166095
5/18/2022
GOLDEN VALLEY RD.GOLDEN VALLEY RD.WISCONSIN AVE.WISCONSIN AVE.LEGEND
PROPOSED ROADWAY
PROPOSED C&G, RAISED MEDIAN
PROPOSED WALK
0
feetscale
50 50 100
25 ROUNDABOUT ALT.
GOLDEN VALLEY RD. / WISCONSIN AVE.
PROPOSED TRUCK APRON
Figure
13
46
6/6/20229:35:07 AMX:\FJ\G\GOLDV\166095\4-prelim-dsgn-rpts\43-prelim-dsgn\CP166095_fig.dgnmini RABFIGURE
No. 3ST. PAUL, MN 55110
3535 VADNAIS CENTER DR.
PHONE: (651)490-2000shotchkin
DATE:
166095
6/6/2022
GOLDEN VALLEY RD.GOLDEN VALLEY RD.WISCONSIN AVE.WISCONSIN AVE.LEGEND
PROPOSED ROADWAY
PROPOSED C&G, RAISED MEDIAN
PROPOSED WALK
0
feetscale
50 50 100
25 MINI ROUNDABOUT ALT.
GOLDEN VALLEY RD. / WISCONSIN AVE.Figure
14
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6 Multimodal Considerations
The downtown area currently hosts several multimodal facilities, including sidewalks, multi-use
trails, on-street bicycle lanes, Metro Transit bus routes and transit stops, and the Luce Line
Regional Trail. Additionally, there are seven uncontrolled pedestrian crossing locations within the
study area (see Figure 3). It is expected that multimodal demands will increase into the future,
especially due to the planned Bus Rapid Transit route on TH 55 and associated station at
Winnetka Avenue. Golden Valley’s Future Land Use Plan, Bicycle and Pedestrian Plan, 2040
Comprehensive Plan, and the three-phase Downtown Study supports this increased transit
option and has identified proposed multimodal facilities to meet these changing transportation
demands. Figure 15 depicts the Downtown Study’s proposed biking and walking network and
facilities. Note that on-street bicycle lanes have since been implemented along Boone Avenue,
Golden Valley Road, and 10th Avenue. These proposed networks and facilities are in response to
stakeholder interest, safety concerns, goals to strengthen multimodal access and mobility,
support the redevelopment plans, and promote active living.
The primary focus of the downtown traffic study was to identify improvement opportunities for the
roadway networks as redevelopment occurs. However, based on the operations analysis,
improvement recommendations concentrate more on safety, comfort, and mobility improvements
rather than capacity improvements. These recommendations, discussed in the following sections,
support these planned multimodal changes and improvements. As development occurs, it is
expected that these recommendations, in addition to corresponding plans and policies, be
reviewed to ensure that the site plan and approach align with the vision for the area. This may
include assessing ADA-compliance, enhanced pedestrian crossing measures (e.g. RRFBs, curb
extensions, signing), improved wayfinding, and/or adopting a Travel Demand Management
Policy. A Travel Demand Management Policy may be useful to urge developers to implement
strategies that provide employees, residents, or clients a mix of transportation options.
Figure 15 – Golden Valley Downtown Study Proposed Bike/Walk Network and Facilities
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7 Summary of Findings
7.1 Crash History
• There was a total of 196 crashes that occurred in the 5.5-year timeframe at the 14 study
intersections. These include: No fatal crashes and2 severity A (serious injury) crashes
• None of the study intersections exceeded the critical crash rate; crash rates were above
the MnDOT average rate at 10th Avenue/Winnetka Avenue and Golden Valley
Road/Boone Avenue.
• There was a total of 39 crashes that occurred between the study intersections,
predominantly at driveways. None resulted in a fatal or Severity A crash. Most resulted in
property damage only (82%).
• Segments along Golden Valley Road, Wisconsin Avenue, and Winnetka Avenue exceed
the critical crash rate and/or exceed the MnDOT average crash rate.
7.2 Access Inventory
• There is a total of 11 public street intersections with four different control types: 3/4
access, minor stop control, all-way stop control, and signal control.
• There is a total of 53 driveway access points within the downtown study area and an
additional 10 driveway access points in the southeast quadrant of the TH 55 and
Winnetka Avenue intersection (Area 5).
• Using the guidelines for access spacing referenced in the City’s Comprehensive Plan,
there are several full access driveways spaced below the 1/8-mile spacing guidance on
Winnetka Avenue.
• The signals on Winnetka Avenue at TH 55 and Golden Valley Road are spaced
approximately 1/8-mile apart, which is below the 1/4-mile signal spacing guidance for a
Minor Arterial.
7.3 Trip Generation and Distribution
• To model the redevelopment of the Golden Valley Downtown Area, existing development
trips were removed and replaced with trips from the new development. Trips were
removed using existing driveway counts and land use trip distributions from the
StreetLight analysis.
• New development trips were generated using the ITE Trip generation Manual 11th Edition
based on redevelopment land use assumptions and site concept layouts provided by the
City of Golden Valley. Trips were distributed based on land use trip distributions from the
StreetLight analysis.
• Based on the StreetLight analysis, an internal trip reduction of 5-10% was used
depending on land use type. Additionally, a 5% mode share reduction was applied to
non-municipal land uses to account for mode share reductions due to the downtown
redevelopment plan’s focus on pedestrian, bicycle, and transit friendly development.
• Most existing and redevelopment traffic will access the area using TH 55, followed by
Winnetka Avenue and Golden Valley Road.
• Once full redevelopment occurs, it is estimated that the downtown area will experience
approximately 500-600 more trips compared to existing during the AM and PM weekday
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GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
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peak hours, which is approximately twice the amount of motor vehicle trips during the
peak hours for the downtown area.
• The redevelopment trips will be spread across the entire downtown area and are
expected to add, on average, approximately 2-2.5 times more traffic to the primary
entry/exit locations to the downtown area (see Figure 9).
7.4 Traffic Operations
• The primary conclusion of the traffic operations analysis is that the proposed
redevelopment has minimal impact on the existing transportation network and
intersection operations compared to the existing and future no build conditions.
• In all operations scenarios, the TH 55 intersections experience significant delays on the
side streets due to the 220 second traffic signal cycle length and prioritization of mainline
TH 55 through movements. Queues on the side streets typically clear during each signal
cycle length and do not build up over the hour. This existing condition was confirmed
through intersection video observations.
• The 2042 build conditions updated the primary commercial access on Winnetka Avenue
between TH 55 and Golden Valley Road to a restricted right-in/right-out access.
Northbound and eastbound left turn trips were distributed to the signalized intersection of
Winnetka Avenue at Golden Valley Road.
• The 2042 build operations analysis are comparable to the 2042 no build operations,
showing less than 3 seconds of increased delay per vehicle at all intersections.
Intersections operate acceptably at LOS D or better, with most operating at LOS B or
better.
• The estimated trips generated by Area 5 on the southeast corner of TH 55 and Winnetka
Avenue are expected to have minimal impact to the Harold Avenue and TH 55
intersections on Winnetka Avenue. The northbound maximum queue length at TH 55 at
Winnetka Avenue is expected to increase by only 1-2 vehicles and clear the intersection
during each signal cycle.
• A single lane roundabout and mini roundabout are expected to perform well (LOS A) at
the intersection of Golden Valley Road at Wisconsin Avenue, which is currently an all-
way stop controlled intersection.
8 Conclusion and Recommendations
As the City of Golden Valley’s considers plans to revitalize its downtown area, there are
anticipated opportunities to redevelop the land uses and continue making the downtown area into
a community-oriented destination with places to shop, access the civic services, work and live,
walk, bike, take transit, and connect to other nearby destinations. As these steps are taken, it is
critical to ensure that the area is providing safe and comfortable transportation networks and
intersections to meet the demands of the redevelopment. The purpose of the Downtown
Redevelopment Traffic Study was to review the planning and policy work that the City has
previously completed to evaluate the impact the proposed redevelopment sites will have to the
traffic and operations on the surrounding street network and identify any recommended mitigation
efforts.
Operationally, the existing transportation system and intersection control types are expected to
handle the demand of the downtown redevelopment traffic in the future analysis year (2042); the
traffic operations analysis shows nominal changes in delay, LOS, and queue lengths compared
50
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Page 44
to the no build conditions. However, there are several recommended opportunities to enhance
safety, manage access, and achieve a more multimodal-focused transportation network. These
recommendations align with and build upon the guiding principles and recommendations outlined
in the Golden Valley Downtown Study as well as goals identified through other planning and
policy work.
These recommendations are summarized in the section below and depicted in Figure 16.
8.1 Access Management
Wisconsin Avenue
• Between Golden Valley Road and 10th Avenue, consolidate access locations when
possible as redevelopment occurs. Specifically, the driveways directly south of the 10th
Avenue intersection.
Winnetka Avenue
• Between Harold Avenue and TH 55
− As multi-family residential development occurs in Area 5, remove all accesses on
Winnetka Avenue.
− Consolidate the accesses on Harold Avenue with redevelopment as appropriate.
− Complete planned RRFB for the pedestrian crossing at the Harold Avenue
intersection as approved in the current CIP.
• Between TH 55 and Golden Valley Road
− Consolidate and restrict the driveways on the west side of Winnetka Avenue to a
right-in/right-out access by installing a center raised median. This improvement will
also improve the compliance and safety of the existing right-in/right-out access on
the east side of Winnetka Avenue. It is recommended that this restriction be
implemented in the short-term prior to any redevelopment to enhance the safety of
this roadway segment. General signal timing adjustments at Winnetka Avenue and
Golden Valley Road should be made to account for the rerouted trips.
• Between Golden Valley Road and 10th Avenue
− As development occurs, consolidate access locations on Winnetka Avenue and,
when feasible, locate all new development accesses to the existing and proposed
local street networks (off Winnetka Avenue).
− At the McDonald’s entrance-only driveway, extend the existing raised median to
further restrict non-compliant left-turn movements onto Winnetka Avenue exiting from
the entrance-only driveway. This short-term recommendation can be implemented
prior to any redevelopment.
Golden Valley Road
• Between Wisconsin Avenue and Winnetka Avenue
− Consolidate access locations as redevelopment occurs on the southeast corner. If
safety concerns arise in the future at these full access driveways, right-in/right-out
restrictions could be enforced by extending the existing center raised median. In this
case, left-turning traffic could utilize Golden Valley Drive to access the site or utilize
the potential mini roundabout at Wisconsin Avenue to navigate a U-turn maneuver.
− Restrict driveways just west of the Winnetka Avenue intersection to right-in/right-out
accesses by extending the raised center median. Controlling these accesses will
51
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Page 45
improve the access density and allow for the extension of the eastbound left turn
lane at the Winnetka Avenue signal.
8.2 Wisconsin Avenue at Golden Valley Road Mini Roundabout
• The existing all-way stop controlled intersection operates acceptably under existing and
future build conditions. However, a single-lane roundabout was reviewed based on
conversations with the City.
• A single-lane roundabout operates acceptably with the 2042 build traffic conditions and
would function well as a traffic calming strategy on Wisconsin Avenue, safely
accommodate turning maneuvers from the proposed redevelopment, and be installed as
a gateway feature into the City’s downtown area.
• FHWA guidance suggests a total entering demand for a mini roundabout to be less than
1,600 vehicles per hour on all approaches. The 2042 full build volumes are estimated to
be less than 1,000 vehicles per hour during both peak hours; therefore, a mini
roundabout is expected to operate acceptably at this intersection. Compared to a
traditional single-lane roundabout, a mini roundabout would have minimal right-of-way
impact, have less construction cost ($0.6 - $1.0 million), and accommodate enhanced
pedestrian crossings.
8.3 Enhanced Uncontrolled Pedestrian Crossings
• There are currently seven (7) uncontrolled pedestrian crossing locations in the downtown
area. As the downtown area redevelops and as pedestrian/bicycle facilities are expanded
or altered, it is recommended that the City identify and prioritize locations where
pedestrian crossings can be located and/or enhanced. Furthermore, it is recommended
that the City consider formalizing an internal, systematic process to evaluate pedestrian
safety needs at locations and identify mitigation strategies, if necessary.
• The following local and national tools are currently available and recommended to use as
a resource:
− FHWA’s Guide for Improving Pedestrian Safety at Uncontrolled Crossing Locations
o See Appendix D for the FHWA Guide’s matrix of countermeasure options
at uncontrolled crossing locations based on roadway conditions and traffic
features.
− Minnesota LRRB Uncontrolled Pedestrian Crosswalk Quick Reference Guide
− Minnesota’s Best Practices for Pedestrian and Bicycle Safety Handbook
− Hennepin County’s Pedestrian Plan and Complete Streets Policy
• Potential crossing enhancement opportunities may exist at the existing uncontrolled
crossing locations on 10th Avenue and Rhode Island Avenue as well as the proposed
crossing locations identified in the Golden Valley Downtown Study. Improvements may
include treatments such as parking restrictions, in-street pedestrian crossing signs, curb
extensions, pedestrian refuge islands, raised crosswalks, and Rectangular Rapid
Flashing Beacons (RRFBs).
52
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Source: ESRI
This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and SEH does not represent that
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Figure
16
Print Date: 10/5/2022Path: X:\FJ\G\GOLDV\166095\5-final-dsgn\51-drawings\90-GIS\Figure 16_Recommendations Summary Map.mxdRecommendations Summary Map
Golden Valley Downtown Redevelopment Study
Golden Valley, Minnesota
3/4 Access with Minor Yield Control
All-way Stop
Minor Stop
Signal
Collector
Local
Minor Arterial
Principal Arterial
!"$
%&'(
!",$
Éëìí
Right-In Right-Out Access (7)
Full Access (51)
Enter Only (3)
Exit Only (2)#0
#*
!(
")
I
0 500250
Feet
!(1
!(5
Immediate Recommendations
Consolidate and convert
to right-in/right-out access
Convert to right-in/right-out
access to provide space for
eastbound left turn lane extension
Further restrict existing traffic at
McDonald's entrance with
extended raised median
Opportunities for enhanced
pedestrian crossing
treatments at non-controlled
crossing locations
Consolidate access locations
Remove access locations
Convert to mini-roundabout
Proposed public street network
to support access consolidation
on Winnetka Avenue and
Golden Valley Road
General signal timing
enhancement opportunities
Development Driven Recommendations
!(6
!(7
!(8
!(9
!(2
!(3
!(4
53
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Appendix A
2022 Traffic Turning Movement Counts
54
Location:
Count Date:
Counted By:
Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total
6:00 2 7 1 0 24000420 2230 29
6:15 4 12 3 0 13000610 1210 34
6:30 6 17 1 0 4110 3142 0 2530 59
6:45 13 11 1 0 2610 5113 0 6720 68
7:00 6 18 6 0 135121240 1630 67
7:15 4 20 4 0 4820 2106 0 2830 73
7:30 7 29 1 0 7530 2101 0 2950 81
7:45 13 33 1 0 4420016 9 0 3750 97
8:00 1 18 4 0 5520 1104 0 3660 65
8:15 7 12 2 0 3450 2178 0 5117 0 83
8:30 4 19 006840 2960 5770 77
8:45 1 18 5 0 4710 3213 0 6850 82
9:00 2 14 4 0 34005910 5790 63
9:15 2 21 1 0 3210 4115 0 1280 61
9:30 5 16 3 0 74123950 1920 65
9:45 5 14 1 0062121010 3440 52
10:00 4 5 1 0 521231030 5570 51
10:15 2 14 1 0 55331830 1690 58
10:30 3 19 003420 3121 0 3160 57
10:45 6 11 6 0 26433610 23120 62
11:00 0 14215310 58400590 56
11:15 3 14 3 0 7910 3147 0 2148 0 85
11:30 6 15 1 0 4103 2 6105 0 6179 0 92
11:45 5 8 1 0 9740 5161 0 3118 0 78
12:00 5 21 4 0 91071222512780 102
12:15 5 18 00634161640 2105 0 79
12:30 5 15 2 0 7330 121003105 0 75
12:45 8 19 1 0 2720 5204 0 2770 84
13:00 6 13 7 0 384131340 5830 77
13:15 3 12 4 0 6890 1172 0 3104 0 79
13:30 3 13 1 0 3105 1 0 16 11 0 1890 80
13:45 2 21 1 0 534161120 1560 67
14:00 2 16 3 0 2110 2140039130 66
14:15 5 27 1 0 1780 2134 00880 84
14:30 7 16 1 0 293111420 1680 70
14:45 316116530 1173 0 3850 71
15:00 3 18 1 0 8570025 2 0 510100 94
15:15 7 20 1 0 814131620 2590 78
15:30 10 31 2 0 9380 2194 0 26110 107
15:45 2 28 2 0 549132510 5790 100
16:00 4 41 2 0 75103414300970 106
16:15 3 24 1 0 8680 4301 006120 103
16:30 2 39 1 0 7360 3232 0 412100 112
16:45 6 21 00425121710 3169 0 86
17:00 2 21 0011 11 7 0 2294 0 9105 0 111
17:15 7 17 00835212340 4560 83
17:30 1 13 005430014 2 0 2640 54
17:45 3 12 1 0 2230011 2 0 1320 42
18:00 3 10 2 0 3340 2172 0 45100 65
18:15 0 12 1 0 12512910 2560 46
18:30 1 5 0005100710 1141 26
18:45 2 12 002220 2151 00230 43
Total 221 910 93 2 236 255 189 29 125 751 160 1 140 366 339 1 3785
Cars+ 212 861 69 1 225 236 180 29 110 714 142 1 120 345 320 1
3534
Trucks 94924111199 015371802021190
251
4.1 5.4 25.8 50.0 4.7 7.5 4.8 0.0 12.0 4.9 11.3 0.0 14.3 5.7 5.6 0.0% Trucks
10th Avenue at Boone Avenue
3/10/2022
CountCloud
TURNING MOVEMENT COUNT DATA
Boone Ave 10th Ave Boone Ave 10th Ave
Southbound Westbound Northbound Eastbound
All Vehicles
6.66.7 5.7 6.8 7.1
55
Location:
Count Date:
Counted By:
Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total
6:00 000006 001 0001200 10
6:15 00001500021005 00 14
6:30 001 0 1910 3230 3910 33
6:45 00001710 10 6 1 0 2340 35
7:00 1 3 001410 8 0 210 920 31
7:15 1 1 003800617006 00 33
7:30 1 0 1 0 311004 0 6 00920 37
7:45 0 1 00313006 0 9 0016 7 0 55
8:00 000036006 0 3 009 00 27
8:15 000199003 0 5 0012 7 1 45
8:30 0000119006 0 3 00840 41
8:45 000005 003 0 6 00910 24
9:00 000055004 0 6 0011 2 0 33
9:15 000018003 0 3 00750 27
9:30 000049002 0 2 0015 1 0 33
9:45 000048003 0 3 00640 28
10:00 000028002 0 5 0010 3 0 30
10:15 000036003 0 3 0011 1 0 27
10:30 000039002 0 2 005 00 21
10:45 001 0 370021500840 31
11:00 0000212005 0 5 00520 31
11:15 0000214005 0 4 0024 7 0 56
11:30 0000316005 0 4 0024 6 0 58
11:45 0000417005 0 2 0017 5 0 50
12:00 0000113008 0 720 12 2 0 43
12:15 00001100041710 15 8 0 46
12:30 0 1 003121 0 7 0 410 13 8 0 49
12:45 001 0 17005 0 710 940 34
13:00 0000213003 0 7 0019 5 0 49
13:15 00003101 0 12 0 6 00840 44
13:30 1 0 1 0 213005 0 710 18 2 0 49
13:45 000027004 0 3 00720 25
14:00 00003600004 0010 4 0 27
14:15 000029007 0 8 0014 3 0 43
14:30 000067007 0 4 00940 37
14:45 000055004 0 11 0014 4 0 43
15:00 00002110010 1 4 0014 4 0 46
15:15 000047005 0 10 1 0 11 1 0 38
15:30 0 1 00430051230 17 4 0 37
15:45 00001710 6 0 610 16 4 0 41
16:00 0000410003 0 720 17 4 0 45
16:15 2 0 1 0 311005 0 9 0 1122 0 46
16:30 1 1 00860031120017 8 0 57
16:45 0 1 00311006 0 6 0025 5 0 57
17:00 00003171 0 11 0 9 0020 4 0 65
17:15 3 0006105 0 4 0 11 0010 3 0 52
17:30 4 1 4 0 1510 3 0 8 00910 37
17:45 001 0 47003 0 5 00520 27
18:00 000013004 0 6 0014 2 0 30
18:15 000025002 0 3 00410 17
18:30 000015002 0 4 00110 14
18:45 000075002 0 3 00320 22
Total 14 10 11 1 147 456 13 0 237 16 270 14 7 583 166 1 1930
Cars+ 14 10 11 1 146 430 13 0 224 16 262 14 6 549 150 1
1831
Trucks00001260013080134160 99
0.0 0.0 0.0 0.0 0.7 5.7 0.0 0.0 5.5 0.0 3.0 0.0 14.3 5.8 9.6 0.0% Trucks
10th Avenue at Wisconsin Avenue
3/10/2022
CountCloud
TURNING MOVEMENT COUNT DATA
Driveway 10th Ave Wisconsin Ave 10th Ave
Southbound Westbound Northbound Eastbound
All Vehicles
5.10.0 4.4 4.0 6.7
56
Location:
Count Date:
Counted By:
Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total
6:00 5 27 4 0001 0 160001 00 45
6:15 1 28 3 00120 27001100 46
6:30 9 39 3 1 001 0 3151 0 1140 77
6:45 10 55 3 00120 5124 0 3110 97
7:00 13 52 4 1 001 0 5131 0 3 0 2 0 94
7:15 6 96 4 2 0 131431000130 149
7:30 14 97 7 1 0 160 9301 0 5180 179
7:45 10 119 8 1 005 0 92400105110 201
8:00 1960711550 14 47 3 0 3160 171
8:15 10 77 10 00190 12 43 4 00150 172
8:30 17 68 6 00290 7391 0 7190 166
8:45 10 78 4 00150 6481 0 3361 165
9:00 9 84 3 00150 7624 0 5370 190
9:15 11 69 7 00180 4401 0 3230 149
9:30 5 61 9 0 1190 4493 0 3280 155
9:45 341511252113520 4 0 31 112
10:00 4 46 3 1 0 330 8283 0 64140 122
10:15 3 50 3 1 0 17153210 4 0 71 113
10:30 6 37 5 0 1160 7421 0 5141 116
10:45 4 74 5 0 22120 1502 0 45151 176
11:00 7 66 7 00150 8447171130 166
11:15 5 60 5 00190 2491 0 2 0 12 1 146
11:30 15 68 6 0 35150 11 58 2 0 27103 202
11:4517825313120 12 77 3 0 95112 237
12:00 759212680 6685 0 74111 185
12:15 11 73 2 2 3 0 10110576 0 62161 196
12:301083101352427724272163 243
12:45 7784123122759225144 184
13:00 9725115120 7522 0 7291 183
13:15 9706126100 548212850 173
13:30 9 86 6 1 0 4131 3711 0 83171 221
13:45 987412570 3462 0 10 4 9 2
188
14:00 8658213120 5663 0 6561 188
14:15 4 39 3 1 00122768126170 148
14:30128431211627694115170 221
14:45 564713411236910 14 4 9 1
194
15:00 11 66 6 2 3 0 27 3 4 82 7 0 5370 221
15:151158104328119010 76103 207
15:3010895123130 3832 1145 8 4 237
15:45 5 81 9 0 1323179720 86100 252
16:00 5 86 3 3 1 0 33 1 3 99 1 0 111144 257
16:15 11 77 6 4 2 0 27 0 7982 0 166110 263
16:30 578733731159210 124100 255
16:451370223422331132489123 261
17:00 7 70 4 1 0023 2 3 102 1 0 249162 259
17:1512876313171210723147221 280
17:3015774432200 3 117 00116113 269
17:45 16 78 5 3 0 2180 3721 1113115 220
18:00 15 74 4 0 127227340 13 6 5 0 206
18:152365221130 169421150 176
18:3011693131140 5813 0 7 0 3 0 200
18:45 16 59 6 00260 3521 0 5250 157
Total 499 3578 268 60 58 109 584 31 282 3053 113 20 350 158 438 51 9490
Cars+ 498 3511 252 40 58 102 578 30 272 3009 112 19 335 155 420 50
9302
Trucks16716200761104411153181 188
0.2 1.9 6.0 33.3 0.0 6.4 1.0 3.2 3.5 1.4 0.9 5.0 4.3 1.9 4.1 2.0
2.01.9 1.7 1.6 3.8
Southbound Westbound Northbound Eastbound
All Vehicles
% Trucks
10th Avenue at Winnetka Avenue
3/16/2022
CountCloud
TURNING MOVEMENT COUNT DATA
Winnetka Ave 10th Ave Winnetka Ave 10th Ave
57
Location:
Count Date:
Counted By:
Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total
6:00 3 11 0010 3 4 0 12 5 1 00280 59
6:15 5 7 1 0 16 7 1 0 3102 00220 56
6:30 4 15 0015 4 4 0 5161 0 12110 78
6:45 6 9 0018 3 3 0 12 22 4 00480 89
7:00 3 16 1 0 15 7 2 0 5253 00340 84
7:15 5 24 1 0 19 1 4 0 521120 2120 97
7:30 9 35 2 0 24 11 10 0 6167 0013 9 0 142
7:45 8 23 1 0 34 4 6 0 740110 1520 142
8:00 13 25 00275140 91714006110 141
8:15 2 23 00266130 8327 0 1480 130
8:30 9 25 3 0 25 3 4 0 6246 1 0 340 112
8:45 8 23 0 1194100 11 26 10 00540 120
9:00 5 23 0012 6 4 0 11 17 9 0 1540 97
9:15 11 22 4 0 20 5 9 0 16 12 8 00460 117
9:30 5 21 1 0 29 9 7 0 12 12 9 008140 127
9:45 5 8 2 0 27 5 4 0 17 16 10 0010 12 0 116
10:00 6 14 2 0 26 6 4 0 25 17 5 0 1125 0 123
10:15 4 29 2 0 31 10 1 0 16 10 8 0011 7 0 129
10:30 9 28 2 0 29 8 5 0 17 12 5 0 28130 138
10:45 11 20 5 0 23 12 2 0 23 15 7 0 25190 144
11:00 11 18 6 0 21 7 4 0 34 19 10 006220 158
11:15 8 22 4 0 33 10 9 1 26 19 13 0 212140 172
11:30 12 21 3 0 26 18 8 0 27 22 8 0 210150 172
11:45 8 25 3 0 35 15 8 0 28 21 11 0 310210 188
12:00 6 32 7 0 28 14 13 1 38 12 10 0 122280 211
12:15 10 14 9 1 41 22 12 1 31 18 15 0 129250 227
12:30 12 25 3 0 36 16 10 0 33 15 14 0 414180 200
12:45 9 25 5 0 38 16 16 0 33 18 16 0 214210 213
13:00 4 18 2 0 21 18 6 0 31 17 12 0 411200 164
13:15 6 21 2 0 32 11 4 0 23 14 14 0 223230 175
13:30 8 28 3 0 36 19 6 1 25 16 12 0 211180 184
13:45 13 34 2 2 34 16 5 2 30 11 11 0 313260 198
14:00 3 30 3 0 31 10 4 0 227110 118190 159
14:15 10 31 1 0 33 15 5 0 22 17 9 0 118210 183
14:30 9 27 3 0 31 18 10 1 31 10 8 1 1 19 24 0 191
14:45 3 26 2 0 29 16 7 0 19 16 10 0 510161 159
15:00 7 26 5 0 29 8 6 0 34 19 10 1 1 10 19 0 174
15:15 10 32 5 0 32 12 7 1 20 11 5 0 111130 159
15:30 12 43 1 0 31 14 7 0 15169148260 186
15:45 10 32 5 0 34 13 10 0 22 14 11 0 29190 181
16:00 14 41 5 1 39 9 4 2 28 20 11 2 1 21 21 0 214
16:15 13 35 6 0 30 17 11 0 27 20 12 0 411210 207
16:30 10 58 5 0 32 11 9 0 31 21 17 1 0 18 19 0 231
16:45 7 30 6 0 28 13 4 0 37 18 14 0 18311 197
17:00 6 50 4 0 35 15 4 0 24 27 13 0 319370 237
17:15 7 30 6 0 39 10 5 0 37 15 16 1 2 18 32 0 217
17:30 6 24 5 0 32 6 3 0 33 11 8 0 211360 177
17:45 5 9 2 0 31 14 8 0 373143 1 8210 153
18:00 7 25 5 0 31 13 6 0 24 15 11 0 216200 175
18:15 3183 1197 5 0 36 7 5 0 517171 142
18:30 3 8 2 0 23 6 1 0 32972213210 127
18:45 4 9 6 0 20 11 4 0 24 11 5 0 114180 127
Total 387 1268 156 6 1435 539 332 10 1140 854 491 13 77 565 855 3 8099
Cars+ 375 1200 150 5 1402 520 313 9 1088 801 485 13 74 550 802 3
7760
Trucks 12 68 6 1 33 19 19 1 52 53 6 0 3 15 53 0
339
3.1 5.4 3.8 16.7 2.3 3.5 5.7 10.0 4.6 6.2 1.2 0.0 3.9 2.7 6.2 0.0
4.24.7 3.1 4.5 4.7
Southbound Westbound Northbound Eastbound
All Vehicles
% Trucks
Golden Valley Road at Boone Avenue
3/10/2022
CountCloud
TURNING MOVEMENT COUNT DATA
Boone Ave Golden Valley Rd Boone Ave 7th Ave
58
Location:
Count Date:
Counted By:
Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total
6:00 2 1 003410 120003 00 17
6:15 4 3 003420023008 00 29
6:30 000134000650 11100 30
6:45 2 4 2 00610016 7 0 2700 47
7:00 6 1 6 0 26300630 1900 43
7:15 4 5 004740 1117 0 1900 53
7:30 2 3 005164 0 2153 0 12300 74
7:45 5 4 4 0 6102 0 311100 42000 79
8:00 2 3 2 0 691006110 21700 59
8:15 5 4 3 0 582006914150 1 61
8:30 1 0 1 0 3131 008100019 00 56
8:45 4 3 5 0 4920 47120 32700 80
9:00 511221740 5810131500 71
9:15 95211184004101 0 20 1 0 74
9:30 8 0 1 0 4144 0 1780 32400 74
9:45 3 1 2 0 5123 0 3812112010 71
10:00 4 2 2 0 5134 0 2780 2242 0 75
10:15 4211613210 4121 1215 0 71
10:30 3 3 007164 0 25130 1221 0 77
10:45 4 0 1 0 5133 0 36200 3262 0 86
11:00 5 2 5 0 1108 0 211110 33700 95
11:15111215248006160 2352 0 112
11:30 711181660 11210 1401 0 104
11:45 9 0 2 0 12 30 6 0 46220 3324 0 130
12:00 9 2 0 115212 0 15210 3594 0 142
12:15 6531524110 14190 5433 0 129
12:30 8 3 0 210259 0 3417134820 132
12:45 8 3 3 0 11 23 13 0 112210 3394 0 141
13:00 7 0 2 0 6273 0 3517143800 112
13:15 4 0 2 0 9224 0 4723223810 116
13:30 8 7 1 0 9226 0 18190 3291 0 114
13:45 7 1 0013 17 4 0 42230 2421 0 116
14:00 9 2 1 0 4175 0 46260 2322 0 110
14:15 5 3 0 28239004241 3341 0 114
14:30 3 1 2 0 8178 0 55140 3462 0 114
14:45 1121729110 2912114020 117
15:00 71214246127210 1441 0 120
15:15 6 0 11819613521124500 116
15:301131171040 15170 1361 0 97
15:45 7 3 008244157200 3482 0 131
16:00 7 5 3 0 9247 0 1819153740 129
16:15 444462861171214420 1 118
16:30 6 6 3 0 8203 0 31190047 3 0 119
16:45 9 3 2 0 10 36 4 0 115201 7381 0 146
17:00 3 3 1 0 7235 0 1719122830 102
17:15 6 4 3 0 13 27 2 1 0 9190 2351 0 121
17:30 3 5 005202 0 1224113320 98
17:45 2 1 2 0 10 11 1 0 513170 2251 0 90
18:00 1 2 1 0 11 29 2 0 17190017 00 90
18:15 2221121730 17310 1121 1 91
18:30 4 2 1 0 6840 2490 32200 65
18:45 3 2 1 0 6910010 9 0 12000 62
Total 265 123 86 22 340 888 224 6 91 354 775 17 111 1501 62 3 4820
Cars+ 257 122 79 21 339 877 213 6 88 344 773 17 110 1474 59 3
4735
Trucks81711111103102012730 85
3.0 0.8 8.1 4.5 0.3 1.2 4.9 0.0 3.3 2.8 0.3 0.0 0.9 1.8 4.8 0.0% Trucks
Golden Valley Road at Wisconsin Avenue
3/8/2022
CountCloud
TURNING MOVEMENT COUNT DATA
Wisconsin Ave Golden Valley Rd Wisconsin Ave Golden Valley Rd
Southbound Westbound Northbound Eastbound
All Vehicles
1.83.4 1.6 1.2 1.9
59
Location:
Count Date:
Counted By:
Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total
6:00 5 12 1 0 1150 26000320 38
6:15 6121145001143 0 3500 54
6:30 526211220 1244 0 1135 0 86
6:45 15 33 1 0 6230 3221 0 3820 99
7:00 7 21 4 0 11 4 2 0 5268 0 3640 101
7:15 114211953252460 1690 122
7:30 6 29 0011 10 5 1 13 29 4 0 421130 145
7:45 9 33 0010 12 3 1 9 46 16 0 312140 167
8:00 8 37 2 0 14 9 9 0 946100 2125 0 163
8:15 9 35 2 0 89110 642140 5129 1 162
8:30 7393 11010171 853170 117170 199
8:45 16 22 1 1 13 14 10 0 12 42 14 0 615110 176
9:00 13 44 8 1 15 12 9 0 841210 6155 0 197
9:15 11 28 6 0 16 11 12 0 945100 615110 180
9:30 8234 119107 11144140 418170 179
9:45 5251 110151011038170 69120 158
10:00 17 32 3 0 139110 13 32 16 0 5178 1
176
10:15 10 31 1 0 12 12 8 0 733100 7185 0 154
10:30 11 22 3 1 8 15 5 0 636200 419180 167
10:45 8206118861434150 12 19 19 0 169
11:00 21 29 2 0 219110 741130 821180 201
11:15 14 38 6 1 18 19 12 0 11 50 19 0 622150 230
11:30 19 36 6 0 21 17 15 0 843180 522130 223
11:45 12 36 6 0 23 18 17 0 13 61 18 0 729150 255
12:00 21 49 3 0 20 16 25 0 14 51 17 0 13 34 21 0 284
12:15 16 40 4 1 22 17 16 0 958310 835151 271
12:30 19 36 6 3 19 14 12 1 9 58 26 0 13 33 20 1 265
12:45 16 38 3 1 16 10 12 3 24 61 18 0 822180 246
13:00 14 34 3 1 33 14 21 1 10 44 20 1 13 25 17 1 248
13:15 19 27 3 0 18 16 11 0 541210 10 28 18 2 217
13:30 9325 11516170 12 47 16 0 418200 211
13:45 11 39 3 0 23 11 16 0 12 49 22 1 10 29 15 1
240
14:00 11 32 4 0 18 18 7 0 953170 628190 222
14:15 13 22 2 0 19 12 10 0 13 36 8 0 631220 194
14:30 8274 32713100 10 65 20 0 830130 235
14:45 3285 115188 0 960211 919180 213
15:00 7426 12916110 14 73 20 0 16 28 25 0 287
15:15 10 30 1 0 179130 10 69 26 0 12 27 20 0 244
15:30 12 26 6 0 18 15 6 0 658141 626151 208
15:45 11 47 3 0 27 16 15 0 12 66 22 0 10 31 15 1 275
16:00 9492 13210110 13 87 18 0 830230 292
16:15 11 30 5 0 17 18 8 1 15 86 16 0 531140 256
16:30 11 55 6 0 23 14 11 0 11 77 17 0 12 24 30 0 291
16:45 19 78 6 0 20 14 8 0 17 76 29 0 739160 329
17:00 19 74 4 1 20 19 13 0 14 67 20 0 11 22 20 0 303
17:15 16 85 12 0 18 13 8 0 11 104 12 0 13 29 28 0 349
17:30 11 80 8 0 10 8 8 0 13 65 14 0 922260 274
17:45 11 75 4 0 1151611063210 418130 251
18:00 15 47 9 0 813110 10 66 15 0 815210 238
18:15 14 60 006560 668120 618200 221
18:30 9 50 1 0 912110 451100 6129 0 184
18:45 7 54 3 0 12 7 4 0 5487 0 515110 178
Total 605 1991 191 25 814 607 518 15 488 2619 798 4 354 1073 769 10 10827
Cars+ 601 1953 188 25 794 600 508 15 470 2567 780 4 352 1054 749 10
10616
Trucks 4383 02071001852180 219200
211
0.7 1.9 1.6 0.0 2.5 1.2 1.9 0.0 3.7 2.0 2.3 0.0 0.6 1.8 2.6 0.0
1.91.6 1.9 2.3 1.9
Southbound Westbound Northbound Eastbound
All Vehicles
% Trucks
Golden Valley Road at Winnetka Avenue
3/8/2022
CountCloud
TURNING MOVEMENT COUNT DATA
Winnetka Ave Golden Valley Rd Winnetka Ave Golden Valley Rd
60
Location:
Count Date:
Counted By:
Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total
6:00 0 3 0025005130 1641 30
6:15 1 0012800242007 0 1 26
6:30 2 5 005123 00230 4930 48
6:45 562161060 2380 1154 1 68
7:00 3 9 0010 18 000190010 2 0 62
7:15 4 6 0014 19 1 0 421000550 70
7:30 3 11 1 0 17 24 3 0 4240 2187 0 96
7:45 3 16 1 1 9 23 3 0 66190 5177 0 115
8:00 5 15 2 0 17 24 4 0 77140 1159 0 120
8:15 6 13 0011 17 4 0 119170017 11 2 116
8:30 9 18 1 0 13 16 1 0 411190011 3 0 106
8:45 8 6 0012 30 4 0 65190 3136 0 112
9:00 7532163510 152140 1173 0 119
9:15 7 8 0013 16 7 0 86100015 8 0 98
9:30 5 6 007192 0 6950015 3 0 77
9:45 332293240 126200 1226 2
120
10:00 741183140 12 2 4 0 1229 0 105
10:15 2 2 1 0 6192 0 158200011 9 0 95
10:30 1 10 1 0 7251 0 79110013 6 0 91
10:45 3 9 1 0 7262 0 10 9 9 0024 9 0 109
11:00 7 4 3 0 13 33 1 1 14 7 18 0 122120 135
11:15 7 2 2 0 15 22 8 0 116220032 13 0 140
11:30 4 10 1 0 9557 0 209220 231160 186
11:45 9 7 3 0 10 39 8 0 26 15 25 0 236180 198
12:00 5 12 3 0 14 53 4 1 15 10 20 1 2 28 11 0 177
12:15 10 15 4 3 9 34 4 1 14 11 14 1 4 32 7 2 158
12:30 6721184150 11 15 16 0036 12 1 169
12:45 454219418115721114381 176
13:00 561220391021710110 145110 176
13:15 11 2 4 3 14 47 5 0 239250 230151 187
13:30 8 8 1 0 10 33 4 0 12 17 11 0027 9 0 140
13:45 3112 118268 1185120035 13 0 151
14:00 1 6 0 114251 0 17 14 15 0 1188 1
120
14:15 4 7 0 112243 41710124 1179 0 116
14:30 8121 112322 0 12 15 14 0 226140 150
14:45 6 13 1 1 7 29 2 1 18 13 15 0026 10 0 140
15:00 12 10 2 1 9 29 2 0 14 13 17 0 230110 151
15:15 5 8 4 0 10 26 2 0 20 14 12 0023 11 0 135
15:30 2 12 5 0 8324 0 209170040 13 0 162
15:45 871362960 10 20 12 0 3439 1 154
16:00 2 10 2 0 7286 0 12 22 26 0 124140 154
16:15 5 15 2 0 11 25 4 0 11 25 15 0 236150 166
16:30 6 11 0 392850 16 22 29 0031 16 0 173
16:45 11 22 1 1 9 36 4 1 16 22 26 0 134113 193
17:00 5 25 1 2 6 29 7 2 11 20 16 1 2 43 16 1 181
17:15 69411137211217200 1349 1 162
17:30 7 14 1 1 9 28 5 0 13 14 26 0 231140 164
17:45 4 12 1 2 8 21 3 1 10 16 14 0 124160 130
18:00 6813132470 86140 2468 0 143
18:15 5 6 0 211222 0 108310 335100 143
18:30 2 8 0 29262179152428110 121
18:45 6 6 1 0 8153 0 6360018 8 1 80
Total 274 465 74 45 549 1417 196 18 592 517 789 10 63 1286 492 20 6714
Cars+ 270 463 72 45 540 1385 179 18 589 509 780 10 61 1245 478 20
6571
Trucks42209321703890241140 143
1.5 0.4 2.7 0.0 1.6 2.3 8.7 0.0 0.5 1.5 1.1 0.0 3.2 3.2 2.8 0.0
2.11.0 2.7 1.1 3.1
Southbound Westbound Northbound Eastbound
All Vehicles
% Trucks
Golden Valley Road at Rhode Island Avenue
3/16/2022
CountCloud
TURNING MOVEMENT COUNT DATA
Rhode Island Ave Golden Valley Rd Rhode Island Ave Golden Valley Rd
61
Location:
Count Date:
Counted By:
Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total
6:00 001 008 000000012 00 21
6:15 1 002 0 9 000000012 00 22
6:30 004 0014 00000007 00 25
6:45 00510 20 00000011800 44
7:00 2 0 5 0021 1 000002800 39
7:15 3 0 10 0025 2 0000031500 58
7:30 3 0 12 0026 2 0000043700 84
7:45 3 0 5 0035 2 0000010 42 00 97
8:00 2 0 15 1 0 25 2 0000092800 81
8:15 1 0 9 0030 4 0000092100 74
8:30 2 0 7 0036 2 0000063000 83
8:45 5 0 7 0025 4 0000021 25 00 87
9:00 2 0 25 0025 5 0000073200 96
9:15 1 0 6 0026 1 000003280 1 65
9:30 006 0035 00000051500 61
9:45 3 0 3 0026 2 0000062700 67
10:00 009 0024 5 0000072400 69
10:15 005 0024 1 0000072000 57
10:30 2 0 7 0025 00000052200 61
10:45 4 0 3 0033 4 0000053000 79
11:00 2 0 6 0036 00000053200 81
11:15 3 0 10 0046 3 0000010 39 00 111
11:30 4 0 15 0051 3 0000011 44 00 128
11:45 1 0 6 0059 00000073600 109
12:00 00810 74 1 0000073500 125
12:15 2 0 5 0037 2 0000046200 112
12:30 3 0 510 47 3 0000045100 113
12:45 2 0 610 44 2 0000063000 90
13:00 1 0 6 0034 00000054300 89
13:15 1 0 9 0036 3 0000083600 93
13:30 1 0 9 0027 1 0000083100 77
13:45 2 0 310 38 4 0000043700 88
14:00 00710 31 2 0000043500 79
14:15 2 0 4 0032 2 0000083700 85
14:30 4 0 10 0026 1 0000063700 84
14:45 3 0 10 0033 3 0000015 29 00 93
15:00 2 0 810 34 1 0000012 43 00 100
15:15 2 0 6 0033 5 0000093300 88
15:30 1 0 3 0032 2 0000014100 80
15:45 2 0 10 0042 00000015 45 00 114
16:00 1 0 10 0027 00000086400 110
16:15 1 0 710 29 00000084700 92
16:30 3 0 4 0048 2 0000010 41 00 108
16:45 1 0 8 0035 3 0000021 50 00 118
17:00 3 0 8 0043 1 0000011 55 00 121
17:15 5 0 710 34 1 0000022 59 00 128
17:30 2 0 10 0026 00000063400 78
17:45 008 0035 00000094000 92
18:00 2 0 7 0015 00000074000 71
18:15 2 0 9 0026 2 0000015 32 00 86
18:30 004 0020 1 0000018 30 00 73
18:45 2 0 4 0020 00000011 26 00 63
Total 94 0 376 12 0 1642 85 000004051747 0 1 4349
Cars+ 94 0 371 12 0 1604 85 000003991716 0 1
4269
Trucks005003800000063100 80
0.0 0.0 1.3 0.0 0.0 2.3 0.0 0.0 0.0 0.0 0.0 0.0 1.5 1.8 0.0 0.0
1.81.1 2.2 0.0 1.7
Southbound Westbound Northbound Eastbound
All Vehicles
% Trucks
Golden Valley Road at Pennsylvania Avenue
4/7/2022
CountCloud
TURNING MOVEMENT COUNT DATA
Pennsylvania Ave Golden Valley Rd N/A Golden Valley Rd
62
Location:
Count Date:
Counted By:
Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total
6:00 5 3 002 0 3 00440 2 001 23
6:15 0 3 005 0 1 00520 2 0 21 20
6:30 2 11 003 0000530002 0 26
6:45 7 10 003 0 1 0011 5 0 2 0 1 0 40
7:00 1 19 003 0 2 00840004 0 41
7:15 2 24 005 0 4 0010 9 0 2 0 3 0 59
7:30 9 16 009 0 1 0010 6 0002 0 53
7:45 8 24 006 0 3 0025 9 0 3130 82
8:00 14 28 007 0 6 0020 8 0 2130 89
8:15 10 25 0014 0 11 0021 12 0 1 0 33 97
8:30 3 29 0013 0 8 0019 7 0 5 000 84
8:45 5 21 008 0 8 0019 14 0 2270 86
9:00 3 22 004 0 7 0019 8 0 6 0 2 0 71
9:15 10 19 006 0 2 0016 13 0 5 0 8 0 79
9:30 12 17 006 0 4 0013 9 0 4 0 12 0 77
9:45 3 15 005 0 3 0026 14 0 10 1 5 0 82
10:00 4 16 006 0 1 00114150 13 0 60
10:15 3 14 009 0 7 0030 7 0 6170 84
10:30 2 21 007 0 4 0017 11 0 61110 80
10:45 4 21 007 0 5 0016 3 0 7 0 9 0 72
11:00 5 23 0013 0 6 0029 8 0 5 0 6 0 95
11:15 6 24 0011 0 7 0023 7 0 10 0 5 0 93
11:30 5 30 006 0 5 0033 3 0 111120 106
11:45 6 30 006 0 8 0046 14 0 15 0 9 0 134
12:00 8 28 0012 0 5 0023 4 0 12 0 9 0 101
12:15 6 25 009 0 720 253171132 96
12:30 7 29 0 180 610 287190 10 0 104
12:45 2 29 008 0 4 00338170 10 0 101
13:00 2 34 0010 0 820 202190 7 0 92
13:15 8 24 0012 0 11 0034 3 0 11 0 12 0 115
13:30 6 21 0 170 6 0024 1 0 10 0 12 0 87
13:45 10 32 0 2200 5 0019 10 1 9 0 72 112
14:00 3 25 0014 0 9 0031 5 0 7 0 10 0 104
14:15 1 24 1 0 13 0 7 0021 8 0 10 0 64 91
14:30 7 30 0014 0 310 28 9 0 10 0 14 0 115
14:45 6 24 0017 0 11 0022 10 0 14 0 7 0 111
15:00 4 27 0011 0 9 0028 7 0 5 0 11 0 102
15:15 3 25 0015 0 2 0036 5 0 11 0 12 0 109
15:30 11 21 0015 0 13 0014141161 9 0 114
15:45 5 18 0026 0 9 0021 9 1 11 0 11 0 110
16:00 3 29 0017 0 9 0044 5 1 11 1 11 0 130
16:15 11 30 0018 0 810 26 4 0 163100 126
16:30 8 27 0018 0 710 45 9 0 13 1 6 0 134
16:45 3 39 0017 0 13 1 0 42 4 0 12 0 16 1 146
17:00 6 38 0016 0 910 33 5 0 5 0 20 1 132
17:15 3 25 0018 0 810 37 10 1 5 0 10 0 116
17:30 9 29 0 1170 10 0036 8 0 7 0 9 0 125
17:45 9 27 0013 0 6 0030 7 0 4 0 2 0 98
18:00 5 24 0011 0 4 0020 3 0 4 002 71
18:15 4 22 007 0 3 0045 2 0 1 0 3 0 87
18:30 8 20 005 0 210 30 3 0 1 0 42 73
18:45 5 17 003 0 110 10 7 0 2 0 1 0 46
Total 292 1208 1 5 535 0 302 13 0 1241 356 10 350 15 381 19 4681
Cars+ 285 1191 1 5 525 0 293 13 0 1230 349 10 350 15 381 19
4620
Trucks7170010090011700000 61
2.4 1.4 0.0 0.0 1.9 0.0 3.0 0.0 0.0 0.9 2.0 0.0 0.0 0.0 0.0 0.0% Trucks
Rhode Island Avenue at Country Club Drive
3/16/2022
CountCloud
TURNING MOVEMENT COUNT DATA
Rhode Island Ave Country Club Dr Rhode Island Ave Driveway
Southbound Westbound Northbound Eastbound
All Vehicles
1.31.6 2.3 1.1 0.0
63
Location:
Count Date:
Counted By:
Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total
6:00 14 8 7 0061 12 0 7570 14 67 4 0 206
6:15 11 4 10 0 677110 4430 10 105 10 0 255
6:30 19 8 9 0 6 119 13 0 5850 18 128 6 0 344
6:45 19 10 12 0 9 146 20 0 4980 20 171 8 0 436
7:00 14 12 11 0 12 132 18 0 213100 14 200 11 0 449
7:15 15 15 14 0 14 185 27 0 27100 22 257 18 0 586
7:30 17 25 28 0 28 237 31 0 6119 0 25 360 16 0 793
7:45 17 12 27 0 17 227 33 0 817250 22 425 17 0 847
8:00 24 18 22 0 17 233 22 0 711140 32 328 18 0 746
8:15 15 16 26 0 24 171 29 0 5159 0 24 284 23 1 641
8:30 9 20 26 0 13 177 19 0 10 19 16 0 19 244 16 0 588
8:45 23 14 14 0 19 152 20 0 77110 33 243 11 1 554
9:00 14 10 14 0 12 162 17 0 12 9 7 0 26 168 18 1 469
9:15 16 13 20 0 20 171 18 0 4370 25 184 9 0 490
9:30 26 15 25 0 6 170 16 0 96130 28 180 11 0 505
9:45 14 9 30 0 5 152 19 0 5107 0 32 162 5 0 450
10:00 16 12 19 0 7 144 21 0 10 12 11 0 23 131 9 1
415
10:15 22 13 33 0 8 137 18 0 11 11 6 0 19 150 7 0 435
10:30 21 21 32 0 11 137 18 0 98110 25 134 6 0 433
10:45 24 15 25 0 13 161 18 0 612182331557 0 487
11:00 25 14 30 0 9 170 34 0 13 13 10 0 36 133 9 0 496
11:15 26 18 35 0 8 161 21 0 13 18 11 0 42 147 3 0 503
11:30 22 13 26 0 9 205 25 0 12 19 8 0 36 163 12 0 550
11:45 31 25 36 0 9 183 30 0 16 13 23 0 40 168 9 0 583
12:00 35 23 37 0 15 167 30 0 15 20 23 0 38 166 9 0 578
12:15 22 15 41 0 10 211 30 0 619120 41 171 13 0 591
12:30 24 16 39 0 19 182 31 0 716160 45 142 2 0 539
12:45 23 21 37 0 12 192 32 0 10 12 19 0 42 183 9 0 592
13:00 24 17 24 0 7 185 32 0 716120 31 160 6 0 521
13:15 30 18 35 0 13 184 26 0 14 14 10 0 33 171 7 1 555
13:30 20 26 28 0 8 186 26 0 616170 40 186 7 0 566
13:45 37 24 40 0 13 178 20 0 18 13 12 0 39 179 4 0 577
14:00 29 18 29 0 9 236 29 0 119160 27 203 6 0 622
14:15 33 18 35 0 11 198 17 0 914130 32 182 5 1 567
14:30 39 28 29 0 9 220 22 0 10 14 13 0 42 219 5 1 650
14:45 24 22 35 1 14 254 25 0 916220 31 217 5 0 674
15:00 34 13 22 0 11 301 35 0 16 16 21 0 34 254 7 0 764
15:15 35 21 27 0 8 218 29 0 810210 19 281 6 1 683
15:30 37 17 39 0 13 297 26 0 89200 25 270 8 0 769
15:45 41 22 28 0 9 305 29 0 22 11 22 0 35 260 10 0 794
16:00 43 17 32 0 15 324 27 0 17 12 26 0 41 301 6 0 861
16:15 38 21 35 0 16 294 30 0 14 13 32 0 35 301 3 0 832
16:30 50 32 40 0 11 279 22 0 15 17 32 0 52 341 6 2 897
16:45 41 17 28 0 13 318 23 0 26 20 27 0 46 356 3 0 918
17:00 55 25 48 0 13 280 28 0 14 22 33 0 32 369 6 0 925
17:15 47 18 35 0 13 285 35 0 18 11 29 0 42 344 8 0 885
17:30 39 27 18 0 13 245 29 0 17 12 26 0 33 374 8 0 841
17:45 30 14 30 0 10 208 29 0 10 17 16 0 35 243 2 0 644
18:00 28 24 28 0 16 182 24 0 14 18 14 0 27 224 7 0 606
18:15 28 10 25 0 14 169 33 0 119170 21 163 4 0 504
18:30 25 7 19 0 13 144 22 0 7590 36 153 3 0 443
18:45 16 14 19 0 5 142 18 0 711100 19 153 2 0 416
Total 1381 885 1413 1 615 10254 1269 0 533 652 799 2 1591 11253 430 10 31075
Cars+ 1306 867 1355 1 607 9918 1218 0 492 637 791 2 1510 10928 426 8
30055
Trucks 75 18 58 0 8 336 51 0 41 15 8 0 81 325 4 2
1020
5.4 2.0 4.1 0.0 1.3 3.3 4.0 0.0 7.7 2.3 1.0 0.0 5.1 2.9 0.9 20.0
3.34.1 3.3 3.2 3.1
Southbound Westbound Northbound Eastbound
All Vehicles
% Trucks
Highway 55 at Boone Avenue
3/10/2022
CountCloud
TURNING MOVEMENT COUNT DATA
Boone Ave Highway 55 Boone Ave Highway 55
64
Location:
Count Date:
Counted By:
Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total
6:00 004 0086 3 0000016100 155
6:15 006 0098 2 000005 128 00 239
6:30 002 00132 2 0000013 155 00 304
6:45 003 00148 16 0000014 221 00 402
7:00 002 00176 5 000007 250 00 440
7:15 008 00209 17 0000011 290 00 535
7:30 007 00260 14 0000016 381 00 678
7:45 007 00276 18 0000017 457 00 775
8:00 0011 00252 13 0000011 432 00 719
8:15 006 00243 11 0000017 330 00 607
8:30 004 00249 8 0000015 276 00 552
8:45 006 00226 8 0000023 254 00 517
9:00 004 00188 7 0000018 218 00 435
9:15 007 00145 6 0000016 182 00 356
9:30 005 00203 6 0000013 173 00 400
9:45 006 00171 14 0000016 205 00 412
10:00 0018 00167 13 0000010 162 00 370
10:15 0014 00168 8 0000015 160 00 365
10:30 0010 00160 7 0000018 147 00 342
10:45 009 00171 8 0000024 196 00 408
11:00 006 00185 14 0000015 181 00 401
11:15 009 00177 9 0000020 198 00 413
11:30 0012 00185 6 0000019 189 00 411
11:45 0014 00220 8 0000024 208 00 474
12:00 0022 00210 5 0000024 209 00 470
12:15 0014 00209 6 0000022 209 00 460
12:30 0014 00200 4 0000020 203 00 441
12:45 0016 00220 10 0000033 221 00 500
13:00 008 00181 13 0000017 164 00 383
13:15 0010 00237 10 0000025 194 00 476
13:30 0019 00207 13 0000015 209 00 463
13:45 0017 00235 12 0000016 192 00 472
14:00 008 00214 10 0000025 197 00 454
14:15 0010 00255 16 0000020 213 00 514
14:30 0015 00257 4 0000019 229 00 524
14:45 0010 00252 9 0000016 298 00 585
15:00 0010 00293 15 0000016 269 00 603
15:15 0013 00267 8 0000024 266 00 578
15:30 0018 00317 8 0000016 312 00 671
15:45 009 00312 13 0000026 225 00 585
16:00 0021 00301 11 0000014 266 00 613
16:15 0012 00331 11 0000015 338 00 707
16:30 0019 00341 6 0000017 402 00 785
16:45 0014 00304 12 0000025 384 00 739
17:00 0017 00343 9 0000019 423 00 811
17:15 0022 00320 8 0000018 406 00 774
17:30 0013 00259 4 0000021 324 00 621
17:45 0013 00261 14 0000025 303 00 616
18:00 0013 00187 4 0000021 213 00 438
18:15 0017 00186 6 0000030 199 00 438
18:30 007 00158 4 0000012 162 00 343
18:45 008 00154 4 0000014 118 00 298
Total 0 0 569 0 0 11506 472 0000092312602 0 0 26072
Cars+ 0 0 563 0 0 11159 464 0000091512208 0 0
25309
Trucks00600347800000839400 763
0.0 0.0 1.1 0.0 0.0 3.0 1.7 0.0 0.0 0.0 0.0 0.0 0.9 3.1 0.0 0.0
2.91.1 3.0 0.0 3.0
Southbound Westbound Northbound Eastbound
All Vehicles
% Trucks
Highway 55 at Wisconsin Avenue
3/8/2022
CountCloud
TURNING MOVEMENT COUNT DATA
Wisconsin Ave Highway 55 N/A Highway 55
65
Location:
Count Date:
Counted By:
Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total
6:00 6 7 4 0 1847 0 3100073 13 0 199
6:15 3 3 8 0 188100 5320 2 116 7 0 248
6:30 17 8 6 00119 16 0 7940 8 137 20 0 351
6:45 17 16 12 0 2 158 17 0 6410 15 181 20 0 449
7:00 15 11 12 1 4 157 21 0 8142 0 16 210 20 0 490
7:15 17 16 17 0 5 193 17 0 15 12 2 0 17 245 27 0 583
7:30 32 19 14 0 6 248 21 0 11 18 12 0 21 332 21 1 755
7:45 24 22 17 0 6 251 27 0 23 27 8 0 26 409 33 0 873
8:00 21 19 20 0 15 222 29 0 20 29 11 0 29 383 34 0 832
8:15 25 19 15 0 14 230 27 0 14 29 19 0 26 275 35 0 728
8:30 35 18 21 0 17 221 36 0 25 27 18 0 28 231 24 0 701
8:45 24 19 16 0 9 193 32 0 22 21 17 0 33 202 15 0 603
9:00 28 15 20 0 14 161 26 0 8227 0 31 160 22 0 514
9:15 26 25 18 0 5 119 26 0 12 30 5 0 19 157 14 0 456
9:30 19 13 25 0 15 167 29 0 20 22 6 0 28 124 19 0 487
9:45 22 18 23 0 10 138 29 0 23 18 9 0 36 157 14 0 497
10:00 21 18 16 0 7 142 36 0 22 17 8 0 20 123 21 0 451
10:15 23 14 19 0 10 141 19 0 14 21 7 0 22 126 9 0 425
10:30 25 18 12 0 7 142 20 0 13 20 5 0 20 111 13 0 406
10:45 23 16 23 0 3 139 28 0 19 22 4 0 30 140 19 0 466
11:00 30 15 33 0 12 160 31 0 12 30 9 0 25 133 21 0 511
11:15 39 23 22 0 18 138 38 0 19 29 11 0 35 147 12 0 531
11:30 22 16 32 0 13 145 41 0 15 25 3 0 33 141 21 0 507
11:45 42 28 32 0 10 182 51 0 22 38 8 0 42 139 20 0 614
12:00 33 20 50 0 13 145 46 0 13 39 10 0 41 152 20 0 582
12:15 43 21 43 0 12 156 45 0 12 41 5 0 41 137 19 0 575
12:30 45 30 39 0 15 150 49 0 26 33 9 0 41 137 25 0 599
12:45 37 22 37 0 13 156 46 0 29 49 6 0 40 158 20 0 613
13:00 48 32 34 0 13 155 43 0 13 31 14 0 21 114 20 0 538
13:15 42 23 42 0 10 168 25 0 30 31 16 0 32 132 22 0 573
13:30 28 21 25 0 10 175 47 0 24 27 6 0 33 166 16 0 578
13:45 47 24 46 0 4 172 39 0 36 31 7 0 39 120 12 0 577
14:00 26 25 23 0 7 166 36 0 24 31 5 0 31 153 14 0 541
14:15 42 18 39 0 6 225 37 0 18 24 11 0 18 169 17 0 624
14:30 33 20 34 0 17 190 36 0 31 37 11 0 32 169 15 0 625
14:45 33 15 32 0 15 214 40 0 20 40 7 0 37 234 22 0 709
15:00 51 23 37 0 12 244 30 0 33 47 14 0 36 192 13 0 732
15:15 45 14 33 0 10 205 37 0 22 45 4 0 49 198 22 0 684
15:30 28 19 31 0 15 264 34 0 24 36 9 1 37 248 19 0 764
15:45 42 20 32 0 14 263 58 0 31 31 13 0 46 259 21 0 830
16:00 45 32 46 0 9 246 45 0 39 63 21 0 33 301 22 0 902
16:15 29 14 31 0 12 274 62 0 21 43 6 0 32 290 31 0 845
16:30 62 17 31 0 6 276 63 0 35 48 15 0 27 345 33 0 958
16:45 68 43 34 0 6 250 40 0 29 56 5 0 50 323 23 0 927
17:00 58 28 32 0 14 279 64 0 30 29 11 0 48 357 23 0 973
17:15 82 38 45 0 8 268 66 0 24 54 12 0 43 338 14 0 992
17:30 64 30 34 0 4 207 59 0 15 36 13 0 39 279 14 0 794
17:45 58 25 40 0 6 214 46 0 19 25 10 0 38 265 18 0 764
18:00 55 23 30 0 10 146 42 0 20 38 5 0 32 179 7 0 587
18:15 59 27 35 0 4 134 38 0 26 32 10 0 28 177 9 0 579
18:30 46 22 30 0 6 111 34 0 13 18 9 0 34 142 7 0 472
18:45 46 17 33 0 5 110 31 0 14 26 7 0 23 109 6 0 427
Total 1851 1059 1435 1 480 9501 1872 0 1029 1529 449 1 1563 10295 978 1 32041
Cars+ 1812 1032 1416 1 461 9182 1845 0 998 1500 431 1 1533 9951 949 0
31110
Trucks 39 27 19 0 19 319 27 0 31 29 18 0 30 344 29 1
931
2.1 2.5 1.3 0.0 4.0 3.4 1.4 0.0 3.0 1.9 4.0 0.0 1.9 3.3 3.0 100.0
2.92.0 3.1 2.6 3.1
Southbound Westbound Northbound Eastbound
All Vehicles
% Trucks
Highway 55 at Winnetka Avenue
3/8/2022
CountCloud
TURNING MOVEMENT COUNT DATA
Winnetka Ave Highway 55 Winnetka Ave Highway 55
66
Location:
Count Date:
Counted By:
Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total
6:00 4 0 2 0068 5 0000097000 158
6:15 14 0 1 00105 4 0000010 98 00 232
6:30 7 0 8 00121 7 000003 143 00 289
6:45 13 0 10 00146 19 000008 174 00 370
7:00 14 0 12 00158 11 000007 184 00 386
7:15 22 0 17 00209 22 0000016 249 00 535
7:30 23 0 14 00227 16 0000012 358 00 650
7:45 28 0 12 00293 24 0000028 424 00 809
8:00 36 0 11 00240 29 0000019 384 00 719
8:15 26 0 18 00294 24 0000018 287 0 2 667
8:30 25 0 24 00181 24 0000014 283 00 551
8:45 25 0 24 00210 29 0000024 255 00 567
9:00 23 0 16 00187 20 0000020 202 00 468
9:15 22 0 21 00186 22 0000013 194 00 458
9:30 18 0 18 00176 24 0000013 184 00 433
9:45 13 0 13 00145 24 0000021 167 00 383
10:00 17 0 26 00155 15 0000011 133 00 357
10:15 19 0 13 00170 25 0000023 141 00 391
10:30 26 0 19 00151 24 0000014 158 00 392
10:45 20 0 20 00149 16 0000018 149 00 372
11:00 26 0 22 00197 31 0000013 162 00 451
11:15 31 0 25 00159 29 0000023 175 00 442
11:30 27 0 33 00183 27 0000014 176 00 460
11:45 30 0 23 00183 49 0000026 188 00 499
12:00 29 0 33 00193 33 0000014 194 00 496
12:15 37 0 32 00193 34 0000018 208 00 522
12:30 41 0 37 00211 28 0000016 207 00 540
12:45 37 0 36 00156 25 0000020 193 00 467
13:00 39 0 33 00175 23 0000013 192 00 475
13:15 43 0 37 00157 36 0000017 199 00 489
13:30 26 0 27 00203 25 000009 199 00 489
13:45 35 0 31 00156 21 0000021 181 0 2 445
14:00 33 0 41 00193 27 0000013 194 00 501
14:15 18 0 29 00218 27 0000016 227 00 535
14:30 49 0 32 00218 23 0000019 241 0 3 582
14:45 26 0 26 00250 28 0000015 238 00 583
15:00 33 0 33 00262 29 0000013 258 0 2 628
15:15 40 0 20 00243 36 0000014 283 0 1 636
15:30 33 0 26 00250 17 0000025 306 0 1 657
15:45 34 0 35 00279 34 0000018 336 00 736
16:00 52 0 39 00305 35 0000022 379 00 832
16:15 41 0 33 00317 26 0000014 405 00 836
16:30 54 0 30 00303 44 0000019 449 00 899
16:45 52 0 26 00349 49 0000020 486 00 982
17:00 44 0 47 00331 31 0000019 472 00 944
17:15 36 0 36 00327 41 0000022 461 00 923
17:30 38 0 34 00229 26 0000015 389 00 731
17:45 16 0 26 00234 24 0000016 338 0 1 654
18:00 30 0 27 00190 22 0000015 325 00 609
18:15 38 0 16 00187 31 0000019 238 0 2 529
18:30 37 0 28 00126 25 0000018 177 00 411
18:45 17 0 13 00135 8 000009 168 00 350
Total 1517 0 1265 0 0 10683 1328 0000084612881 0 14 28520
Cars+ 1490 0 1249 0 0 10267 1306 0000083812514 0 11
27664
Trucks27016004162200000836703 856
1.8 0.0 1.3 0.0 0.0 3.9 1.7 0.0 0.0 0.0 0.0 0.0 0.9 2.8 0.0 21.4
3.01.5 3.6 0.0 2.7
Southbound Westbound Northbound Eastbound
All Vehicles
% Trucks
Highway 55 at Rhode Island Avenue
3/16/2022
CountCloud
TURNING MOVEMENT COUNT DATA
Rhode Island Ave Highway 55 N/A Highway 55
67
Location:
Count Date:
Counted By:
Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total
6:00 0 19 00000005 000000 24
6:15 0 11 2 0003 009 0 1 0000 25
6:30 4 22 1 0003 0013 004 0 1 0 48
6:45 2 37 001 0 1 0 17001 000 50
7:00 1 32 2 0002 0023 1 00000 61
7:15 1 49 1 0 3 0 3 0025 0 11000 83
7:30 5 38 2 0 4 0 10 0037 000000 96
7:45 7 52 1 0 4 0 9 0051 4 0 1 0 1 0 130
8:00 7 59 002 0 6 0051 1 00000 126
8:15 7 44 2 001100040 1 00000 105
8:30 1 46 4 0 11100042 2 0 1 0 1 0 109
8:45 2 40 1 0 3 0 5 0035 1 00000 87
9:00 6 39 3 0004 0034 1 0 2 0 1 0 90
9:15 3 36 1 0 1170036 00001 0 86
9:30 2 31 3 0 2 0 8 0 1411 001 00 90
9:45 2 34 5 0009 0 2390 11000 92
10:00 1 33 7 0002 0 1420 32000 88
10:15 1 28 4 0 1 0 6 0 1361 2 3 0 1 0 82
10:30 2 33 3 0003 0 1362 0 2 0 1 0 83
10:45 6 36 1 0 2 0 3 0035 00004 0 87
11:00 2 41 8 0 1 0 1 0046113000 103
11:15 4 44 5 0 1 0 7 0 148005 0 1 0 116
11:30 4 42 9 0 1130049 000000 109
11:45 3 48 9 00120063221100 130
12:00 4 38 7 0004 0049 1 0 2 0 1 0 106
12:15 4 47 6 0 1 0 5 00611140 2 0 131
12:30 5 57 5 0002 0055 0 14000 128
12:45 9 35 13 00170070 004100 140
13:00 5 53 6 00160 146008 000 126
13:15 2 47 6 0005 0066 008 000 134
13:30 6 38 2 0005 0 1481 0 5 000 106
13:45 4 36 1 0008 0060 2 0 2 000 113
14:00 4 38 5 0 3 0 14 0047 003 0 1 0 115
14:15 1 56 3 0 1140052 1 0 2 0 1 0 122
14:30 1 52 3 0 1120070335100 139
14:45 4 49 3 00170061 0 22100 128
15:00 5 36 11 0 1 0 11 0083 004100 152
15:15 6 37 2 0004 0057 1 0 2 0 1 0 110
15:30 4 52 3 0 3270066 2 0 3 000 142
15:45 5 47 2 0005 0075 002 000 136
16:00 5 55 4 00010 0098 006 000 178
16:15 7 43 9 0 1 0 9 0060 6 0 2 000 137
16:30 8 39 8 0 5 0 13 0 184005 000 163
16:45 11 54 7 0 11120069 3 0 1 000 159
17:00 8 48 7 0 2 0 10 0068 1 0 3 000 147
17:15 8 49 5 0 1380071 0 12000 147
17:30 6 38 2 0 21100048 1 0 2100 111
17:45 4 44 3 00180046 2 0 3 000 111
18:00 3 33 5 0008 0052215000 108
18:15 3 31 8 0007 0059 006 000 114
18:30 3 31 1 0 2 0 4 0024 1 0 6 0 1 0 73
18:45 4 23 1 0 1 0 3 0043 006100 82
Total 212 2100 212 0 52 18 315 0 11 2531 46 20 134 8 19 0 5658
Cars+ 209 2035 210 0 50 18 312 0 7 2467 44 20 132 8 14 0
5506
Trucks365202030464202050 152
1.4 3.1 0.9 0.0 3.8 0.0 1.0 0.0 36.4 2.5 4.3 0.0 1.5 0.0 26.3 0.0% Trucks
Winnetka Avenue at Harold Avenue
3/8/2022
CountCloud
TURNING MOVEMENT COUNT DATA
Winnetka Ave Harold Ave Winnetka Ave Brookview Pkwy
Southbound Westbound Northbound Eastbound
All Vehicles
2.72.8 1.3 2.7 4.3
68
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Appendix B
Trip Generation Tables
69
Table B1Trip Generation EstimatesITE Trip Generation Manual, 11th EditionEnter ExitEnter Exit % Total Enter Exit % Total Enter Exit1 AApartments240 100% 240 221 Units 4.54 0.37 23% 77% 0.39 61% 39% 15% 76 17 59 15% 80 48 321 AAffordable Housing60 100% 60 223 Units 4.81 0.36 29% 71% 0.46 59% 41% 15% 19 5 14 15% 24 14 101 ABank3,500 100% 3,500 912 KSF 100.35 9.95 58% 42% 21.01 50% 50% 15% 30 17 13 15% 63 31 321 BRetail28,500 100% 28,500 822 KSF 54.45 2.36 60% 40% 6.59 50% 50% 15% 57 34 23 15% 160 80 801CApartments190 100% 190 221 Units 4.54 0.37 23% 77% 0.39 61% 39% 15% 59 14 45 15% 63 38 251 CRetail30,000 100% 30,000 822 KSF 54.45 2.36 60% 40% 6.59 50% 50% 15% 60 37 23 15% 168 84 841 D Retail 26,800 100% 26,800 822 KSF 54.45 2.36 60% 40% 6.59 50% 50% 15% 54 32 22 15% 150 76 742 A Office 8,000 100% 8,000 710 KSF 10.84 1.52 88% 12% 1.44 17% 83% 10% 11 10 1 10% 11 2 92 B Office 84,000 100% 84,000 710 KSF 10.84 1.52 88% 12% 1.44 17% 83% 10% 115 102 13 10% 109 19 902 C Apartments 220 100% 220 221 Units 4.54 0.37 23% 77% 0.39 61% 39% 15% 69 16 53 15% 73 44 292 C Bank 4,000 100% 4,000 912 KSF 100.35 9.95 58% 42% 21.01 50% 50% 15% 34 20 14 15% 71 36 352 D Office 14,000 100% 14,000 710 KSF 10.84 1.52 88% 12% 1.44 17% 83% 10% 19 16 3 10% 18 3 153 A City Offices(City Hall, DMV, fire, police, public works) 100% 00% 71 46 25 0% 89 34 553 B Library 100% 00% 5 4 1 0% 52 18 343 C Apartments 250 100% 250 221 Units 4.54 0.37 23% 77% 0.39 61% 39% 15% 79 18 61 0% 98 60 383 C Retail 20,000 100% 20,000 822 KSF 54.45 2.36 60% 40% 6.59 50% 50% 15% 40 24 16 0% 132 66 665 A Senior Housing 0 100% 0 252 Units 3.24 0.2 34% 66% 0.25 56% 44% 0% 0 0 0 0% 0 0 0798 412 386 1,361 653 708Full BuildExisting - Removed TripsUses existing driveway counts to estimate future tripsTotal Enter Exit Total Enter ExitTotal Enter Exit Total Enter Exit1 355 156 199 708 371 3371 130 83 47 598 299 2992 248 164 84 282 104 1782 80 40 40 72 35 373 195 92 103 371 178 1933 70 46 24 127 46 814 0 0 000040000005 0 0 00005000000798 412 386 1,361 653 708280 169 111 797 380 417518 243 275 564 273 291PM Peak HourAreaAM Peak HourAM Peak HourDaily RatePM TripsPM Peak HourAreaInternalExternal TripsAreaLand UseQuantityBuild Out Quantity% Build OutSectionDirectionalRateDirectional InternalExternal TripsITE Code UnitsAMPMAM TripsRate70
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Appendix C
Operations Summary Tables and Reports
71
Table C1aGolden Valley Downtown StudyExisting Conditions (2022)AM Peak HourL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 110th Ave at Boone Ave (Signal)EB 13 33 23 69 6.1 A 7.4 A 2.7 A 5.7 A00000842 28 74 1 %050 2062WB 19 18 12 49 6.8 A 5.6 A 2.6 A 5.3 A 4.7 A00000614 20 540050 2059NB 5 53 22 80 6.4 A 4.2 A 1.9 A 3.6 A120 20 2600282 20 6700 000SB 28 92 8 128 6.4 A 4.4 A 2.2 A 4.7 A120 20 3600969 20 7500 00010th Ave at Wisconsin AveEB046 16 620.0 00.3 A 0.2 A 0.3 A00000 00000 000WB 18 39057 2.2 A 0.3 A0.0 00.8 A 1.3 A00000592 20 2100 000NB 19023 42 4.9 A 0.0 A 2.6 A 3.5 A00000340 24 5500 000SB11130.0A5.4A3.3A4.4A00000972 20 2700 00010th Ave at Winnetka Ave (Signal) EB 18 8 30 56 45.0 D 32.4 C 7.8 A 23.3 C125 20 6900558 29 9700 000WB 1 7 25 33 43.8 D 39.9 D 6.1 A 14.7 B 5.0 A 200 20 2000590 21 6100 000NB 44 144 8 196 5.3 A 2.1 A 0.8 A 2.7 A250 20 5000414 20 5900 000SB 53 353 32 438 4.1 A 2.4 A 1.6 A 2.6 A115 20 4800997 23 10600 000Golden Valley Rd at Boone Ave (Signal) EB 2 28 30 60 15.7 B 17.9 B 4.7 A 10.9 B00000860 31 8100 000WB 111 26 43 180 23.6 C 11.8 B 4.2 A 17.1 B 9.2 A 200 57 12700712 25 7600 000NB 30 105 39 174 8.4 A 4.8 A 3.7 A 5.1 A165 20 6200301 31 12800150 20 51SB 32 106 3 141 8.1 A 4.7 A 1.8 A 5.4 A45 204601 %807 20 54 1 %0000Golden Valley Rd at Wisconsin Ave EB 11 75086 4.7 A 6.0 A0.0 05.8 A100 20 3000494 31 6500 000WB 22 43 9 74 4.6 A 6.3 A 3.3 A 5.4 A 5.2 A 245 20 4600686 29 6400 000NB 5 38 33 76 4.6 A 6.2 A 2.9 A 4.7 A00000199 29 5200 000SB 14 14 9 37 4.4 A 5.4 A 2.8 A 4.5 A00000379 24 6600 000Golden Valley Rd at Winnetka Ave (SignEB 14 57 41 112 37.8 D 42.2 D 16.8 B 31.4 C65 20 5201 % 669 48 131 1 %0000WB 43 40 28 111 42.0 D 37.5 D 3.6 A 31.5 C 11.9 B 200 36 11000370 32 9300185 20 42NB 37 199 44 280 6.8 A 4.5 A 2.9 A 4.5 A70 206501 % 167 32 122 1 %0000SB 32 343 4 379 7.5 A 6.0 A 2.4 A 6.1 A135 20 4700763 39 14200 000Golden Valley Rd at Rhode Island Ave (EB 8 41 34 83 5.4 A 4.5 A 2.0 A 3.6 A00000277 20 6400140 20 52WB 54 85 14 153 7.1 A 5.1 A 2.4 A 5.5 A 5.3 A 60 205900505 23 7700 000NB 28 24 54 106 6.9 A 7.6 A 2.7 A 4.9 A 80 20 5000136 20 6500 000SB 17 55 4 76 10.6 B 6.8 A 2.1 A 7.4 A 175 20 5100550 23 4700 000Golden Valley Rd at Pennsylvania Ave EB 32 800112 2.8 A 1.2 A0.0 01.6 A00000505 20 3300 000WB0112 10 1220.0 00.4 A 0.3 A 0.4 A 1.4 A00000 00000 000NB00000.000.000.000.0 A00000 00000 000SB 9041 50 5.6 A0.0 02.6 A 3.1 A00000807 20 4500 000Country Club Dr at Rhode Island Ave EB 6 2 11 19 7.1 A 9.3 A 5.9 A 6.6 A00000203 20 3100 000WB 36021 57 6.3 A0.0 03.2 A 5.0 A 2.3 A000001197 22 6800175 20 39NB079 35 1140.0 01.6 A 0.5 A 1.2 A0000021902000 000SB 41 1020143 2.5 A 1.0 A0.0 01.4 A30 20350000000 000TH 55 at Boone Ave (Signal)EB 103 1555 74 1,732 108.8F25.8 C 8.5 A 29.7 C345 7235406 % 2657 284 577 14 %0225 22323WB 86 906 115 1,107 73.7E10.8 B 4.4 A 14.8 B 29.0 C 260 59 129001179 103 24800 000NB 26 54 57 137 102.5F106.6F39.7 D 77.2E280 30 10100962 54 13700175 41 129SB 73 71 103 247 99.5F91.1F14.2 B 61.6E185 9521300301 47 15100215 49 116TH 55 at Wisconsin AveEB 61 162401,685 22.1 C 8.3 A0.0 08.8 A450 30 9300 00000 000WB01076 56 1,1320.0 04.9 A 4.9 A 4.9 A 7.2 A00000126402000335 20 34NB00000.000.000.000.0 A00000 00000 000SB0031 310.0 0 0.0 00.8 A 0.8 A00000 00000 000TH 55 at Winnetka Ave (Signal)EB 102 1399 123 1,624 122.7F8.8 A 2.6 A 15.2 B465 61 146001264 67 21800380 20 22WB 41 951 103 1,095 96.9F10.8 B 2.5 A 12.9 B 25.0 C 345 33 12400706 52 16100530 20 22NB 68 102 50 220 97.6F97.5F5.6A 77.7E310 54 13500570 71 19900 000SB 180 141 113 434 86.5F86.4F6.2 A 66.3E230 1152582 % 2 % 299 1172782 %0000Winne Ave BALANCE (GV-55) EB00770.0 0 0.0 04.4 A 4.4 A00000 00000240 20 31WB00000.000.000.000.0 A 1.3 A00000 00000 000NB0280 27 3070.0 01.7 A 1.7 A 1.7 A00000 00000 000SB042704270.0 00.9 A0.0 00.9 A00000167 20 2200 000TH 55 at Rhode Island Ave (Signal) EB 77 155201,629 119.9F3.3 A0.0 08.5 A 255 95 19400706 20 15000 000WB01040 93 1,1330.0 08.3 A 3.4 A 7.9 A 11.6 B000002772 86 24300260 20 59NB00000.000.000.000.0 A00000 00000 000SB 113055168 98.9F0.0 A 9.0 A 68.0E295 81 14800 00000215 28 60Harold Ave at Winnetka AveEB 101 2 10.1 B0.0 02.2 A 6.2 A00000772 20 2700 000WB 10 1 35 46 7.4 A 11.5 B 3.1 A 4.2 A 2.2 A00000621 22 5000 000NB0184 6 1900.0 00.1 A 0.0 A 0.1 A00000 00000 000SB 26 274 5 305 5.6 A 3.0 A 1.3 A 3.2 A160 20 3400 00000 000NOTES 1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.AM Peak HourIntersectionDemand VolumesApproachLOS ByApproachLOS ByIntersectionDelay (s/veh)Through Lane (s)Left Turn LaneRight Turn LaneVehicle Queing Information (feet)72
Table C1bGolden Valley Downtown StudyExisting Conditions (2022)PM Peak HourL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 110th Ave at Boone Ave (Signal)EB 20 43 30 93 6.8 A 7.0 A 2.8 A 5.6 A00000842 26 67 1 %050 2038WB 30 19 23 72 6.7 A 6.3 A 2.4 A 5.2 A 5.2 A00000614 21 550050 20 37NB 8 92 11 111 7.5 A 5.2 A 2.4 A 5.1 A120 20 2700282 23 8200 000SB 17 98 1 116 7.7 A 4.7 A 1.3 A 5.1 A120 20 5200969 20 7600 00010th Ave at Wisconsin AveEB072 20 920.0 00.3 A 0.2 A 0.3 A00000 00000 000WB 20 44 6 70 2.1 A 0.3 A 0.3 A 0.8 A 1.6 A00000592 20 2600 000NB 24 1 38 63 5.2 A 0.0 A 3.1 A 3.9 A00000340 28 4900 000SB 4 206 4.6 A 5.7 A0.0 04.9 A00000972 20 3300 00010th Ave at Winnetka Ave (Signal) EB 58 29 60 147 37.1 D 32.6 C 8.8 A 25.1 C125 4411600558 44 10400 000WB 7 14 93 114 35.7 D 34.5 C 8.6 A 13.3 B 8.2 A 200 20 4400590 43 11400 000NB 13 414 6 433 5.0 A 4.8 A 3.6 A 4.8 A250 20 3000414 41 15100 000SB 37 305 19 361 6.7 A 3.4 A 1.8 A 3.7 A115 20 5400997 27 8500 000Golden Valley Rd at Boone Ave (Signal) EB 6 63 119 188 16.6 B 17.1 B 9.0 A 11.9 B00000860 62 13800 000WB 134 49 22 205 26.8 C 13.6 B 3.8 A 21.0 C 12.2 B 200 63 15000712 22 8100 000NB 129 81 60 270 17.8 B 5.5 A 4.6 A 9.6 A165 6118700301 24 9200150 21 78SB 30 168 21 219 10.7 B 8.7 A 2.6 A 8.4 A45 205505 %807 28 79 5 %0000Golden Valley Rd at Wisconsin Ave EB 11 148 8 167 5.1 A 6.7 A 2.9 A 6.4 A100 20 3300494 42 7800 000WB 38 106 14 158 5.0 A 6.7 A 3.6 A 6.0 A 5.7 A 245 20 3800686 38 7200 000NB 5 32 77 114 5.8 A 7.0 A 3.8 A 4.8 A00000199 38 7500 000SB 24 16 9 49 4.9 A 5.8 A 2.8 A 4.8 A00000379 23 4800 000Golden Valley Rd at Winnetka Ave (SignEB 43 114 94 251 29.4 C 37.8 D 16.8 B 28.9 C65 308808 % 669 77 182 8 %0000WB 81 60 40 181 37.1 D 40.7 D 3.9 A 30.9 C 14.3 B 200 53 12600370 40 10900185 20 53NB 53 384 78 515 7.6 A 5.6 A 2.9 A 5.4 A70 20 5800167 46 10000 000SB 65 312 28 405 12.3 B 9.0 A 6.6 A 9.4 A135 26 7000763 50 12700 000Golden Valley Rd at Rhode Island Ave (EB 4 128 52 184 8.8 A 7.2 A 2.4 A 5.9 A00000277 37 12700140 20 50WB 35 130 18 183 10.7 B 6.8 A 3.0 A 7.2 A 7.0 A 60 205501 % 505 35 8400 000NB 55 81 91 227 10.3 B 8.0 A 3.5 A 6.7 A 80 206800136 3311600 000SB 28 67 6 101 13.3 B 7.9 A 2.8 A 9.2 A 175 20 4800550 27 7400 000Golden Valley Rd at Pennsylvania Ave EB 64 1830247 3.4 A 2.1 A0.0 02.4 A00000505 20 4700 000WB0156 7 1630.0 00.4 A 0.1 A 0.4 A 1.8 A00000 00000 000NB00000.000.000.000.0 A00000 00000 000SB 12027 39 6.5 A0.0 02.7 A 3.8 A00000807 20 3900 000Country Club Dr at Rhode Island Ave EB 35 1 52 88 7.9 A 8.2 A 4.1 A 5.6 A00000203 30 6800 000WB 69037 106 6.9 A0.0 04.4 A 5.9 A 2.9 A000001197 30 5800175 24 51NB0155 28 1830.0 01.3 A 0.3 A 1.1 A00000219 20 2000 000SB 20 1340154 2.9 A 1.1 A0.0 01.3 A30 20300000000 000TH 55 at Boone Ave (Signal)EB 172 1390 23 1,585 105.3F29.0 C 7.3 A 37.3 D345 12437107 % 2657 272 531 17 %0225 20202WB 50 1213 108 1,371 73.2E11.9 B 5.8 A 13.7 B 35.2 D 260 41 91001179 111 22800 000NB 73 70 121 264 88.3F95.8F30.8 C 64.6E280 80 18200962 59 14500175 60150SB 193 92 151 436 107.4F90.4F29.6 C 76.9E185199 25400301 11831901 % 215 80206TH 55 at Wisconsin AveEB 79 162501,704 34.5 D 6.7 A0.0 08.0 A450 53 13300 00000 000WB01299 35 1,3340.0 06.4 A 5.5 A 6.4 A 7.2 A00000 00000335 20 20NB00000.000.000.000.0 A00000 00000 000SB0072 720.0 0 0.0 00.9 A 0.9 A00000 00000 000TH 55 at Winnetka Ave (Signal)EB 169 1363 93 1,625 75.9E9.8 A 2.2 A 16.0 B465 88 219001264 84 24600380 20 26WB 34 1073 235 1,342 113.7F21.0 C 6.6 A 20.9 C 31.0 C 345 27 10400706 139 27900530 20 95NB 118 190 43 351 96.6F94.9F11.8B 85.2F310 88 16300570 118 23400 000SB 272 122 143 537 90.9F82.4F4.1 A 65.5E230 1673396 % 1 % 299 962481 %0000Winne Ave BALANCE (GV-55)EB0050 500.0 0 0.0 05.6 A 5.6 A00000 00000240 25 60WB00000.000.000.000.0 A 2.0 A00000 00000 000NB0515 79 5940.0 02.1 A 2.0 A 2.1 A00000 00000 000SB048704870.0 01.4 A0.0 01.4 A00000167 20 4200 000TH 55 at Rhode Island Ave (Signal) EB 80 159801,678 107.9F7.9 A0.0 012.7 B255 94 19600706 97 26400 000WB01203 165 1,3680.0 014.4 B 5.2 A 13.3 B 17.8 B000002772 149 333 2 %0260 20 73NB00000.000.000.000.0 A00000 00000 000SB 1860139325 93.7F1.0 A 17.3 B 60.9E295 123 239 4 %000000215 57 139Harold Ave at Winnetka AveEB 110011 7.5 A0.0 0 0.0 07.5 A00000772 20 3700 000WB 9 4 43 56 8.7 A 10.7 B 3.3 A 4.6 A 1.1 A00000621 25 5000 000NB 1 297 4 302 2.4 A 0.2 A 0.1 A 0.2 A1450200018702000 000SB 35 187 27 249 5.4 A 2.6 A 1.8 A 2.9 A160 20 500057002000 000NOTES 1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.PM Peak HourDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn Lane Through Lane (s) Right Turn LaneIntersectionApproachDemand VolumesVehicle Queing Information (feet)73
Table C2aGolden Valley Downtown Study2042 No Build ConditionsAM Peak HourL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 110th Ave at Boone Ave (Signal)EB 14 36 25 75 6.3 A 7.0 A 2.8 A 5.4 A00000842 25 70 1 %050 2068WB 21 20 13 54 7.3 A 6.0 A 2.3 A 5.7 A 4.7 A00000614 20 55 1 %050 2056NB 6 58 24 88 7.8 A 4.2 A 2.1 A 3.8 A120 20 3200282 20 8400 000SB 31 101 9 141 6.7 A 4.2 A 1.9 A 4.6 A120 20 4800969 20 7000 00010th Ave at Wisconsin AveEB051 18 690.0 00.3 A 0.2 A 0.3 A00000 00000 000WB 20 43063 2.0 A 0.2 A0.0 00.7 A 1.4 A00000592 20 2000 000NB 21025 46 4.9 A 0.0 A 2.8 A 3.6 A00000340 27 6000 000SB11132.9A5.3A4.2A4.1A00000972 20 2900 00010th Ave at Winnetka Ave (Signal) EB 20 9 33 62 44.9 D 28.5 C 6.3 A 23.0 C125 20 7800558 26 7300 000WB 1 8 28 37 41.4 D 38.3 D 6.1 A 15.3 B 5.2 A 200 20 2000590 23 7700 000NB 48 158 9 215 5.6 A 2.2 A 2.0 A 3.0 A250 20 5800414 20 7100 000SB 58 388 35 481 4.3 A 2.7 A 1.7 A 2.8 A115 20 5200997 24 10300 000Golden Valley Rd at Boone Ave (Signal) EB 2 31 33 66 13.9 B 18.0 B 5.3 A 11.6 B00000860 34 9100 000WB 122 29 47 198 23.6 C 12.1 B 5.1 A 17.1 B 9.5 A 200 60 13700712 29 8900 000NB 33 116 43 192 11.3 B 5.0 A 4.0 A 5.5 A165 20 6800301 28 11600150 20 54SB 35 117 3 155 9.4 A 4.9 A 1.9 A 5.8 A45 205201 %807 20 64 1 %0000Golden Valley Rd at Wisconsin Ave EB 12 83095 4.7 A 6.0 A0.0 05.8 A100 20 3000494 33 6800 000WB 24 47 10 81 4.9 A 6.2 A 3.6 A 5.5 A 5.2 A 245 20 4600686 30 6800 000NB 6 42 36 84 5.0 A 6.3 A 2.9 A 4.8 A00000199 30 5600 000SB 15 15 10 40 4.4 A 5.1 A 2.7 A 4.3 A00000379 24 6900 000Golden Valley Rd at Winnetka Ave (SignEB 15 63 45 123 37.9 D 47.2 D 17.1 B 35.2 D65 206301 % 669 51 134 1 %0000WB 47 44 31 122 43.8 D 40.7 D 6.0 A 33.7 C 13.2 B 200 39 8800370 35 10800185 20 44NB 41 219 48 308 6.7 A 4.9 A 2.4 A 4.8 A70 207401 % 167 321381 %0000SB 35 377 4 416 8.3 A 6.8 A 5.1 A 6.9 A135 20 4700763 45 14400 000Golden Valley Rd at Rhode Island Ave (EB 9 45 37 91 9.5 A 6.8 A 4.1 A 5.9 A00000277 20 6300140 20 51WB 59 94 15 168 8.2 A 4.7 A 1.9 A 5.6 A 6.0 A 60 227700505 24 7200 000NB 31 26 59 116 9.1 A 7.2 A 2.4 A 5.3 A 80 20 6100136 20 4900 000SB 19 61 4 84 10.6 B 7.1 A 3.3 A 7.7 A 175 20 5200550 26 6200 000Golden Valley Rd at Pennsylvania Ave EB 35 880123 2.8 A 1.1 A0.0 01.5 A00000505 20 3500 000WB0123 11 1340.0 00.5 A 0.2 A 0.5 A 1.4 A00000 00000 000NB00000.000.000.000.0 A00000 00000 000SB 10045 55 5.5 A0.0 02.8 A 3.3 A00000807 20 4100 000Country Club Dr at Rhode Island Ave EB 7 2 12 21 6.9 A 7.7 A 6.1 A 6.5 A00000203 20 3000 000WB 40023 63 6.0 A0.0 03.1 A 4.9 A 2.3 A000001197 23 5600175 20 46NB087 39 1260.0 01.7 A 0.6 A 1.4 A0000021902000 000SB 45 1120157 2.7 A 1.0 A0.0 01.5 A30 20350000000 000TH 55 at Boone Ave (Signal)EB 113 1711 81 1,905 113.2F30.7 C 11.5 B 34.4 C345 101518010 % 2657 354 752 17 %0225 36405WB 95 997 127 1,219 74.3E11.9 B 4.6 A 15.5 B 32.0 C 260 59 124001179 127 27300 000NB 29 59 63 151 107.4F106.0F48.0 D 82.1F280 37 12600962 53 13400175 47143SB 80 78 113 271 100.6F87.0F14.6 B 61.4E185 9923400301 56 18600215 51 123TH 55 at Wisconsin AveEB 67 178601,853 27.0 D 9.4 A0.0 010.1 B450 35 116001179 20 11800 000WB01184 62 1,2460.0 06.1 A 6.1 A 6.1 A 8.4 A00000 00000335 20 30NB00000.000.000.000.0 A00000 00000 000SB0034 340.0 0 0.0 00.8 A 0.8 A00000 00000 000TH 55 at Winnetka Ave (Signal)EB 112 1539 135 1,786 127.3F8.9 A 3.2 A 15.3 B465 62 147001264 61 27300380 20 24WB 45 1046 113 1,204 88.8F9.7 A 2.7 A 11.7 B 24.3 C 345 35 13000706 51 26000530 20 20NB 75 112 55 242 94.6F97.6F3.8A 73.7E310 59 13200570 70 17400 000SB 198 155 124 477 88.2F87.0F7.0 A 66.6E230 1222462 % 2 % 299 1233222 %0000Winne Ave BALANCE (GV-55) EB00990.0 0 0.0 03.5 A 3.5 A00000 00000240 20 30WB00000.000.000.000.0 A 1.3 A00000 00000 000NB0308 29 3370.0 01.7 A 1.5 A 1.7 A00000 00000 000SB0468 1 4690.0 01.0 A 0.6 A 1.0 A00000167 20 2300 000TH 55 at Rhode Island Ave (Signal) EB 85 170701,792 113.3F4.2 A0.0 09.3 A255 10722700706 21 17700 000WB01144 102 1,2460.0 09.2 A 3.9 A 8.8 A 12.5 B000002772 105 26800260 20 60NB00000.000.000.000.0 A00000 00000 000SB 124061 185 94.7F0.0 A 12.4 B 69.0E29588 16600 00000215 30 96Harold Ave at Winnetka AveEB 101 2 13.7 B0.0 02.1 A 6.0 A00000772 20 3200 000WB 11 1 39 51 9.2 A 8.7 A 2.9 A 4.2 A 2.3 A00000621 23 5200 000NB0202 7 2090.0 00.2 A 0.0 A 0.2 A00000 00000 000SB 29 301 6 336 5.7 A 3.1 A 1.5 A 3.3 A160 20 3700 00000 000NOTES 1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.Vehicle Queing Information (feet)Delay (s/veh)Through Lane (s)Left Turn LaneRight Turn LaneAM Peak HourIntersectionDemand VolumesApproachLOS ByApproachLOS ByIntersection74
Table C2bGolden Valley Downtown Study2042 No Build ConditionsPM Peak HourL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 110th Ave at Boone Ave (Signal)EB 22 47 33 102 7.0 A 6.7 A 2.9 A 5.6 A00000842 28 58 1 %050 2041WB 33 21 25 79 7.0 A 7.0 A 2.8 A 5.8 A 5.7 A00000614 24 61 1 %050 2046NB 9 101 12 122 7.8 A 5.5 A 2.2 A 5.2 A120 20 2900282 25 10500 000SB 19 108 1 128 7.4 A 6.0 A 2.6 A 6.2 A120 20 5200969 24 7800 00010th Ave at Wisconsin AveEB079 22 1010.0 00.4 A 0.2 A 0.4 A00000 00000 000WB 22 48 7 77 2.3 A 0.3 A 0.3 A 0.9 A 1.6 A00000592 20 3800 000NB 26 1 42 69 5.2 A 6.7 A 2.9 A 3.8 A00000340 28 4200 000SB 4 206 4.2 A 7.4 A0.0 05.6 A00000972 20 3100 00010th Ave at Winnetka Ave (Signal) EB 64 32 66 162 39.2 D 31.9 C 9.7 A 25.8 C125 4412601 % 558 47 15400 000WB 8 15 102 125 42.2 D 29.8 C 9.2 A 13.9 B 8.5 A 200 20 3700590 48 14300 000NB 14 455 7 476 6.2 A 4.9 A 2.9 A 4.9 A250 20 3900414 49 16900 000SB 41 336 21 398 6.9 A 3.6 A 2.0 A 3.9 A115 20 4400997 30 9100 000Golden Valley Rd at Boone Ave (Signal) EB 7 69 131 207 20.2 C 17.3 B 9.3 A 12.4 B00000860 68 17600 000WB 147 54 24 225 29.2 C 13.4 B 4.6 A 22.8 C 12.8 B 200 6817000712 25 7000 000NB 142 89 66 297 16.7 B 5.5 A 4.6 A 9.5 A165 7421700301 31 12600150 20 70SB33 185 23 241 13.1 B 9.5 A 3.5 A 9.4 A45 206006 % 807 30 100 6 %0000Golden Valley Rd at Wisconsin Ave EB 12 163 9 184 5.4 A 6.9 A 4.5 A 6.7 A100 20 3500494 45 8400 000WB 42 117 15 174 5.1 A 6.7 A 3.8 A 6.0 A 5.9 A 245 22 4600686 41 6600 000NB 6 35 85 126 6.0 A 6.8 A 4.1 A 4.9 A00000199 40 9100 000SB 26 18 10 54 4.8 A 5.7 A 3.0 A 4.8 A00000379 27 5200 000Golden Valley Rd at Winnetka Ave (SignEB 47 125 103 275 28.9 C 38.7 D 19.2 B 30.0 C65 349409 % 669 88 196 9 %0000WB 89 66 44 199 33.3 C 32.3 C 4.3 A 26.2 C 13.8 B 200 56 13600370 38 9900185 20 54NB 58 422 86 566 7.1 A 4.5 A 3.0 A 4.5 A70 206300167 48 11400 000SB 72 343 31 446 14.4 B 9.2 A 5.3 A 9.7 A135 30 7800763 52 12800 000Golden Valley Rd at Rhode Island Ave (EB 4 141 57 202 8.6 A 7.2 A 2.8 A 5.9 A00000277 40 12700140 21 68WB 39 143 20 202 10.7 B 7.3 A 3.2 A 7.5 A 7.3 A 60 205302 % 505 39 10100 000NB 61 89 100 250 10.6 B 8.7 A 4.0 A 7.3 A 80 226801 % 136 3710400 000SB 31 74 7 112 13.5 B 8.7 A 2.8 A 9.6 A 175 20 5300550 30 8300 000Golden Valley Rd at Pennsylvania Ave EB 70 2010271 3.4 A 2.0 A0.0 02.3 A00000505 20 6600 000WB0172 8 1800.0 00.5 A 0.1 A 0.5 A 1.8 A00000 00000 000NB00000.000.000.000.0 A00000 00000 000SB 13030 43 7.0 A0.0 02.6 A 3.9 A00000807 20 4000 000Country Club Dr at Rhode Island Ave EB 39 1 57 97 7.7 A 13.3 B 3.8 A 5.6 A00000203 31 6800 000WB 76041 117 7.8 A0.0 04.4 A 6.5 A 3.1 A000001197 32 6700175 24 54NB0171 31 2020.0 01.3 A 0.4 A 1.2 A0000021902000 000SB 22 1470169 3.1 A 1.2 A0.0 01.4A30 203000 00000 000TH 55 at Boone Ave (Signal)EB 189 1529 25 1,743 113.9F34.9 C 9.5 A 43.3 D345 143504013 % 2657 347 638 21 %0225 22322WB 55 1334 119 1,508 70.0E15.9 B 6.6 A 17.1 B 39.8 D 260 41 9301 % 1179 152 316 1 %0000NB 80 77 133 290 83.8F96.6F42.7 D 68.8E280 78 17500962 68 16801 % 175 83184SB 212 101 166 479 101.2F92.9F41.8 D 79.1E185205 25401 % 301 13932002 % 215 104240TH 55 at Wisconsin Ave EB 87 178801,875 44.7E8.3 A0.0 010.0 B 450 64 16400 00000 000WB01429 39 1,4680.0 08.6 A 8.6 A 8.6 A 9.2 A00000 00000335 20 24NB00000.000.000.000.0 A00000 00000 000SB0079 790.0 0 0.0 01.0 A 1.0 A00000 00000 000TH 55 at Winnetka Ave (Signal) EB 186 1499 102 1,787 78.0E11.2 B 3.0 A 17.7 B 465 102 209001264 114 31100380 20 21WB 37 1180 259 1,476 123.5F17.0 B 6.0 A 18.0 B 31.1 C 345 29 1240070680 25300530 20 70NB 130 209 47 386 98.6F96.0F11.1 B 86.1F310 95 18600570 129 26700 000SB 299 134 157 590 96.7F79.8E3.5 A 68.0E23019736612 % 1 % 299 932281 %0000Winne Ave BALANCE (GV-55)EB0055 550.0 0 0.0 05.4 A 5.4 A00000 00000240 24 61WB00000.000.000.000.0 A 2.0 A00000 00000 000NB0566 88 6540.0 02.3 A 2.1 A 2.3 A0000029902000 000SB053505350.0 01.4 A0.0 01.4 A00000167 20 7900 000TH 55 at Rhode Island Ave (Signal) EB 88 175801,846 82.0F4.4 A0.0 08.2 A255 99 21300706 24 19500 000WB01323 182 1,5050.0 015.6 B 6.1 A 14.5 B 16.1 B000002772 154 354 3 %0260 23 150NB00000.000.000.000.0 A0000000000 000SB 2050153 358 91.4F0.6 A 23.6 C 63.7E295 130 230 4 %000000215 66165Harold Ave at Winnetka AveEB 120012 8.6 A0.0 0 0.0 08.6 A00000772 20 4000 000WB 10 4 47 61 9.0 A 11.7 B 3.6 A 4.9 A 1.2 A00000621 26 6400 000NB 1 327 4 332 1.0 A 0.2 A 0.0 A 0.2 A00000 00000 000SB 39 206 30 275 6.1 A 2.6 A 1.7 A 3.0 A160 20 4900 00000 000NOTES 1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.Vehicle Queing Information (feet)IntersectionApproachDemand VolumesPM Peak HourDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn Lane Through Lane (s) Right Turn Lane
75
Table C3aGolden Valley Downtown Study2042 Build ConditionsAM Peak HourL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 110th Ave at Boone Ave (Signal)EB 14 47 26 87 6.3 A 6.7 A 2.6 A 5.4 A00000842 26 68 1 %050 2055WB 17 27 16 60 6.9 A 6.9 A 2.4 A 5.9 A 5.3 A00000614 24 67 1 %050 2055NB 7 64 22 93 8.2 A 5.2 A 2.2 A 4.7 A120 20 4900282 20 9100 000SB 39 103 9 151 7.6 A 4.8 A 2.8 A 5.4 A120 20 5800969 23 7900 00010th Ave at Wisconsin AveEB056 29 850.0 00.4 A 0.1 A 0.3 A00000 00000 000WB 8 40048 2.4 A 0.3 A0.0 00.6 A 1.5 A0000059202000 000NB 30021 51 4.9 A 0.0 A 2.8 A 3.9 A00000340 26 5800 000SB11130.0A4.8A2.2A3.9A00000972 20 2800 00010th Ave at Winnetka Ave (Signal) EB 28 10 43 81 40.8 D 25.8 C 7.0 A 21.8 C125 24 7900558 30 8400 000WB 1 19 35 55 42.8 D 39.8 D 7.4 A 19.0 B 6.5 A 200 20 2000590 29 8700 000NB 83 183 9 275 6.6 A 3.0 A 2.2 A 4.1 A250 29 8600414 20 7900 000SB 65 400 48 513 4.7 A 3.9 A 2.5 A 3.9 A115 20 5300997 36 13100 000Golden Valley Rd at Boone Ave (Signal) EB 2 35 33 70 27.2 C 17.1 B 5.1 A 11.5 B00000860 33 9000 000WB 129 37 54 220 22.2 C 14.0 B 5.5 A 16.2 B 9.6 A 200 57 12800712 34 9400 000NB 33 113 50 196 12.5 B 5.3 A 4.5 A 5.9 A165 20 6800301 29 1020015020 62SB 38 112 3 153 9.8 A 5.3 A 1.4 A 6.4 A45 205801 % 807 20 67 1 %0000Golden Valley Rd at Wisconsin Ave EB 18 89 2 109 4.9 A 6.4 A 3.4 A 6.1 A 100 20 3900494 35 6300 000WB 34 63 16 113 5.5 A 6.9 A 4.0 A 6.1 A 5.7 A 245 21 4900686 34 6700 000NB 10 87 41 138 5.9 A 6.6 A 3.6 A 5.6 A00000199 40 7500 000SB 25 28 13 66 4.9 A 5.7 A 2.7 A 4.8 A00000379 31 6600 000Golden Valley Rd at Winnetka Ave (SignEB 37 101 85 223 35.9 D 43.1 D 21.3 C 33.6 C300 31 8705 % 669 77 182 1 %0000WB 44 71 28 143 38.5 D 39.1 D 4.1 A 31.7 C 15.7 B 200 30 8500367 50 12400185 20 48NB 84 269 44 397 8.7 A 5.5 A 3.3 A 5.9 A165 33 9700164 4214400 000SB 27 411 18 456 9.7 A 10.9 B 8.5 A 10.7 B135 20 4600763 65 20900 000Golden Valley Rd at Rhode Island Ave (EB 10 61 58 129 8.4 A 5.5 A 2.5 A 4.5 A00000277 25 8200140 20 63WB 59 101 24 184 8.8 A 6.1 A 2.2 A 6.4 A 6.4 A 60 247001 % 505 32 7700 000NB 34 54 59 147 9.7 A 7.8 A 3.2 A 6.4 A 80 20 5300136 26 10000 000SB 28 84 6 118 11.1 B 7.8 A 2.6 A 8.3 A 175 20 5100550 31 7000 000Golden Valley Rd at Pennsylvania Ave EB 35 1120147 2.9 A 1.5 A0.0 01.8 A00000505 20 3900 000WB0139 11 1500.0 00.5 A 0.3 A 0.5 A 1.5 A00000 00000 000NB00000.000.000.000.0 A00000 00000 000SB 10045 55 5.9 A0.0 02.8 A 3.4 A00000807 20 3700 000Country Club Dr at Rhode Island Ave EB 7 2 12 21 7.3 A 8.6 A 6.0 A 6.6 A00000203 20 3500 000WB 40022 62 6.6 A0.0 03.7 A 5.5 A 2.3 A000001197 23 6400175 20 49NB0119 39 1580.0 01.6 A 0.5 A 1.4 A00000 00000 000SB 46 1550201 2.9 A 1.1 A0.0 01.5 A30 203900 00000000TH 55 at Boone Ave (Signal)EB 115 1768 81 1,964 116.0F34.4 C 13.7 B 38.5 D345 131529012 % 2657 387 801 18 %0225 58405WB 101 1057 127 1,285 71.7E13.1 B 5.9 A 16.9 B 34.4 C 260 66 131001179 135 28700 000NB 29 63 64 156 100.2F100.1F50.4 D 78.3E280 37 11100962 52 14701 % 175 48172SB 80 81 113 274 101.8F88.6F17.3 B 62.9E185 9820700301 50 15700215 53 134TH 55 at Wisconsin AveEB 123 178901,912 36.6E9.8 A0.0 011.5 B450 72 166001179 20 12100 000WB01202 65 1,2670.0 06.9 A 6.5 A 6.9 A 9.4 A00000126402000335 20 37NB00000.000.000.000.0 A00000 00000 000SB0082 820.0 00.1 A 1.0 A 1.0 A00000 00000 000TH 55 at Winnetka Ave (Signal)EB 106 1548 135 1,789 126.0F10.5 B 3.5 A 16.6 B465 54 125001264 75 30200380 20 25WB 45 1061 157 1,263 94.7F10.4 B 3.2 A 12.0 B 26.6 C 345 35 13200706 50 24000530 20 37NB 74 133 56 263 97.2F112.3F8.6A 85.7F310 60 13900570 109 23200 000SB 241 183 132 556 85.7F86.2F8.4 A 66.6E235 1462853 % 3 % 300 1403433 %0000Winne Ave BALANCE (GV-55)EB0016 160.0 0 0.0 04.2 A 4.2 A00000 00000240 20 32WB00110.0 0 0.0 03.9 A 3.9 A 1.3 A00000 00000160 20 20NB039603960.0 01.4 A0.0 01.4 A00000 00000 000SB054005400.0 01.2 A0.0 01.2 A00000164 20 3600 000TH 55 at Rhode Island Ave (Signal) EB 94 175001,844 117.7F4.5 A0.0 010.3 B255 12125100706 31 21900 000WB01192 125 1,3170.0 010.3 B 4.3 A 9.7 A 13.6 B000002772 124 297 1 %0260 20 62NB00000.000.000.000.0 A0000000000 000SB 157071 228 91.9F0.7 A 12.6 B 65.1E295 100 19100 00000215 33 85Harold Ave at Winnetka AveEB 101 2 9.7 A0.0 04.2 A 7.0 A00000772 20 3000 000WB 11 1 39 51 9.6 A 11.6 B 3.4 A 4.7 A 2.6 A00000621 26 6200 000NB0223 7 2300.0 00.2 A 0.0 A 0.2 A00000 00000 000SB 29 329 6 364 6.3 A 3.6 A 1.9 A 3.8 A160 20 3300 00000 000NOTES 1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.Vehicle Queing Information (feet)Delay (s/veh)Through Lane (s)Left Turn LaneRight Turn LaneAM Peak HourIntersectionDemand VolumesApproachLOS ByApproachLOS ByIntersection76
Table C3bGolden Valley Downtown Study2042 Build ConditionsPM Peak HourL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 110th Ave at Boone Ave (Signal)EB 22 50 34 106 7.2 A 6.8 A 2.9 A 5.5 A00000842 28 61 1 %050 2042WB 31 31 35 97 7.6 A 6.7 A 2.7 A 5.5 A 5.7 A00000614 26 71 1 %050 2044NB 10 101 9 120 9.2 A 5.8 A 3.5 A 5.9 A120 20 3400282 26 10400 000SB 25 105 1 131 8.3 A 5.4 A 5.4 A 5.9 A120 20 5000969 21 7900 00010th Ave at Wisconsin AveEB076 31 1070.0 00.4 A 0.2 A 0.3 A00000 00000 000WB 15 54 7 76 2.1 A 0.3 A 0.1 A 0.6 A 1.6 A00000592 20 2500 000NB 39 1 35 75 4.9 A 0.0 A 3.0 A 4.0 A00000340 28 4900 000SB 4 206 5.2 A 6.2 A0.0 05.5 A00000972 20 3100 00010th Ave at Winnetka Ave (Signal) EB 80 46 99 225 34.6 C 31.3 C 10.9 B 23.7 C125 5313501 % 558 63 16700 000WB 8 21 109 138 35.5 D 30.3 C 9.4 A 13.8 B 9.6 A 200 20 4000590 52 14600 000NB 34 476 7 517 7.0 A 5.9 A 5.5 A 6.0 A250 20 5200414 55 17300 000SB 47 350 24 421 7.8 A 4.9 A 2.6 A 5.1 A115 21 5300997 38 9700 000Golden Valley Rd at Boone Ave (Signal) EB 7 72 131 210 21.9 C 20.7 C 12.3 B 15.5 B00000860 72 19900 000WB 152 60 25 237 43.7 D 13.2 B 7.1 A 32.1 C 15.9 B 200 8420900712 39 18600 000NB 142 86 76 304 17.4 B 5.3 A 4.6 A 9.6 A165 7619800301 26 11100150 20 68SB31 183 23 237 13.7 B 11.4 B 3.1 A 10.8 B45 205607 % 807 35 108 7 %0000Golden Valley Rd at Wisconsin Ave EB 17 165 13 195 5.4 A 7.5 A 4.6 A 7.1 A100 20 4000494 46 10500 000WB 41 118 21 180 5.7 A 7.8 A 4.6 A 7.0 A 6.7 A 245 23 6200686 44 8100 000NB 8 66 99 173 6.3 A 7.9 A 5.4 A 6.4 A00000199 51 12300 000SB 40 61 18 119 5.6 A 6.5 A 3.5 A 5.8 A00000379 35 6500 000Golden Valley Rd at Winnetka Ave (SignEB 85 174 131 390 29.2 C 36.6 D 25.0 C 31.1 C300 55 167012 % 669 112 266 3 %0000WB 63 116 34 213 33.1 C 39.7 D 4.3 A 32.3 C 18.1 B 200 37 9800367 74 17000185 20 46NB 152 459 81 692 14.5 B 6.5 A 4.1 A 7.9 A165 5714500164 6112500 000SB 70 376 68 514 16.8 B 17.0 B 9.1 A 15.9 B135 33 10303 % 763 79 206 3 %0000Golden Valley Rd at Rhode Island Ave (EB 8 147 72 227 8.5 A 8.9 A 3.0 A 7.0 A00000277 47 14600140 24 63WB 39 141 38 218 12.5 B 8.1 A 4.2 A 8.2 A 8.5 A 60 205602 % 505 44 9900 000NB 72 150 100 322 12.0 B 9.8 A 4.8 A 8.7 A 80 258402 % 136 5413500 000SB 48 138 10 196 16.3 B 8.5 A 4.6 A 10.1 B 175 23 6900550 43 10300 000Golden Valley Rd at Pennsylvania Ave EB 70 2250295 3.9 A 2.3 A0.0 02.7 A00000505 20 7100 000WB0187 8 1950.0 00.6 A 0.3 A 0.6 A 2.1 A00000123402000 000NB00000.000.000.000.0 A00000 00000 000SB 13030 43 7.4 A0.0 02.9 A 4.3 A00000807 20 4500 000Country Club Dr at Rhode Island Ave EB 39 1 57 97 9.1 A 11.3 B 5.2 A 6.8 A00000203 32 7200 000WB 76042 118 9.4 A0.0 05.1 A 7.8 A 3.1 A000001197 32 7000175 24 51NB0242 31 2730.0 01.5 A 0.4 A 1.4 A00000219 20 2000 000SB 23 2260249 3.9 A 1.3 A0.0 01.5A30 202900 00000 000TH 55 at Boone Ave (Signal)EB 192 1579 25 1,796 118.6F37.4 D 11.1 B 46.0 D345 162523015 % 2657 377 648 23 %0225 27364WB 57 1388 119 1,564 72.1E18.3 B 8.2 A 19.5 B 41.9 D 260 45 9503 % 1179 179 361 2 %0280 20 44NB 80 81 137 298 88.1F95.4F48.6 D 71.5E280 82 18300962 64 201 1 % 2 % 175 95213SB 212 104 166 482 100.2F97.1F43.7 D 79.8E185209 25501 % 301 14632102 % 215 116238TH 55 at Wisconsin AveEB 149 177901,928 56.4F8.7 A0.0 012.5 B450 123 236001179 20 5900 000WB01423 46 1,4690.0 09.4 A 9.5 A 9.4 A 10.8 B00000126402000335 20 41NB00000.000.000.000.0 A00000 00000 000SB00140 1400.0 00.2 A 2.6 A 2.6 A00000 00000190 20 118TH 55 at Winnetka Ave (Signal)EB 151 1526 102 1,779 78.1E12.3 B 3.1 A 17.2 B465 74 180001264 121 29700380 20 25WB 41 1212 300 1,553 131.1F17.7 B 6.1 A 18.3 B 33.3 C 345 30 1090070687 25800530 20 61NB 130 241 49 420 97.7F98.5F18.4 B 88.5F310 94 19200570 161 29700 000SB 324 152 127 603 112.5F77.2E3.8 A 80.6F23523337322 % 1 % 300 1042581 %0000Winne Ave BALANCE (GV-55)EB0035 350.0 0 0.0 011.2 B 11.2 B00000 00000240 20 71WB0018 180.0 0 0.0 07.1 A 7.1 A 3.0 A00000 00000160 20 52NB0674 18 6920.0 01.8 A 1.7 A 1.8 A0000030002000 000SB0568 2 5700.0 03.9 A 0.5 A 3.9 A00000164 2515700 000TH 55 at Rhode Island Ave (Signal) EB 117 178301,900 98.1F5.5 A0.0 011.2 B255 13827300706 52 24100 000WB01372 225 1,5970.0 018.4 B 7.5 A 16.9 B 19.8 B000002772 178 393 5 %0260 30195NB00000.000.000.000.0A00000 00000 000SB 2550181 436 90.2F1.6 A 33.4 C 66.4E295 15726510 %000000215 97204Harold Ave at Winnetka AveEB 120012 8.2 A0.0 0 0.0 08.2 A00000772 20 3500 000WB 10 4 47 61 10.4 B 10.1 B 3.8 A 5.1 A 1.1 A00000621 25 6000 000NB 1 361 4 366 3.7 A 0.2 A 0.0 A 0.2 A14502000 00000 000SB 39 227 30 296 6.3 A 2.8 A 1.7 A 3.1 A160 20 4600 00000 000NOTES 1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.Vehicle Queing Information (feet)IntersectionApproachDemand VolumesPM Peak HourDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn Lane Through Lane (s) Right Turn Lane
77
Table C4aGolden Valley Downtown Study2042 Build Conditions - Area 5 Sensitivity AnalysisAM Peak HourL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 110th Ave at Boone Ave (Signal)EB 14 48 26 88 8.2 A 6.7 A 2.8 A 5.7 A00000842 28 70 1 %050 2068WB 17 28 16 61 6.8 A 6.3 A 2.6 A 5.6 A 5.3 A00000614 20 540050 2057NB 7 65 22 94 7.8 A 4.9 A 2.0 A 4.4 A120 20 3400282 20 7400 000SB 39 104 9 152 7.5 A 5.1 A 1.7 A 5.4 A120 20 4700969 23 6600 00010th Ave at Wisconsin AveEB057 29 860.0 00.4 A 0.2 A 0.3 A00000 00000 000WB 8 41049 2.1 A 0.3 A0.0 00.5 A 1.4 A0000059202000 000NB 30021 51 4.6 A 0.0 A 3.0 A 3.9 A00000340 26 6000 000SB11135.0A8.2A3.3A5.5A00000972 20 3100 00010th Ave at Winnetka Ave (Signal) EB 28 10 44 82 45.0 D 29.9 C 8.1 A 23.3 C125 25 9000558 33 9600 000WB 1 19 35 55 48.9 D 37.9 D 8.6 A 19.9 B 6.3 A 200 20 2000590 30 8600 000NB 84 191 9 284 6.0 A 2.6 A 2.3 A 3.6 A250 30 7900414 20 7900 000SB 65 400 48 513 5.1 A 3.8 A 2.2 A 3.8 A115 20 6800997 38 13700 000Golden Valley Rd at Boone Ave (Signal) EB 2 36 33 71 17.6 B 17.6 B 6.2 A 12.6 B00000860 35 9800 000WB 129 38 54 221 22.4 C 13.2 B 5.0 A 16.4 B 9.9 A 200 60 12600712 30 9500 000NB 33 114 50 197 11.9 B 5.4 A 4.1 A 6.0 A165 20 6100301 30 1220015020 51SB 38 113 3 154 10.2 B 5.4 A 2.1 A 6.5 A45 206301 % 807 20 58 1 %0000Golden Valley Rd at Wisconsin Ave EB 18 90 2 110 5.0 A 6.4 A 4.6 A 6.2 A100 20 3500494 35 6500 000WB 34 64 16 114 5.3 A 7.1 A 3.9 A 6.1 A 5.8 A 245 20 4600686 34 6800 000NB 10 87 41 138 5.8 A 6.6 A 3.6 A 5.7 A00000199 39 6800 000SB 25 28 13 66 4.8 A 5.6 A 2.7 A 4.8 A00000379 29 6300 000Golden Valley Rd at Winnetka Ave (SignEB 37 101 86 224 37.2 D 39.4 D 19.4 B 31.6 C300 33 8603 % 669 73 162 1 %0000WB 46 71 28 145 38.6 D 40.6 D 3.9 A 33.1 C 15.1 B 200 32 8400367 54 12900185 20 51NB 85 278 47 410 8.5 A 4.9 A 3.4 A 5.4 A 165 33 8500164 3812900 000SB 27 412 18 457 9.9 A 10.5 B 6.7 A 10.3 B 135 20 4501 % 763 64 211 1 %0000Golden Valley Rd at Rhode Island Ave (EB 10 64 58 132 8.4 A 6.4 A 2.6 A 5.0 A00000277 28 8900140 20 65WB 59 103 24 186 9.2 A 6.2 A 2.6 A 6.6 A 6.5 A 60 236401 % 505 30 8500 000NB 34 54 59 147 8.9 A 8.3 A 3.3 A 6.4 A 80 20 6100136 25 8300 000SB 28 84 6 118 12.1 B 7.7 A 3.8 A 8.4 A 175 20 5400550 33 8100 000Golden Valley Rd at Pennsylvania Ave EB 35 1150150 3.2 A 1.5 A0.0 01.9 A00000505 20 4500 000WB0141 11 1520.0 00.5 A 0.2 A 0.5 A 1.5 A00000 00000 000NB00000.000.000.000.0 A00000 00000 000SB 10045 55 5.6 A0.0 02.8 A 3.2 A00000807 20 4300 000Country Club Dr at Rhode Island Ave EB 7 2 12 21 8.6 A 8.7 A 6.0 A 7.1 A00000203 20 3500 000WB 40022 62 7.0 A0.0 03.5 A 5.7 A 2.3 A000001197 22 5500175 20 42NB0119 39 1580.0 01.6 A 0.6 A 1.4 A0000021902000 000SB 46 1550201 2.8 A 1.1 A0.0 01.5 A30 20350000000 000TH 55 at Boone Ave (Signal)EB 115 1773 81 1,969 112.7F32.6 C 13.0 B 36.1 D345 99458012 % 2657 371 743 18 %0225 50405WB 102 1067 128 1,297 71.3E13.5 B 5.3 A 17.0 B 32.9 C 260 64 12801 % 1179 144 29200 000NB 29 63 65 157 106.4F105.3F50.5 D 81.0F280 37 12500962 54 13500175 52163SB 81 81 113 275 99.8F82.4F18.1 B 59.8E185 9521500301 46 14000215 56 138TH 55 at Wisconsin AveEB 123 179601,919 36.4E9.9 A0.0 011.5 B450 65 17200 00000 000WB01214 65 1,2790.0 06.7 A 6.3 A 6.7 A 9.4 A00000126402000335 20 32NB00000.000.000.000.0 A00000 00000 000SB0082 820.0 00.0 A 1.0 A 1.0 A00000 00000190020TH 55 at Winnetka Ave (Signal)EB 106 1548 142 1,796 124.4F10.1 B 3.7 A 16.5 B465 58 135001264 72 27700380 20 26WB 46 1061 157 1,264 90.9F10.4 B 3.2 A 12.2 B 27.8 C 345 37 1410070655 25900530 20 41NB 86 146 58 290 93.2F124.1F19.0 B 94.6F310 61 14300570 121 25900 000SB 241 187 132 560 87.0F86.3F8.0 A 67.5E235 1543145 % 4 % 300 1413584 %0000Winne Ave BALANCE (GV-55)EB0016 160.0 0 0.0 05.1 A 5.1 A00000 00000240 20 36WB00330.0 0 0.0 04.2 A 4.2 A 1.4 A00000 00000160 20 30NB0407 2 4090.0 01.5 A 1.7 A 1.5 A00000 00000 000SB054405440.0 01.2 A0.0 01.2 A00000164 20 2800 000TH 55 at Rhode Island Ave (Signal) EB 94 175201,846 117.0F4.6 A0.0 010.2 B255 11924300706 28 21400 000WB01193 125 1,3180.0 010.3 B 4.4 A 9.7 A 13.8 B000002772 117 313 1 %0260 20 81NB00000.000.000.000.0 A0000000000 000SB 157071 228 95.3F0.9 A 12.9 B 67.8E295 105 201 1 %000000215 33 87Harold Ave at Winnetka AveEB 101 2 7.5 A0.0 03.9 A 5.7 A00000772 20 2700 000WB 15 1 66 82 9.7 A 9.3 A 4.0 A 5.1 A 2.6 A00000621 32 8000 000NB0223 9 2320.0 00.2 A 0.1 A 0.2 A00000 00000 000SB 41 329 6 376 5.8 A 3.3 A 1.7 A 3.5 A160 20 4200570 20 3900 000NOTES 1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.Vehicle Queing Information (feet)Delay (s/veh)Through Lane (s)Left Turn LaneRight Turn LaneAM Peak HourIntersectionDemand VolumesApproachLOS ByApproachLOS ByIntersection78
Table C4bGolden Valley Downtown Study2042 Build Conditions - Area 5 Sensitivity AnalysisPM Peak HourL T R Total L LOS T LOS R LOSDelay(S/Veh)LOSDelay(S/Veh)LOSStorage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 1% BlockThru (2)---->% BlockLeft (2)<----Link Length(feet)Avg.Queue(feet) 1MaxQueue(feet) 1% BlockRight (2)---->% BlockThru (2)<----Storage(feet) 3Avg.Queue(feet) 1MaxQueue(feet) 110th Ave at Boone Ave (Signal)EB 22 51 34 107 7.7 A 7.1 A 3.0 A 5.9 A00000842 29 63 1 %050 2040WB 31 32 35 98 7.1 A 6.8 A 2.9 A 5.4 A 6.0 A00000614 26 67 1 %050 2052NB 10 102 9 121 8.0 A 6.5 A 2.7 A 6.4 A120 20 3000282 28 11800 000SB 25 106 1 132 8.2 A 5.8 A 2.5 A 6.2 A120 20 4800969 24 6700 00010th Ave at Wisconsin AveEB077 31 1080.0 00.4 A 0.2 A 0.3 A00000 00000 000WB 15 55 7 77 2.1 A 0.4 A 0.3 A 0.7 A 1.6 A00000592 20 2400 000NB 39 1 35 75 5.1 A 6.8 A 3.0 A 4.2 A00000340 29 5100 000SB 4 206 4.3 A 7.4 A0.0 05.3 A00000972 20 3100 00010th Ave at Winnetka Ave (Signal) EB 80 46 100 226 36.0 D 30.6 C 11.0 B 23.9 C125 5312101 % 558 60 13300 000WB 8 21 109 138 35.5 D 28.8 C 9.4 A 13.7 B 9.5 A 200 20 4000590 50 13300 000NB 35 481 7 523 8.3 A 5.7 A 5.6 A 5.9 A250 20 6400414 58 17600 000SB 47 357 24 428 8.1 A 5.3 A 3.5 A 5.5 A115 21 5800997 42 11700 000Golden Valley Rd at Boone Ave (Signal) EB 7 73 131 211 19.1 B 22.7 C 13.3 B 16.9 B00000860 79 21400 000WB 152 61 25 238 36.2 D 13.4 B 5.3 A 26.9 C 14.7 B 200 7919100712 31 12600 000NB 142 87 76 305 16.8 B 5.3 A 4.4 A 9.2 A165 7222000301 31 15700150 22 71SB31 184 23 238 12.9 B 10.0 B 3.4 A 9.7 A45 205606 % 807 30 88 6 %0000Golden Valley Rd at Wisconsin Ave EB 17 166 13 196 5.3 A 7.7 A 4.8 A 7.3 A100 20 3500494 50 9600 000WB 41 119 21 181 6.0 A 7.3 A 4.4 A 6.7 A 6.6 A 245 22 5200686 40 7000 000NB 8 66 99 173 6.7 A 7.8 A 5.5 A 6.4 A00000199 52 13000 000SB 40 61 18 119 5.6 A 6.5 A 3.2 A 5.8 A00000379 36 7200 000Golden Valley Rd at Winnetka Ave (SignEB 85 174 132 391 26.4 C 34.9 C 22.3 C 28.8 C300 53 154011 % 669 115 254 3 %0000WB 66 116 34 216 33.9 C 37.7 D 4.3 A 31.2 C 17.5 B 200 41 10400367 66 14900185 20 47NB 153 465 83 701 13.1 B 6.8 A 4.3 A 7.8 A165 51 12800164 65 12200 000SB 70 384 68 522 18.2 B 16.7 B 11.5 B 16.2 B135 3812602 % 763 86 212 2 %0000Golden Valley Rd at Rhode Island Ave (EB 8 149 72 229 11.9 B 8.2 A 3.1 A 6.7 A00000277 45 14100140 26 65WB 39 144 38 221 11.4 B 8.3 A 4.4 A 8.2 A 8.5 A 60 216403 % 505 46 11700 000NB 72 150 100 322 12.3 B 9.9 A 4.7 A 8.8 A 80 256902 % 136 5213600 000SB 48 138 10 196 16.4 B 9.0 A 4.3 A 10.6 B 175 25 6500550 44 9200 000Golden Valley Rd at Pennsylvania Ave EB 70 2270297 3.6 A 2.2 A0.0 02.5 A00000505 20 5600 000WB0190 8 1980.0 00.5 A 0.4 A 0.5 A 1.9 A00000 00000 000NB00000.000.000.000.0 A00000 00000 000SB 13030 43 6.6 A0.0 03.1 A 4.1 A00000807 20 4100 000Country Club Dr at Rhode Island Ave EB 39 1 57 97 9.4 A 9.3 A 5.0 A 6.7 A00000203 30 6500 000WB 76042 118 9.7 A0.0 05.6 A 8.1 A 3.3 A000001197 33 7000175 26 54NB0242 31 2730.0 01.6 A 0.5 A 1.5 A00000219 20 2200 000SB 23 2260249 3.5 A 1.4 A0.0 01.6 A30 20260000000 000TH 55 at Boone Ave (Signal)EB 192 1589 25 1,806 117.8F36.0 D 11.4 B 44.8 D345 150529014 % 2657 363 657 22 %0225 20283WB 58 1396 120 1,574 72.8E18.2 B 8.2 A 19.5 B 40.9 D 260 49 15003 % 1179 173 353 2 %0280 20 44NB 80 81 138 299 84.6F94.2F45.1 D 69.8E280 81 19400962 68 16501 % 175 85195SB 213 104 166 483 99.9F91.5F41.6 D 77.9E185205 25500301 14132301 % 215 108236TH 55 at Wisconsin AveEB 149 179101,940 55.6F8.4 A0.0 012.0 B450 117 252001179 20 3200 000WB01433 46 1,4790.0 09.2 A 8.3 A 9.2 A 10.4 B00000126402000335 20 20NB00000.000.000.000.0 A00000 00000 000SB00140 1400.0 00.2 A 2.3 A 2.3 A00000 00000190 20 121TH 55 at Winnetka Ave (Signal)EB 151 1526 114 1,791 71.4E11.8 B 3.0 A 16.2 B465 68 160001264 118 30500380 20 22WB 43 1212 300 1,555 126.3F17.9 B 5.9 A 18.8 B 33.9 C 345 37 1330070689 29200530 20 70NB 140 250 51 441 98.9F103.5F21.6 C 92.9F310 97 20201 % 570 170 327 1 %0000SB 324 164 127 615 108.3F77.6E4.9 A 79.1E23523337822 % 1 % 300 1182631 %0000Winne Ave BALANCE (GV-55)EB0035 350.0 0 0.0 09.0 A 9.0 A00000 00000240 20 58WB0016 160.0 0 0.0 09.7 A 9.7 A 2.6 A00000 00000160 20 54NB0685 16 7010.0 01.8 A 1.6 A 1.8 A0000030002000 000SB0580 2 5820.0 03.0 A 0.9 A 3.0 A00000164 2015900 000TH 55 at Rhode Island Ave (Signal) EB 117 178501,902 85.2F5.2 A0.0 09.9 A255 11923200706 48 20600 000WB01374 225 1,5990.0 017.8 B 7.3 A 16.4 B 19.2 B000002772 168 366 4 %0260 26 118NB00000.000.000.000.0 A0000000000 000SB 2550181 436 91.0F2.9 A 36.2 D 68.0E295 15828410 %000000215 103259Harold Ave at Winnetka AveEB 120012 10.6 B0.0 0 0.0 010.6 B00000772 20 4000 000WB 13 4 68 85 9.8 A 9.3 A 3.9 A 5.1 A 1.4 A00000621 30 6100 000NB 1 361 8 370 2.8 A 0.3 A 0.1 A 0.3 A1450200018702000 000SB 65 227 30 322 6.8 A 3.1 A 1.9 A 3.7 A160 20 6500 00000 000NOTES 1. If the reported queue is greater than zero (0), but less than 20 ft, a minimum of 20 ft is reported.2. Block Percentage is proportion of analysis time (1 hour) the storage lane or through lane is blocked or blocking.3. Multiple storage lanes of different length are averaged together to show the "Effective Storage Length" per lane.Vehicle Queing Information (feet)IntersectionApproachDemand VolumesPM Peak HourDelay (s/veh)LOS ByApproachLOS ByIntersectionLeft Turn Lane Through Lane (s) Right Turn Lane
79
HCS All-Way Stop Control Report
General Information Site Information
Analyst Justin Anibas Intersection Golden Valley/Wisconsin
Agency/Co.SEH Jurisdiction Golden Valley
Date Performed 9/28/2022 East/West Street Golden Valley Rd
Analysis Year 2042 North/South Street Wisconsin Ave
Analysis Time Period (hrs)0.25 Peak Hour Factor 0.83
Time Analyzed AM Build
Project Description Golden Valley Downtown Study
Lanes
Vehicle Volume and Adjustments
Approach Eastbound Westbound Northbound Southbound
Movement L T R L T R L T R L T R
Volume 18 89 0 34 63 16 10 87 41 25 28 13
% Thrus in Shared Lane
Lane L1 L2 L3 L1 L2 L3 L1 L2 L3 L1 L2 L3
Configuration L TR L TR LTR LTR
Flow Rate, v (veh/h)22 107 41 95 166 80
Percent Heavy Vehicles 0 3 0 3 1 8
Departure Headway and Service Time
Initial Departure Headway, hd (s)3.20 3.20 3.20 3.20 3.20 3.20
Initial Degree of Utilization, x 0.019 0.095 0.036 0.085 0.148 0.071
Final Departure Headway, hd (s)5.76 5.31 5.75 5.16 4.53 4.87
Final Degree of Utilization, x 0.035 0.158 0.065 0.136 0.209 0.108
Move-Up Time, m (s)2.3 2.3 2.3 2.3 2.0 2.0
Service Time, ts (s)3.46 3.01 3.45 2.86 2.53 2.87
Capacity, Delay and Level of Service
Flow Rate, v (veh/h)22 107 41 95 166 80
Capacity 625 678 626 698 795 739
95% Queue Length, Q₉₅ (veh)0.1 0.6 0.2 0.5 0.8 0.4
Control Delay (s/veh)8.7 9.0 8.9 8.7 8.7 8.5
Level of Service, LOS A A A A A A
Approach Delay (s/veh)8.9 8.7 8.7 8.5
Approach LOS A A A A
Intersection Delay, s/veh | LOS 8.7 A
80
HCS All-Way Stop Control Report
General Information Site Information
Analyst Justin Anibas Intersection Golden Valley/Wisconsin
Agency/Co.SEH Jurisdiction Golden Valley
Date Performed 9/28/2022 East/West Street Golden Valley Rd
Analysis Year 2042 North/South Street Wisconsin Ave
Analysis Time Period (hrs)0.25 Peak Hour Factor 0.89
Time Analyzed PM Build
Project Description Golden Valley Downtown Study
Lanes
Vehicle Volume and Adjustments
Approach Eastbound Westbound Northbound Southbound
Movement L T R L T R L T R L T R
Volume 17 165 13 41 118 21 8 66 99 40 61 18
% Thrus in Shared Lane
Lane L1 L2 L3 L1 L2 L3 L1 L2 L3 L1 L2 L3
Configuration L TR L TR LTR LTR
Flow Rate, v (veh/h)19 200 46 156 194 134
Percent Heavy Vehicles 0 2 2 1 2 2
Departure Headway and Service Time
Initial Departure Headway, hd (s)3.20 3.20 3.20 3.20 3.20 3.20
Initial Degree of Utilization, x 0.017 0.178 0.041 0.139 0.173 0.119
Final Departure Headway, hd (s)6.14 5.61 6.19 5.56 4.91 5.30
Final Degree of Utilization, x 0.033 0.312 0.079 0.241 0.265 0.197
Move-Up Time, m (s)2.3 2.3 2.3 2.3 2.0 2.0
Service Time, ts (s)3.84 3.31 3.89 3.26 2.91 3.30
Capacity, Delay and Level of Service
Flow Rate, v (veh/h)19 200 46 156 194 134
Capacity 587 641 582 647 733 679
95% Queue Length, Q₉₅ (veh)0.1 1.3 0.3 0.9 1.1 0.7
Control Delay (s/veh)9.0 10.8 9.4 10.0 9.7 9.6
Level of Service, LOS A B A B A A
Approach Delay (s/veh)10.7 9.9 9.7 9.6
Approach LOS B A A A
Intersection Delay, s/veh | LOS 10.0 B
81
HCS Roundabouts Report
General Information Site Information
Analyst Justin Anibas Intersection Golden Valley/Wisconsin
Agency or Co.SEH E/W Street Name Golden Valley Rd
Date Performed 5/27/2022 N/S Street Name Wisconsin Ave
Analysis Year 2042 Analysis Time Period, hrs 0.25
Time Analyzed AM Build Peak Hour Factor 0.83
Project Description Golden Valley Rd/Wisconsin …Jurisdiction Golden Valley
Volume Adjustments and Site Characteristics
Approach EB WB NB SB
Movement U L T R U L T R U L T R U L T R
Number of Lanes (N)0 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0
Lane Assignment LTR LTR LTR LTR
Volume (V), veh/h 0 18 89 2 0 34 63 16 0 10 87 41 0 25 28 13
Percent Heavy Vehicles, %2 0 3 0 2 0 0 13 2 0 1 0 2 0 0 38
Flow Rate (vPCE), pc/h 0 22 110 2 0 41 76 22 0 12 106 49 0 30 34 22
Right-Turn Bypass None None None None
Conflicting Lanes 1 1 1 1
Pedestrians Crossing, p/h 0 0 0 0
Proportion of CAVs 0
Critical and Follow-Up Headway Adjustment
Approach EB WB NB SB
Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass
Critical Headway, s 4.9763 4.9763 4.9763 4.9763
Follow-Up Headway, s 2.6087 2.6087 2.6087 2.6087
Flow Computations, Capacity and v/c Ratios
Approach EB WB NB SB
Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass
Entry Flow (ve), pc/h 134 139 167 86
Entry Volume, veh/h 131 136 166 80
Circulating Flow (vc), pc/h 105 140 162 129
Exiting Flow (vex), pc/h 189 110 150 77
Capacity (cpce), pc/h 1240 1196 1170 1210
Capacity (c), veh/h 1210 1175 1162 1125
v/c Ratio (x)0.11 0.12 0.14 0.07
Delay and Level of Service
Approach EB WB NB SB
Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass
Lane Control Delay (d), s/veh 3.9 4.0 4.3 3.8
Lane LOS A A A A
95% Queue, veh 0.4 0.4 0.5 0.2
Approach Delay, s/veh 3.9 4.0 4.3 3.8
Approach LOS A A A A
Intersection Delay, s/veh | LOS 4.1 A 82
HCS Roundabouts Report
General Information Site Information
Analyst Justin Anibas Intersection Golden Valley/Wisconsin
Agency or Co.SEH E/W Street Name Golden Valley Rd
Date Performed 5/27/2022 N/S Street Name Wisconsin Ave
Analysis Year 2042 Analysis Time Period, hrs 0.25
Time Analyzed PM Build Peak Hour Factor 0.89
Project Description Golden Valley Rd/Wisconsin …Jurisdiction Golden Valley
Volume Adjustments and Site Characteristics
Approach EB WB NB SB
Movement U L T R U L T R U L T R U L T R
Number of Lanes (N)0 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0
Lane Assignment LTR LTR LTR LTR
Volume (V), veh/h 0 17 165 13 0 41 118 21 0 8 66 99 0 40 61 18
Percent Heavy Vehicles, %2 0 2 0 2 2 1 0 2 13 2 1 2 3 2 0
Flow Rate (vPCE), pc/h 0 19 189 15 0 47 134 24 0 10 76 112 0 46 70 20
Right-Turn Bypass None None None None
Conflicting Lanes 1 1 1 1
Pedestrians Crossing, p/h 0 0 0 0
Proportion of CAVs 0
Critical and Follow-Up Headway Adjustment
Approach EB WB NB SB
Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass
Critical Headway, s 4.9763 4.9763 4.9763 4.9763
Follow-Up Headway, s 2.6087 2.6087 2.6087 2.6087
Flow Computations, Capacity and v/c Ratios
Approach EB WB NB SB
Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass
Entry Flow (ve), pc/h 223 205 198 136
Entry Volume, veh/h 219 203 194 133
Circulating Flow (vc), pc/h 163 105 254 191
Exiting Flow (vex), pc/h 347 164 119 132
Capacity (cpce), pc/h 1169 1240 1065 1136
Capacity (c), veh/h 1149 1226 1045 1113
v/c Ratio (x)0.19 0.17 0.19 0.12
Delay and Level of Service
Approach EB WB NB SB
Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass
Lane Control Delay (d), s/veh 4.8 4.3 5.2 4.3
Lane LOS A A A A
95% Queue, veh 0.7 0.6 0.7 0.4
Approach Delay, s/veh 4.8 4.3 5.2 4.3
Approach LOS A A A A
Intersection Delay, s/veh | LOS 4.7 A 83
GOLDEN VALLEY DOWNTOWN REDEVELOPMENT TRAFFIC STUDY GOLDV 166095
Appendix D
FHWA’s Guide for Improving Pedestrian Safety at Uncontrolled Crossing Locations (Treatment Matrix)
84
85
86
EXECUTIVE SUMMARY
City Administration
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Work Session
December 13, 2022
Agenda Item
2. Review of Federal and State Legislative Priorities for 2023
Prepared By
Timothy Cruikshank, City Manager
Summary
Annually, the City Council reviews its Federal and State Legislative Priorities in preparation for the
upcoming year. Attached are the 2022 documents to work from.
The 2022 Federal Legislative Priorities can be found here
The 2022 State Legislative Priorities can be found here
Changes made to these documents will then be brought to the 1/3/2023 Council meeting for
approval.
Legal Considerations
Legal review is not required for this item.
Equity Considerations
When considering Federal and State legislative priorities, the Council should ensure those priorities
are consistent with the City's 2022 Equity Plan .
87
EXECUTIVE SUMMARY
City Administration
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Work Session
December 13, 2022
Agenda Item
3. Discussion of 2023 Council Appointments, Assignments, and Reimbursements
Prepared By
Timothy Cruikshank, City Manager
Summary
Each year, the City Council appoints its members and staff to fill several roles required by statute.
Additionally, the Council appoints its members to serve as representatives on various
assignments. The 2023 proposed appointments are as follows:
1. Acting Mayor. Each year, the Council must appoint an Acting Mayor to fulfill the duties of Mayor
during the disability or absence of the Mayor. (Minn. Stat. § 412.121.) This duty has historically been
rotated. Listed below is the history of Mayor Pro Tem appointments:
2017 – Schmidgall
2018 – Fonnest
2019 – Clausen
2020 – Rosenquist
2021 – Sanberg
2022 – M. Harris
2023 –
2. Assistant Weed Inspector. Under Minnesota Statute, the Mayor acts as the weed inspector for the
City. Each year, the City appoints assistant weed inspectors (Minn. Stat. § 18.80, subd. 3 ) to carry out
the duties of weed inspector. Historically, employees of the Fire Department, Parks and Recreation
Department and the City Forester have filled this role. The proposed assistant weed inspectors for
2023 are:
Chris Sorheim, Fire/Property Maintenance Specialist
Jake Dashiell, Fire/Property Maintenance Specialist
Al Lundstrom, Park Supervisor
Tim Teynor, City Forester
3. Board and Commission Liaisons. Each year, the Council appoints one Council Member to act as a
liaison to each Board and Commission. The Proposed Board and Commission Liaisons for 2023 are as
follows:
88
Board of Zoning Appeals – Rosenquist
Environmental Commission – Sanberg
Community Services Commission – La Mere-Anderson
Open Space and Recreation Commission – Harris, M
Planning Commission – La Mere-Anderson
Diversity Equity & Inclusion Commission – Harris, M
Police Employment, Accountability & Community Engagement (PEACE) – Sanberg
4. Other Assignments. Each year, the Council assigns Council Members to serve as representatives on
various other assignments. These appointments are for a one-year term. (Golden Valley City Code
Section 2-43(b)) The proposed Council appointments for 2023 are as follows:
169 Corridor Committee – Council Member Rosenquist
Beyond the Yellow Ribbon Campaign – Mayor Harris
Blue Line Now! Coalition – Mayor Harris (Delegate); Council Member Rosenquist (Alternate)
Bottineau Light Rail Community Works Steering Committee – Council Member Rosenquist
Golden Valley Business Council – Council Member Harris (Delegate); Mayor Harris (Alternate)
Golden Valley Historical Society Board – Council Member La Mere-Anderson
Highway 55 Bus Rapid Transit – Council Member Rosenquist
Hopkins School District 270 Caring Youth Committee – Council Member Sanberg
Hopkins School District 270 Cities Joint Meetings – Council Member Sanberg
Legislative Liaison and Spokesperson – Mayor Harris
METRO Blue Line Extension Corridor Management Committee – Mayor Harris (Delegate);
Council Member Rosenquist (Alternate)
Metro Cities/LMC – Varies
Minneapolis Park and Recreation Board Committee – Council Member Rosenquist (Delegate);
Mayor Harris (Alternate)
Minneapolis Regional Chamber of Commerce – Council Member Harris
Minneapolis Water Advisory Board – Mayor Harris
Municipal Legislative Commission – Mayor Harris (Delegate); Council Member Harris (Alternate)
Northwest Suburbs Cable Communications/ CCX – Council Member Sanberg
Quarterly Police Department Committee – Mayor Harris (Regular Representative); 1 Council
Member rotated quarterly
Regional Council of Mayors – Mayor Harris
Robbinsdale School District 281 Government Advisory Committee – Council Member Sanberg
Sochacki Park Governance Policy Board – Council Member Rosenquist (Delegate); Mayor Harris
(Alternate)
5. Discover St. Louis Park. Periodically, the City Council appoints a representative to the Discover St.
Louis Park Board (the Saint Louis Park Visitors and Convention Bureau). Historically, this role has been
filled by the City Manager. The proposed appointment to DSLP for 2023 is as follows:
Discover St. Louis Park Board – City Manager Cruikshank
Financial or Budget Considerations
Under City Code, Section 2-43 , the Mayor and Council are paid $50 for each meeting they are directed
or designated to attend, up to a maximum of $150 per month. Where a delegate and alternate are
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appointed, the delegate is eligible for payment for all meetings they attend. The alternate is eligible
for payment for all meetings they attend that the delegate does not attend. The Ordinance requires
the Council to outline the method for approval of meetings by resolution.
Legal Considerations
This item does not require legal review.
Equity Considerations
The City recognizes the historical and present disparities perpetuated by its structures, policies, and
procedures burdened by different communities, particularly within Black, Indigenous and People of
Color communities. The City Council is dedicated to examining practices and frameworks to dismantle
inequity and barriers. While serving as liaisons and delegates to various boards, commissions, and
committees, the Council is mindful to view their assignments through an equity lens. The City Council
provides input to these committees and are aware of the impact their directives can have in
dismantling barriers, providing resources, and enhancing opportunities for all residents and visitors to
the City of Golden Valley.
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Review of Future Draft Agendas
Meeting & Item Info
December 20, 2022 Special Executive Session - 5:00 PM
Site Selection for Future Remote Fire Station
December 20, 2022 City Council Meeting - 6:30 PM
1A - Pledge of Allegiance and Land Acknowledgement
Presentation
Presentation of Bill Hobbs Human Rights Award
Certificate of Appreciation for Outgoing State Representative Ryan Winkler (46A)
New Employee Introductions
Consent - Licenses
Cigarette/Tobacco License Renewals
Therapeutic Massage Facility & Individual Therapist License Renewals
Consent - Boards, Commissions, and Task Forces
Accept Resignation from Planning Commission
Consent - Bid, Quotes, and Contracts
Authorize Subscription Agreement with Cartegraph Systems LLC
Authorize Small Enterprise Agreement with Esri Geographic Information Systems
Approve Amendment to Prosecution Services Agreement
Approve Settlement Agreement in Howard v. City of Golden Valley
Authorize Agreement for the Brookview Bassett Creek Streambank Stabilization (Contractor TBD)
Approve Drainage and Utility Easement at 650 Ottawa Ave
Approve Douglas TH 55 Underpass Easement Agreements for 6401 Westchester Circle
Approve Professional Services Agreement with SEH for Public Improvements Observation at 6300 Olson Memorial Highway
Consent - Grants and Donations
Adopt Resolution Accepting Donation from Crime Prevention Fund for Sponsoring Awards & Promotions Reception
Consent - Miscellaneous
Adopt Resolution Approving 2023 Council Appointments, Assignments and Reimbursements
Set Upcoming Year's City Calendar and Meeting Dates
Approve Employee Handbook Updates
Annual Compensation Grid Update
Adopt Resolution - Acceptance of Ongoing Donations
Approve Interfund Loan for Irrigation System at Brookview Golf Course
Adopt Resolution Approving Corrected Golden Valley Fire Department Relief Association By-Law Pension Amount and Terms of
Pension Steps
Approve No Mow May Initiative
Receive and File Downtown Traffic Study
Public Hearing
2023 PMP Improvement Public Hearing
Approve Ordinance Zoning Text Amendment to Update the Mobile Use Code
Approve Zoning Text Amendment to Update the Official Zoning Map Requirements
Approve Ordinance No. XXX Amendment to CUP No. 163, Surface Lot Storage Of Automobile Inventory
Old Business
New Business
First Consideration of Ordinance for Salt Storage at Commercial Facilities
First Consideration of Ordinance to Update Stormwater Management Chapter 107
Annual compensation grid update
remaining Board and Commision bylaws updates to include term limits
January 3, 2023 City Council Meeting - 6:30 PM
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Meeting & Item Info
1A - Pledge of Allegiance and Land Acknowledgement
Presentation
Certificate of Appreciation for Outgoing Robbinsdale School Board Member Mike Herring
Consent - Licenses
Consent - Boards, Commissions, and Task Forces
Consent - Bid, Quotes, and Contracts
Consent - Grants and Donations
Consent - Miscellaneous
Designation of Depository for City Funds, Resolution
Approval of Use of Credit Cards for Purchases
Adopt Resolution for the Annual Elections of the 2023-2024 Insurance Policy
Designation of Official Newspaper
Public Hearing
Old Business
New Business
Second Consideration of Ordinance for Salt Storage at Commercial Facilities
Second Consideration of Ordinance to Update Stormwater Management Chapter 107
January 10, 2023 City Council Work Session - 6:30 PM
Review Keeping of Goats for Vegetative Management
Council Review of Future Draft Agendas
January 17, 2023 City Council Meeting - 6:30 PM
1A - Pledge of Allegiance and Land Acknowledgement
Presentation
New Employee Introductions
Consent - Licenses
Consent - Boards, Commissions, and Task Forces
Consent - Bid, Quotes, and Contracts
Authorize Agreement Douglas/55 PED Underpass Project with Met Council Environmental Services (MCES)
Authorize Agreement for Medley Park Vegetation Restoration (Contractor TBD)
Approve Engagement Letter - Auditing Services for Fiscal Year 2023
Consent - Grants and Donations
Consent - Miscellaneous
Adopt Resolution in Support of Local Option Sales Tax
Public Hearing
Old Business
New Business
First Consideration to Approve Ordinance to Allow Keeping of Goats for Vegetative Management
January 24, 2023 Annual City Council Goal Setting Session - 5:30 PM
5:30 PM - Dinner
6:00 PM - Annual City Council Goal Setting Session
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