ENVIRONMENTAL ASSESSMENT WORKSHEET Lakes Theatre EAW.pdfpage 4 The current owner of Woodbury Lakes (Ramco Gershenson Properties) is proposing to construct a movie theatre in the area

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July 2013 version

ENVIRONMENTAL ASSESSMENT WORKSHEET This Environmental Assessment Worksheet (EAW) form and EAW Guidelines are available at the

Environmental Quality Board’s website at: http://www.eqb.state.mn.us/EnvRevGuidanceDocuments.htm. The EAW form provides information

about a project that may have the potential for significant environmental effects. The EAW Guidelines

provide additional detail and resources for completing the EAW form.

Cumulative potential effects can either be addressed under each applicable EAW Item, or can be

addresses collectively under EAW Item 19.

Note to reviewers: Comments must be submitted to the RGU during the 30-day comment period

following notice of the EAW in the EQB Monitor. Comments should address the accuracy and

completeness of information, potential impacts that warrant further investigation and the need for an EIS.

1. Project title: Woodbury Lakes Theatre

2. Proposer: Ramco Gershenson Properties 3. RGU

Contact person: Jonathon Bauman Contact person: Sharon Doucette

Title: Vice President of Construction Title: Environmental Resource Coordinator

Address: 31500 Northwestern Highway, Suite 300 Address: 8301 Valley Creek Road

City, State, ZIP: Farmington Hills, MI 48334 City, State, ZIP: Woodbury, MN 55125

Phone: 248-592-6334 Phone: 651.714.3538

Fax: Fax: 651.714.3501

Email: [email protected] Email: [email protected]

4. Reason for EAW Preparation: (check one)

Required: Discretionary:

� EIS Scoping � Citizen petition

� Mandatory EAW x RGU discretion

� Proposer initiated

If EAW or EIS is mandatory give EQB rule category subpart number(s) and name(s):

5. Project Location: County: Washington

City/Township: Woodbury

PLS Location (¼, ¼, Section, Township, Range): NE ¼ of NE ¼ of T28, R21, Section 4

Watershed (81 major watershed scale): Mississippi River Watershed 20

GPS Coordinates: -92.926665, 44.947297

Tax Parcel Number: 0302821220066, 0402821110014, 0402821110010, 0402821110011 (there are

more than 10 PIDs for the Woodbury Lakes property, the 4 listed here are the parcels impacted by the

theatre construction and parking reconfiguration)

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EAW Mapping:

• Figure 1 – Regional Location Map

• Figure 2 – 2004 EAW Full Woodbury Lakes Site Plan

• Figure 3 (sheets a and b) – Existing Conditions and Removals

• Figure 4 (sheets a and b) – Proposed Site Plan

• Figure 5 – Soils

• Figure 6 – Wetlands and Drainage

• Figure 7 – Traffic Analysis Information (Source: Spack Consulting)

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6. Project Description:

a. Provide the brief project summary to be published in the EQB Monitor, (approximately 50

words).

A new movie theatre is proposed in a currently undeveloped portion of the Woodbury Lakes

commercial center. Two restaurants had previously been considered at this location. The theatre

will include approximately 1,000 seats and will include a bar/restaurant area primarily for theatre

patrons. The project also includes enhancements to existing parking areas.

b. Give a complete description of the proposed project and related new construction, including

infrastructure needs. If the project is an expansion include a description of the existing

facility. Emphasize: 1) construction, operation methods and features that will cause

physical manipulation of the environment or will produce wastes, 2) modifications to

existing equipment or industrial processes, 3) significant demolition, removal or remodeling

of existing structures, and 4) timing and duration of construction activities.

In 2004, the City of Woodbury completed an Environment Assessment Worksheet (EAW)

process for the full Woodbury Lakes retail and restaurant development (Woodbury Lakes). The

project covered in the 2004 EAW included an overall site of approximately 58 acres, with

combined retail and restaurant development of 400,000 square feet (ft2). The majority of the

project as proposed in 2004 has been built out. The regional location of Woodbury Lakes is

depicted on Figure 1. The site plan from the 2004 EAW is provided as Figure 2.

There are two areas from the 2004 plan which have not yet been developed. One is the area

originally dedicated to restaurant development (“Pad 3” and “Pad 4” from the 2004 site plan).

These contiguous pad sites have been graded but have remained unpaved and otherwise

unimproved. Their combined area is approximately 0.68 acre. The other remaining undeveloped

site is a pad between Ethan Allen and Thomasville on the east side of the overall Woodbury

Lakes development. That pad site has a maximum development potential of 12,000 ft2. The

existing conditions for the currently proposed project area, as well as proposed removals, are

depicted on Figure 3.

Current building development of the overall Woodbury Lakes center is 371,303 ft2. With the

addition of the proposed theatre, the total Woodbury Lakes building footprint will be increased to

414,138 ft2. Upon full development of the last remaining pad site, which will be consistent with

the original site plan approved by the City in 2004, the fully developed building footprint on the

site will be approximately 426,000 ft2. This compares with the 400,000 ft2 that was envisioned in

the 2004 EAW.

As a result of the proposed theatre size, the original EAW underestimated the total build-out

square footage of the center. As a result of this increased building footprint from the 2004 EAW

and concern for changes in the assumed traffic patterns moving from restaurant uses to the

theatre, the City determined that the changes in this project constituted the need for a new

(updated) EAW under Minnesota Rules 4410.1000 subpart 3A, 4410.4300 subpart 1 and

4410.4300 subpart 14.B.

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The current owner of Woodbury Lakes (Ramco Gershenson Properties) is proposing to construct

a movie theatre in the area once envisioned for restaurant development. This EAW review covers

the following project elements (see Figure 4):

• Construction and operation of the theatre itself

• Reconfigure/add parking

These elements are described below. As the last remaining pad site on the east side of the site

would have been within the 2004 EAW fully developed square footages for the center and will be

a consistent use with the original EAW, the City does not believe any additional review for the

eastern pad site is required now or in the future.

Theatre Site

The proposed theatre building will be approximately 42,835 ft2, and will provide multiple

theater screens and approximately 1,000 seats. The building will include a bar/restaurant and

lounge area that will include a license for beer, wine and spirits. The project will be required

to meet the City’s architectural ordinance requirements. Existing parking directly north, west,

and south of the theatre will be lost because the building footprint is greater than the

undeveloped Pad 3 and 4 area.

The theatre building will tie into existing utility service for Woodbury Lakes, including water

supply and wastewater. These systems were designed with the intention of connection to the

EAW project site and will not need to be upgraded beyond the theatre connections. Further

information will be provided in Item 11 of this EAW. Stormwater run-off from the building

will be routed into the overall drainage system serving Woodbury Lakes. This drainage

system was designed to be able to treat stormwater from the developed theatre site consistent

with applicable regulatory requirements. Some surface infiltration features will be

reconfigured in the north parking lot but the total area will remain the same.

Enhanced Parking The existing theatre on the western side of Woodbury is currently parked at one parking

space per 3.5 theatre seats. The owner is requesting the same parking for the proposed theatre

in their PUD Amendment application. This translates to 270 parking spaces being required

for the proposed treater. The parking spaces mentioned above that will be lost with the

development of the theatre building will be more than replaced with enhanced parking in

“Lot 4" northeast of the theatre as well as on Main Street to support theatre operations (see

Figure 4). Parking in Lot 4 will be reconfigured in a more space-efficient manner such that

the parking rows will have an east-west orientation rather than a north-south orientation. All

Lot 4 pavement will be removed to regrade the area for drainage purposes. In addition,

parking islands will be reconfigured and restriping will be performed as depicted on Figure 4

relative to Figure 3. Main Street parking will be converted from parallel parking to diagonal

parking as depicted on Figure 4. This will involve relocating the curb/sidewalk location to

allow for the necessary depth, as well as restriping and landscaping removal.

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The Main Street parking portion of the project is scheduled to begin construction in spring of

2017, and is anticipated to last approximately four months. The construction of the theatre itself

will begin summer of 2017 and will be complete during 2018. It is intended that Lot 4

reconfiguration will be completed in spring/summer of 2018, after the Main Street angled parking

reconstruction is completed in 2017. In general, there are no unique or remarkable aspects of the

project from a construction perspective; conventional construction methods and controls in

compliance with applicable regulatory requirements will be used. Further information is provided

in the applicable response items below.

c. Project magnitude:

Total Project Acreage 5.95 acres

Linear project length N/A

Number and type of residential units N/A

Commercial building area (in square feet) 42,835 ft2

Industrial building area (in square feet) N/A

Institutional building area (in square feet) N/A

Other uses – grassed/landscaped areas (in

square feet)

10,890 ft2

Other uses – parking, sidewalk (in square

feet)

205,457 ft2

Structure height(s) N/A

d. Explain the project purpose; if the project will be carried out by a governmental unit,

explain the need for the project and identify its beneficiaries.

This is a commercial development.

e. Are future stages of this development including development on any other property planned or likely to happen? � Yes X No

If yes, briefly describe future stages, relationship to present project, timeline and plans for

environmental review.

f. Is this project a subsequent stage of an earlier project? X Yes � No

The proposed project is part of the overall Woodbury Lakes commercial development. An EAW

was completed for the full 58-acre Woodbury Lakes development in 2004 and the majority of it

has been built out. The 2004 EAW envisioned two restaurants in the location of the currently

proposed theatre.

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7. Cover types: Estimate the acreage of the site with each of the following cover types before and

after development:

Before After Before After

Wetlands 0 0 Lawn/landscaping 0.37 0.25

Deep

water/streams

0 0 Impervious

surface

4.9 5.7

Wooded/forest 0 0 Stormwater Pond

Brush/Grassland 0 0 Other

(undeveloped/un-

paved pad)

0.68 0

Cropland 0 0

TOTAL 5.95 5.95

8. Permits and approvals required: List all known local, state and federal permits, approvals,

certifications and financial assistance for the project. Include modifications of any existing

permits, governmental review of plans and all direct and indirect forms of public financial

assistance including bond guarantees, Tax Increment Financing and infrastructure. All of these

final decisions are prohibited until all appropriate environmental review has been completed. See

Minnesota Rules, Chapter 4410.3100.

Unit of Government Type of Approval or Permit Status

State of Minnesota

Minnesota Pollution Control

Agency

National Pollution Discharge

Elimination System (NPDES)

Construction Stormwater

Permit

Pre-construction

Department of Labor Plumbing – Interior and

Exterior

Pre-construction

Regional

South Washington

Watershed District

Review for compliance with

SWWD rules

Pre-construction

Local

City of Woodbury EAW In process

City of Woodbury Development Approvals

including stormwater

management, amended PUD,

CUP and final plat

In process

City of Woodbury Land Disturbance Permit Pre-construction

City of Woodbury Building Permits Pre-construction

City of Woodbury Fire Department Fuel Storage

Tank Approval (for fuel tank[s]

for emergency generator)

Pre-occupancy

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Cumulative potential effects may be considered and addressed in response to individual EAW Item

Nos. 9-18, or the RGU can address all cumulative potential effects in response to EAW Item No. 19.

If addressing cumulative effect under individual items, make sure to include information requested

in EAW Item No. 19

9. Land use:

a. Describe:

i. Existing land use of the site as well as areas adjacent to and near the site, including

parks, trails, prime or unique farmlands.

The current land use of the site is undeveloped land plus commercial parking. The site is

part of the 58-acre Woodbury Lakes commercial development, most of which has been

built out. Adjacent land uses include residential development across Hudson Road to the

south, I-94 to the north, City Place (a mixed use development under construction) to the

west, and a City water tower and commercial uses to the east. There is a paved multi-use

off-street trail along the south side of Hudson Road. There are no parks or prime or unique

farmlands on or adjacent to the project area.

ii. Plans. Describe planned land use as identified in comprehensive plan (if available)

and any other applicable plan for land use, water, or resources management by a

local, regional, state, or federal agency.

In the current (2030) Woodbury Comprehensive Plan, the project area is guided as “Places

to Shop.” Although a movie theatre is not a retail land use, it is consistent with and

complements the shopping activities which take place in the full Woodbury Lakes

development.

The proposed project is consistent with guidance and policies as defined in the Surface

Water Management chapter of the Woodbury Comprehensive Plan and will comply with

applicable local, state, and federal regulatory requirements. This includes the rules of South

Washington Watershed District (SWWD).

iii. Zoning, including special districts or overlays such as shoreland, floodplain, wild and

scenic rivers, critical area, agricultural preserves, etc.

The project area is zoned B-3, “Planned Shopping Center District;” movie theatres are

allowed in this district as a conditional use. The original Planned Use Development (PUD)

and Conditional Use Permit (CUP) approvals for the full Woodbury Lakes development are

dated June 23, 2004. The proposed project will not require zoning changes. Zoning-related

approvals will be part of the PUD and CUP amendment procedures.

b. Discuss the project’s compatibility with nearby land uses, zoning, and plans listed in Item

9a above, concentrating on implications for environmental effects.

The project is fully compatible with nearby land uses and plans and complies with zoning

requirements. The proposed movie theatre is similar to the restaurant development as envisioned

for the project location in the 2004 EAW in that it complements the primary activity of

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Woodbury Lakes, retail shopping. As will be further addressed in items below, the proposed

theatre is not anticipated to create adverse impacts relative to other land uses in the area.

c. Identify measures incorporated into the proposed project to mitigate any potential

incompatibility as discussed in Item 9b above.

The project will comply with all applicable regulatory requirements as summarized in Item 8 and

further discussed in other sections such as Item 11 (Water Resources). Beyond this, the need for

special mitigation measures is not anticipated.

10. Geology, soils and topography/land forms:

a. Geology - Describe the geology underlying the project area and identify and map any

susceptible geologic features such as sinkholes, shallow limestone formations,

unconfined/shallow aquifers, or karst conditions. Discuss any limitations of these features

for the project and any effects the project could have on these features. Identify any project designs or mitigation measures to address effects to geologic features.

As identified in the 2004 EAW, there are no known susceptible geologic features in the project

area such as karst conditions. The most recent Washington County Geologic Atlas shows that the

project area is split between the Shakopee formation and the St. Peter Sandstone as the first

encountered bedrock unit at a depth between 51 and 150 feet. Due to the nature of the proposed

project and the depth to bedrock, it poses little threat of groundwater contamination. The potential

for groundwater impacts would be no greater than the restaurant land use envisioned in the 2004

EAW.

b. Soils and topography - Describe the soils on the site, giving NRCS (SCS) classifications and

descriptions, including limitations of soils. Describe topography, any special site conditions

relating to erosion potential, soil stability or other soils limitations, such as steep slopes,

highly permeable soils. Provide estimated volume and acreage of soil excavation and/or

grading. Discuss impacts from project activities (distinguish between construction and

operational activities) related to soils and topography. Identify measures during and after

project construction to address soil limitations including stabilization, soil corrections or

other measures. Erosion/sedimentation control related to stormwater runoff should be

addressed in response to Item 11.b.ii.

Based on National Resources Conservation Service (NRCS) information, native soils in the

project location in include the following (see Figure 5):

Soil Unit Symbol Soils Unit Name Hydrologic Group

49B Antigo silt loam, 2-6% slopes B

153C Santiago silt loam, 6-15% slopes B

504C Duluth silt loam, 6-12% slopes C

504D Duluth silt loam, 12-25% slopes C

These soils have a moderate to slow infiltration rate and corresponding potential for erosion

losses.

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Most of the project area has already been paved with surface parking and/or roadway curb and

sidewalk. The only unimproved area is the 0.68 acre Pad 3 and 4 location as identified in the 2004

EAW. The project area is flat. The types of disturbance associated with the project include

removal of existing pavements to accommodate the size of the theatre structure, construction of

the theatre structure and surrounding features such as sidewalks, removal and replacement of all

existing Lot 4 pavement to allow regrading for drainage, reconfiguration of Lot 4 grassed curb

islands to allow parking reconfiguration, and reconstructing the curb and sidewalk areas along

Main Street to allow diagonal parking.

Soil conditions will not represent a notable or unusual challenge regarding the construction and

operation of the proposed project. Please refer to Item 11.b.ii for measures that will be deployed

to limit the potential for erosion during construction.

11. Water resources:

a. Describe surface water and groundwater features on or near the site in a.i. and a.ii. below. i. Surface water - lakes, streams, wetlands, intermittent channels, and county/judicial

ditches. Include any special designations such as public waters, trout stream/lake,

wildlife lakes, migratory waterfowl feeding/resting lake, and outstanding resource value

water. Include water quality impairments or special designations listed on the current

MPCA 303d Impaired Waters List that are within 1 mile of the project. Include DNR

Public Waters Inventory number(s), if any.

There are no lakes, streams, wetlands, intermittent channels, or county/judicial ditches on the

project site. As part of the 2004 EAW and original project approvals, a wetland delineation

consistent with applicable regulatory requirements was performed. The wetlands identified as

part of that process are depicted on Figure 6. None of these wetland areas are within the

limits of the currently proposed theatre and parking project. The Wetland Conservation Act

approvals from 2004 (dated after the completion of the EAW) show that the LGU (the City of

Woodbury at the time) received and approved an exemption request for the area identified as

Wetland 3. The exemption request stated “wet ditch 3. . . is a small ditch . . . this area has a

road to the north and garden center driveway/parking to the south. The ditch is exempt under

the WCA since it was created via excavation for roadway drainage. Soil survey identifies

non-hydric Santiago Silt Loam soils in this area.”

As discussed previously, the only unpaved, unimproved portion of the theater project area is

the 0.68 acre Pad 3 and 4 area from the 2004 EAW. Based on review of wetland information

in the 2004 EAW, as well as historical imagery, and National Wetlands Inventory

information, the City believes that no wetland conditions exist in this undeveloped area.

Relevant information is provided in Attachment A.

As depicted on Figure 6, the channel of an intermittent creek (from Armstrong Lake to

Wilmes Lake) is subject to DNR jurisdiction as a Public Water Watercourse (“DNR

channel”) and runs west and south of the project area. This channel drains to the south,

ultimately to Wilmes Lake approximately ¾ mile south-southeast of the project area. Wilmes

Lake is also under the jurisdiction of the DNR (Public Water Inventory basin #82-90W). It

has been designated by the Minnesota Pollution Control Agency as an Impaired Water based

on nutrient/eutrophication biological indicators (EPA Category 5, aquatic recreation

affected). There are no other impaired waters within a mile of the project area.

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ii. Groundwater – aquifers, springs, seeps. Include: 1) depth to groundwater; 2) if project

is within a MDH wellhead protection area; 3) identification of any onsite and/or nearby

wells, including unique numbers and well logs if available. If there are no wells known

on site or nearby, explain the methodology used to determine this.

Based on Minnesota Geological Survey information, the estimated depth to groundwater

ranges from 0 to 40 feet in the project area. The project is within the Woodbury Central

Wellhead Protection area. Most of the project area has been previously developed (parking,

roadway/curb, sidewalk). The project area (0.68 acres) does not have any wells. The

Minnesota Department of Health database identifies one water supply well (unique well

number 138936, “Seefert Nursery”) in a location that would be underneath Woodbury Lakes

Road, approximately 150 feet north of Main Street within the overall Woodbury Lakes

development. The 2004 EAW indicated that there was a private well at the northwest corner

of a nursery office building at 9050 Hudson Road and that this and other wells on the 58 acre

site would need to be sealed in accordance with Minnesota Rules Chapter 4725 and local

regulatory requirements. Presumably this was well 138936. It is assumed that well 138936

was sealed prior to construction of the overall Woodbury Lakes development. No evidence of

a well at this location exists today.

b. Describe effects from project activities on water resources and measures to minimize or

mitigate the effects in Item b.i. through Item b.iv. below.

i. Wastewater - For each of the following, describe the sources, quantities and

composition of all sanitary, municipal/domestic and industrial wastewater produced

or treated at the site.

1) If the wastewater discharge is to a publicly owned treatment facility, identify

any pretreatment measures and the ability of the facility to handle the added

water and waste loadings, including any effects on, or required expansion of,

municipal wastewater infrastructure.

2) If the wastewater discharge is to a subsurface sewage treatment systems (SSTS),

describe the system used, the design flow, and suitability of site conditions for

such a system.

3) If the wastewater discharge is to surface water, identify the wastewater

treatment methods and identify discharge points and proposed effluent

limitations to mitigate impacts. Discuss any effects to surface or groundwater

from wastewater discharges.

Wastewater from the overall Woodbury Lakes development is currently directed to a 12”

City trunk line along the west side of the DNR channel west of the project area. From

here, wastewater is routed south through a combination of City of Woodbury and

Metropolitan Council Environmental Services (MCES) sanitary sewer pipes to the Eagles

Point wastewater treatment plant located in Cottage Grove. This plant has capacity to

treat 10 million gallons of wastewater per day. The 2004 Woodbury Lakes EAW

estimated that the full development would generate between 70,000 and 96,000 gallons of

wastewater per day requiring treatment and identified that it would have a composition

typical of domestic wastewater.

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Based on an assumed wastewater generation rate of 3 gallons per seat1, the proposed

theatre operations will generate approximately 2,800 gallons of wastewater per day, and

it is assumed that the bar/restaurant will approximately double this amount. The

wastewater will be typical of domestic wastewater. The project will be connected to the

existing sanitary conveyance system serving the Woodbury Lakes development. The City

has determined that this system has the capacity to handle the flows associated with the

proposed theatre project. The Eagles Point wastewater treatment facility also has

sufficient capacity to process this flow.

ii. Stormwater - Describe the quantity and quality of stormwater runoff at the site

prior to and post construction. Include the routes and receiving water bodies for

runoff from the site (major downstream water bodies as well as the immediate

receiving waters). Discuss any environmental effects from stormwater discharges.

Describe stormwater pollution prevention plans including temporary and

permanent runoff controls and potential BMP site locations to manage or treat

stormwater runoff. Identify specific erosion control, sedimentation control or

stabilization measures to address soil limitations during and after project

construction.

The proposed project will increase impervious surfaces by 0.8 acre over existing

conditions. This is primarily due to the construction of the theater building on top of the

currently unimproved Pad 3 and 4 areas (as identified in the 2004 EAW). This is a small

percentage of the impervious surfaces that currently drain to the overall Woodbury Lakes

stormwater management system.

Drainage from the overall 58-acre Woodbury Lakes development currently flows to

several small surface infiltration features and multiple large underground infiltration

treatment systems that were constructed as part of the initial project. The drainage

originating in the project area goes through this infiltration and is then discharged to the

wetland/floodplain area to the west (see Figure 6). Drainage then flows through the

DNR channel culvert under Hudson Road. From this point, the DNR channel flows south

to Wilmes Lake through a large wetland complex and smaller, constructed stormwater

features.

Most of the additional impervious surface from the proposed project will be roof drainage

from the theatre building. The composition of the additional stormwater flow from the

proposed theatre project will be comparable to the existing composition of general

Woodbury Lakes stormwater. The City has determined that the existing overall

Woodbury Lakes stormwater management system has sufficient capacity to manage the

additional flows from the proposed project in terms of water quality, as well as volume

and rate control. The overall stormwater management system was designed and sized

with the assumption that the Pad 3 and 4 areas would ultimately be developed. The

project will need to comply with the South Washington Watershed District’s extended

detention requirements as defined in its 96 hour delay policy for projects that drain to

Wilmes Lake.

1 Wastewater Engineering Treatment and Reuse, Fourth Edition, Metcalf & Eddy, Inc.

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Because the project will disturb more than one acre, a National Pollutant Discharge

Elimination System (NPDES) construction permit will be required for the project. As part

of this permit, a Stormwater Pollution Prevention Plan (SWPPP) will be generated. The

SWPPP will identify best management practices (BMPs) which will be used during

construction activities to limit the potential for stormwater impacts. The project will also

need to comply with City of Woodbury requirements associated with grading plan

approval. The construction-related BMPs for the proposed project will include, but not be

limited to, the following:

• Site perimeter silt fencing or similar sediment control

• Gravel entrances at field access points

• Inlet protection with fabric or other means

• Silt fencing or similar sediment control surrounding all temporary inactive

stockpiles

• Construction work phasing to minimize the duration that any disturbed soil is

exposed

• Temporary protection or permanent cover over exposed soil areas if not being

actively graded or at permanent grades within seven days of disturbance activity

temporarily or permanently ceasing

iii. Water appropriation - Describe if the project proposes to appropriate surface or

groundwater (including dewatering). Describe the source, quantity, duration, use

and purpose of the water use and if a DNR water appropriation permit is required.

Describe any well abandonment. If connecting to an existing municipal water

supply, identify the wells to be used as a water source and any effects on, or

required expansion of, municipal water infrastructure. Discuss environmental

effects from water appropriation, including an assessment of the water resources

available for appropriation. Identify any measures to avoid, minimize, or mitigate

environmental effects from the water appropriation.

The project will not require dewatering during construction activities. Once constructed,

the estimated water use for the proposed theatre would equal to or slightly greater than

the estimated wastewater volume of 5,600 gallons per day (see Item 11.b.i). The theatre

will be connected to the existing water supply system serving the overall Woodbury

Lakes center. This system uses City of Woodbury water. The source of the City’s water

supply system is the Jordan Sandstone Aquifer. This source is accessed through a

network of City wells. The water demand associated with the proposed theatre can

readily be accommodated by the Woodbury Lakes distribution system in place with

necessary connections. This demand will not have discernable impacts on the City’s

overall water supply system for the area.

Woodbury, being a city that is part of the North and East Metro Groundwater

Management Area (GWMA), accepts that current use patterns of groundwater may not be

sustainable under current and future use conditions and recognizes that modifications to

future groundwater appropriations is a possibility. Water supply is a regional issue and

the City recognizes it has a substantial stake in the proper management of groundwater

resources. The City has begun implementation of a suite of initiatives that will reduce its

demand.

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Although the City has been and will continue to initiate steps to reduce its overall water

use while working collaboratively with all stakeholders in the GWMA, it is important to

note that sustainable groundwater conversations should not only focus on municipal

water supply systems. There are non-municipal systems in Washington County and the

GWMA that use substantial amounts of water from the same aquifer. It is suggested that

to address long-term supply issues there needs to be: 1) a broad approach to conservation

and implementation of design steps as communities adapt to the new reality of this

limited resource; 2) consider crop irrigation in and near the metro, and balance its water

use and aquifer impact with human benefit and the potential for growth; 3) consider the

impact private supply wells have on the aquifers and their growth in adjacent

communities without municipal systems and; 4) consider unique situations such as the

Woodbury 3M landfill that extracts 3 to 5 million gallons of groundwater a day to be

used as non-contact cooling water, treated and discharged to the Mississippi River.

iv. Surface Waters

a) Wetlands - Describe any anticipated physical effects or alterations to wetland

features such as draining, filling, permanent inundation, dredging and

vegetative removal. Discuss direct and indirect environmental effects from

physical modification of wetlands, including the anticipated effects that any

proposed wetland alterations may have to the host watershed. Identify

measures to avoid (e.g., available alternatives that were considered), minimize,

or mitigate environmental effects to wetlands. Discuss whether any required

compensatory wetland mitigation for unavoidable wetland impacts will occur in

the same minor or major watershed, and identify those probable locations.

The project will not result in wetland impacts. Please refer to information provided in

Item 11.a.1.

b) Other surface waters- Describe any anticipated physical effects or alterations to

surface water features (lakes, streams, ponds, intermittent channels,

county/judicial ditches) such as draining, filling, permanent inundation,

dredging, diking, stream diversion, impoundment, aquatic plant removal and

riparian alteration. Discuss direct and indirect environmental effects from

physical modification of water features. Identify measures to avoid, minimize, or

mitigate environmental effects to surface water features, including in-water Best

Management Practices that are proposed to avoid or minimize

turbidity/sedimentation while physically altering the water features. Discuss

how the project will change the number or type of watercraft on any water

body, including current and projected watercraft usage.

The proposed project will not result in physical effects or alterations to other surface

waters.

12. Contamination/Hazardous Materials/Wastes:

a. Pre-project site conditions - Describe existing contamination or potential environmental

hazards on or in close proximity to the project site such as soil or ground water

contamination, abandoned dumps, closed landfills, existing or abandoned storage tanks,

and hazardous liquid or gas pipelines. Discuss any potential environmental effects from pre-

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project site conditions that would be caused or exacerbated by project construction and

operation. Identify measures to avoid, minimize or mitigate adverse effects from existing

contamination or potential environmental hazards. Include development of a Contingency

Plan or Response Action Plan.

When the overall 58-acre Woodbury Lakes project was developed in the early 2000s, Phase I and,

where necessary, Phase II Environmental Site Assessments were performed to evaluate the

potential for existing contamination or other environmental hazards. The issues identified through

these investigations were summarized in Table 2 (“Environmental Concerns Identified in ESAs”)

of the 2004 EAW. It is provided as Attachment B to this EAW. All of the issues identified were

addressed in compliance with applicable regulatory requirements to allow construction of the

development. There have been no known spills or other potential sources of notable

environmental contamination in the proposed project area since the overall Woodbury Lakes

project was built. A review of the Minnesota Pollution Control Agency’s “What’s In My

Neighborhood” database website shows no sites of concern on or near the proposed project area.

b. Project related generation/storage of solid wastes - Describe solid wastes generated/stored

during construction and/or operation of the project. Indicate method of disposal. Discuss

potential environmental effects from solid waste handling, storage and disposal. Identify

measures to avoid, minimize or mitigate adverse effects from the generation/storage of solid

waste including source reduction and recycling.

The 2004 EAW estimated that the full Woodbury Lakes development would create approximately

4,000 pounds of mixed solid waste per day. This assumed the development of two restaurants

where the theatre is currently planned. The replacement of the restaurants with the theatre will not

substantially change the volume of the waste stream of the overall Woodbury Lakes development.

The composition would have a somewhat smaller percentage of organics relative to restaurant

waste. The theatre will comply with applicable state and local solid waste and recycling

requirements and all recycling and solid waste disposal will be removed from the site by a City of

Woodbury licensed hauler.

c. Project related use/storage of hazardous materials - Describe chemicals/hazardous

materials used/stored during construction and/or operation of the project including method

of storage. Indicate the number, location and size of any above or below ground tanks to

store petroleum or other materials. Discuss potential environmental effects from accidental

spill or release of hazardous materials. Identify measures to avoid, minimize or mitigate

adverse effects from the use/storage of chemicals/hazardous materials including source

reduction and recycling. Include development of a spill prevention plan.

Construction materials and chemicals will be typical for this type of project. They will be stored

in accordance with requirements established in the Stormwater Pollution Prevention Plan

(SWPPP) which will be prepared for the project in accordance with NPDES requirements. The

operation of the theatre will not require the storage of hazardous materials.

d. Project related generation/storage of hazardous wastes - Describe hazardous wastes

generated/stored during construction and/or operation of the project. Indicate method of

disposal. Discuss potential environmental effects from hazardous waste handling, storage,

page 15

and disposal. Identify measures to avoid, minimize or mitigate adverse effects from the

generation/storage of hazardous waste including source reduction and recycling.

The proposed project will not generate hazardous wastes.

13. Fish, wildlife, plant communities, and sensitive ecological resources (rare features):

a. Describe fish and wildlife resources as well as habitats and vegetation on or in near the site.

Most of the overall project area is paved and therefore does not provide natural habitat. The Pad 3 and

4 area as defined in the 2004 EAW is currently undeveloped. However, it is small (0.68 acre), and has

been graded as part of the overall Woodbury Lakes development. It is surrounded by paved areas. It

does not provide notable natural habitat.

b. Describe rare features such as state-listed (endangered, threatened or special concern) species,

native plant communities, Minnesota County Biological Survey Sites of Biodiversity

Significance, and other sensitive ecological resources on or within close proximity to the site.

Provide the license agreement number (LA-____) and/or correspondence number (ERDB

_____________) from which the data were obtained and attach the Natural Heritage letter from

the DNR. Indicate if any additional habitat or species survey work has been conducted within

the site and describe the results.

A letter was sent to the DNR to request a Natural Heritage Information System (NHIS) review for the

theatre project. In a response letter provided as Attachment C, DNR staff identified there are no

known occurrences of rare species or other significant natural features within the one-mile search area

for the theatre project.

c. Discuss how the identified fish, wildlife, plant communities, rare features and ecosystems may

be affected by the project. Include a discussion on introduction and spread of invasive species

from the project construction and operation. Separately discuss effects to known threatened

and endangered species.

Due to the nature of the proposed project in a previously developed area, it is unlikely to lead to a

problematic spread of invasive species.

The project has the potential to impact the northern long-eared bat due to tree removal. In the theatre

portion of the proposed project, 18 ornamental trees will be removed from the parking areas

surrounding the proposed theatre footprint. They will be replaced by 19 trees. In the Lot 4 portion of

the project, 18 ornamental trees will be removed and will be replaced with seven trees. In the Main

Street portion of the project, 17 ornamental trees will be removed without replacement to provide

extra parking depth for diagonal parking.

The US Fish and Wildlife Service (USFWS) issued a Final Rule and Programmatic Biological

Opinion (effective February 16, 2016) pursuant to their authority under Section 4(d) of the

Endangered Species Act. Per USFWS guidance supporting the Final Rule referenced above, the

project does not require further evaluation, regulatory coordination, or mitigation regarding northern

long-eared bats due to the following factors:

page 16

• Project will represent an “incidental take” of trees (i.e. removal is required for achieving a

separate objective – theatre and parking improvements)

• The project is greater than 150 feet from a known occupied maternity roost tree, and greater

than 0.25 mile from a hibernaculum (see DNR information, Attachment C)

d. Identify measures that will be taken to avoid, minimize, or mitigate adverse effects to fish,

wildlife, plant communities, and sensitive ecological resources.

The project as proposed is not anticipated to adversely impact fish, wildlife, plant communities,

or sensitive ecological resources. The project will comply with applicable regulatory

requirements for environmental control.

14. Historic properties:

Describe any historic structures, archeological sites, and/or traditional cultural properties on or

in close proximity to the site. Include: 1) historic designations, 2) known artifact areas, and 3)

architectural features. Attach letter received from the State Historic Preservation Office

(SHPO). Discuss any anticipated effects to historic properties during project construction and

operation. Identify measures that will be taken to avoid, minimize, or mitigate adverse effects

to historic properties.

The 2004 EAW identified that there were no archaeological, historical, or architectural resources on

or in proximity to the full 58-acre Woodbury Lakes development. The published EAW was reviewed

by the State Historic Preservation Office (SHPO) pursuant to responsibilities given to the Minnesota

Historical Society by the Minnesota Historic Sites Act and the Minnesota Field Archaeology Act, and

through the process outlined in Minnesota Rules 4410.1600. In a letter dated April 15, 2004 (provided

as Attachment D) responding to the published EAW, SHPO concurred with the historic properties

conclusions in the EAW as referenced above.

15. Visual:

Describe any scenic views or vistas on or near the project site. Describe any project related

visual effects such as vapor plumes or glare from intense lights. Discuss the potential visual

effects from the project. Identify any measures to avoid, minimize, or mitigate visual effects.

As identified in the 2004 EAW, there are no scenic views or vistas on or in proximity to the full

Woodbury Lakes development. This is true also of the proposed theatre site. The lighting associated

with the theatre project will be consistent with lighting for the full Woodbury Lakes development,

and will be typical of movie theaters throughout the metro area. The proposed project will not include

visual effects such as vapor plumes or glare from intense lights.

16. Air:

a. Stationary source emissions - Describe the type, sources, quantities and compositions of any

emissions from stationary sources such as boilers or exhaust stacks. Include any hazardous

air pollutants, criteria pollutants, and any greenhouse gases. Discuss effects to air quality

including any sensitive receptors, human health or applicable regulatory criteria. Include a

discussion of any methods used assess the project’s effect on air quality and the results of

that assessment. Identify pollution control equipment and other measures that will be taken

to avoid, minimize, or mitigate adverse effects from stationary source emissions.

page 17

The theatre will use conventional natural gas space heating and hot water heating. Adverse air

quality impacts are not anticipated. No air quality permit will be required.

b. Vehicle emissions - Describe the effect of the project’s traffic generation on air emissions.

Discuss the project’s vehicle-related emissions effect on air quality. Identify measures (e.g.

traffic operational improvements, diesel idling minimization plan) that will be taken to

minimize or mitigate vehicle-related emissions.

As identified in the 2004 EAW, Carbon Monoxide (CO) is the traffic-related pollutant of most

concern in the Twin Cities. The 2004 EAW determined the following using procedures consistent

with MPCA guidance:

• The intersection affected by the full Woodbury Lakes development with the most post-

build delay was the East Hudson Road/Commons Drive/West State Farm Entrance

intersection.

• Modeled post-build CO levels at receptors in the vicinity of this intersection were far

below applicable state and federal standards (Table 10 from the 2004 EAW, provided as

Attachment E).

The 2004 EAW assumed the full Woodbury Lakes development including restaurant

development in the Pad 3 and 4 area. As discussed in Item 18 (Transportation) of this EAW, the

proposed theatre project will generate slightly more overall trips than the originally envisioned

restaurants would have. This increase, relative to all traffic in the study area, would not affect the

findings of the referenced 2004 EAW air quality analysis.

c. Dust and odors - Describe sources, characteristics, duration, quantities, and intensity of

dust and odors generated during project construction and operation. (Fugitive dust may be

discussed under item 16a). Discuss the effect of dust and odors in the vicinity of the project

including nearby sensitive receptors and quality of life. Identify measures that will be taken

to minimize or mitigate the effects of dust and odors.

During construction, dust emissions will temporarily increase due to disturbance of paved and

unpaved surfaces. In addition, the exhaust from construction equipment will elevate odor levels in

the direct vicinity of construction activities. However, the work will be temporary in nature and

typical of this type of construction project; adverse impacts to receptors are not anticipated. Dust

generated during construction will be minimized through standard dust control measures such as

watering. The closest residential receptors to the construction activities will be approximately

1,200 feet to the south-southeast.

Once constructed, the theatre project will not generate dust and odors.

17. Noise

Describe sources, characteristics, duration, quantities, and intensity of noise generated during

project construction and operation. Discuss the effect of noise in the vicinity of the project

including 1) existing noise levels/sources in the area, 2) nearby sensitive receptors, 3)

conformance to state noise standards, and 4) quality of life. Identify measures that will be taken

to minimize or mitigate the effects of noise.

page 18

Typical construction noise will be generated during project construction. Noise levels in the project

area will vary depending on the type of equipment in use, the location of the equipment on the

construction site, and the operating mode. Working equipment may be congregated in a specific area

or spread out over a larger area. For these reasons, the construction equipment noise effects on a

single receiver point will vary both day-to-day and hour-to-hour. Project construction activities will

also lead to temporarily elevated truck traffic on Hudson Road, which is approximately 50 feet north

of adjacent residences to the south.

Once constructed, the project will not generate notably elevated noise levels relative to existing

conditions.

Existing noise levels in the project area are relatively low due to surrounding land uses (commercial,

residential, and freeway (audible only at low levels at Woodbury Lakes). The closest residential

receptors to site construction activities are approximately 1,200 feet to the east-southeast, on the south

side of Hudson Road. Construction-related noise will be temporary, typical to this type of project, and

is not anticipated to adversely impact quality of life. In accordance with City ordinances, construction

activities will not be allowed between 10:00 p.m. and 6:00 a.m. Generally, construction activities

involving earthmoving equipment only occur during daylight hours. Contractors will be required to

ensure that equipment has been properly maintained and fitted with mufflers and other noise controls

as specified by the manufacturer.

18. Transportation

a. Describe traffic-related aspects of project construction and operation. Include: 1) existing

and proposed additional parking spaces, 2) estimated total average daily traffic generated,

3) estimated maximum peak hour traffic generated and time of occurrence, 4) indicate

source of trip generation rates used in the estimates, and 5) availability of transit and/or

other alternative transportation modes.

Parking

The theatre project is part of a larger development and parking is shared between businesses.

Based on the anticipated amended PUD requirements, the proposed theatre project will be parked

at a rate of one parking space per 3.5 movie theatre seats. With 946 seats, this equates to 271

spaces. For the three project areas, the current vs. proposed number of parking spaces is

summarized below:

Area Current Spaces Proposed Change

Theatre (within

project limits)

171 86 -85

Lot 4 181 231 +50

Main Street 58 117 +59

Total 410 434 +24

Thus, the parking lost in the theatre area will be more than made up in the Lot 4 and Main Street

areas. When factoring in all parking serving this portion of the Woodbury Lakes development

relative to the theatre and other commercial parking needs, the parking enhancements to Lot 4

and Main Street will meet City requirements.

page 19

Traffic Generation

As part of the theatre development process, the City of Woodbury commissioned Traffic Impact

Study – Woodbury Lakes Theatre Addition (Spack Consulting, March, 2017). The full Traffic

Impact Study (TIS) is provided as Attachment F to this EAW. The primary purpose of the

Traffic Impact Study (TIS) was to analyze the effect of the proposed movie theatre project on the

existing roadway network and to identify improvements which would be required with the theatre

being developed (build alternative). Based on existing traffic levels on surrounding roadways, the

TIS evaluated two peak travel times: a Friday peak travel hour (4:15 to 5:15 p.m.) and a Saturday

peak travel hour (2:00 to 3:00 p.m.). Using Institute for Transportation Engineers (ITE) trip

generation rates along with traffic engineering assumptions to account for this specific project,2

the TIS provides the following trip generation estimates:

Average weekday: 1,974 trips

Friday peak hour: 154 trips

Saturday peak hour: 467 trips

Transit

There currently is no scheduled transit service to the project area. The closest transit stop is the

Metro Transit park and ride lot at the Guardian Angels Catholic Church parking lot which is

directly west of the northwest quadrant of the I-94/Radio Drive interchange. This lot is served by

Express Route 375 with service to downtown Minneapolis. Those wishing to access the proposed

theatre site could use the Metropolitan Council’s Transit Link (formerly Dial-A-Ride). This is a

curb-to-curb minibus or van service that operates on weekdays throughout the seven-county area.

b. Discuss the effect on traffic congestion on affected roads and describe any traffic

improvements necessary. The analysis must discuss the project’s impact on the regional

transportation system. If the peak hour traffic generated exceeds 250 vehicles or the total

daily trips exceeds 2,500, a traffic impact study must be prepared as part of the EAW. Use the

format and procedures described in the Minnesota Department of Transportation’s Access

Management Manual, Chapter 5 (available at:

http://www.dot.state.mn.us/accessmanagement/resources.html) or a similar local guidance.

Identified on Figure 7, the TIS analyzed the following intersections:

• Hudson Road & Woodbury Lakes Road/Pendryn Hill Curve

• Hudson Road & Troon Court

• Hudson Road & Turnberry Alcove

• Hudson Road & Woodbury Lakes East Access

• Woodbury Lakes Road & Site Access 1

• Woodbury Lakes Road & Site Access 2

The TIS accounted for surrounding traffic conditions and trends. Most notably, this includes the

anticipated full buildout of the City Place development to the west of the proposed theatre site by

2018. All of the luxury apartments within that development were assumed to be occupied in

2 Please refer to Section 3.a of the Spack Traffic Impact Study provided in Attachment F for further information.

page 20

2018, as well as approximately 59 percent occupancy of office and other land uses within City

Place.

The TIS identifies that the existing Woodbury Lakes development is experiencing roughly 50

percent of the original trip generation estimates from the analysis which supported the roadway

design. In addition, the proposed theatre development would only increase traffic generation by

approximately 15 percent relative to the originally planned two restaurants in the Pad 4 and 5

area.

Level of Service (LOS) is a traffic engineering measurement system of how a roadway segment

or intersection performs, or is expected to perform in the future, based on amounts of delay.

Results range from LOS A, which is free-flowing with no delay, to LOS F, where traffic volumes

exceed the roadway/intersection design capacity and excessive delay takes place. The LOS D/E

boundary of 55 seconds of delay per vehicle is considered the threshold of acceptable vs.

unacceptable congestion in the Twin Cities metro area.

There is only one traffic signal controlled intersection in the study area, Hudson Road at

Woodbury Lakes Road. The TIS found that this intersection will operate at LOS B during both

the Friday peak hour and Saturday peak hour under the 2018 build scenario. Levels of delay were

projected to be approximately 14 seconds during the Friday peak hour, and approximately 20

seconds during the Saturday peak hour. Both of these figures are well below 55 seconds threshold

referenced above.

The TIS also evaluated queue lengths at all of the study intersections. Queues are the lines of cars

backed up as they wait to proceed through an intersection. The 95th percentile queue lengths (the

length of vehicle stacking exceeded only 5% of the time) were used in the analysis to control for

outlier or extreme conditions. The TIS identifies that, under the 2018 build scenario, southbound

queues at the Hudson Road/Woodbury Lakes Road intersection reach 11 vehicles (just reaching

the Woodbury Lakes Drive/Site Access 2 intersection to the north) during the Saturday peak

hour. The TIS concluded that this queue length would not raise concerns because of infrequent

occurrence and relatively low impact on other intersections.

LOS analysis is generally not performed on two-way stop controlled intersections (where only the

side streets are controlled with stop signs) because the main street is generally free-flowing due to

no traffic control, and delay may not be a meaningful measurement for the overall intersection.

For the Woodbury Lakes TIS, study intersections without a traffic signal were analyzed to project

anticipated queueing on the side street. Queues longer than five vehicles were considered

problematic.

The two-way stop controlled intersection analysis in the TIS showed acceptable operations at all

non-signalized intersections in the study area except the Woodbury Lakes/Site Access 2

intersection. This is a three-legged intersection with the stop control on the eastbound and

southbound legs. This intersection is currently experiencing queueing close to or just above the

preferred five vehicle queue length for the southbound direction. Under the 2018 build scenario,

the southbound queue grows to over twenty vehicles during the Saturday peak hour, causing this

this movement to break down, and requiring mitigation.

page 21

c. Identify measures that will be taken to minimize or mitigate project related transportation

effects.

The excessive queueing on the southbound leg of the Woodbury Lakes Road/Site Access 2

intersection is due to the northbound traffic experiencing a free thru and left turn movement,

causing the stop-controlled southbound vehicles to wait for sufficient gaps in the traffic flow to

proceed through the intersection. The mitigation measure identified by the TIS to address this

condition is to re-stripe the stretch of Woodbury Lakes Road between Site Access 1 and Site

Access 2 to create a four-lane roadway. For southbound movements, this would include a thru-

right lane plus a new thru lane at the Woodbury Lakes Road/Site Access 2 intersection. This

would effectively reduce the southbound queueing by increasing southbound vehicle storage

capacity and by allowing two vehicles to pass through the intersection at one time. With this

change, the expected 95th percentile southbound queue at Woodbury Lakes Drive/Site Access 2

for the 2018 build Saturday peak hour condition would be reduced to five vehicles.

19. Cumulative potential effects: (Preparers can leave this item blank if cumulative potential effects

are addressed under the applicable EAW Items)

a. Describe the geographic scales and timeframes of the project related environmental effects

that could combine with other environmental effects resulting in cumulative potential effects. The relevant scale of environmental effects from the proposed theatre project would

include the construction limits for the theatre site and the supporting parking improvements, the

transportation network used by patrons to access the theatre, and the stormwater system

downstream of the theatre and parking improvements. Construction activities will begin in 2017

and conclude in 2018.

b. Describe any reasonably foreseeable future projects (for which a basis of expectation has

been laid) that may interact with environmental effects of the proposed project within the geographic scales and timeframes identified above. The known on-going/future development

actions which could conceivably result in cumulative impacts with the proposed project would

be: a) continued buildout and occupancy of the City Place mixed-use development, the closest

portion of which is approximately 300 feet west of the theatre location, and b) development of the

remaining undeveloped area of Woodbury Lakes between the Ethan Allen the and Thomasville

stores (maximum development potential of 12,000 ft2) approximately ¼ mile east of the Main

Street parking conversion portion of the proposed project.

c. Discuss the nature of the cumulative potential effects and summarize any other available

information relevant to determining whether there is potential for significant environmental effects due to these cumulative effects. The proposed project will meet all applicable

environmental regulatory requirements and will not limit the ability of other projects in the larger

vicinity as described above to meet applicable regulatory requirements. The City of Woodbury

does not foresee a potential for adverse cumulative environmental effects.

20. Other potential environmental effects: If the project may cause any additional environmental

effects not addressed by items 1 to 19, describe the effects here, discuss the how the

environment will be affected, and identify measures that will be taken to minimize and mitigate

these effects. No additional potential environmental effects have been identified.

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Source: Traffic Impact Study, Spack Consulting, February 2017


ATTACHMENT A

Wetland Memorandum


H:\WBRY\N12112760\5_Permits\Wetland\112760_Doucette_Memo_161230.docx

MEMORANDUM

Date: December 30, 2016

To: Sharon Doucette, Environmental Resource Coordinator, City of Woodbury

From: Dan Donayre, Wetland Specialist

Subject: Woodbury Lakes Theatre

City of Woodbury Project No.: N12.112760

Sharon,

An Environmental Assessment Worksheet (EAW) for the Woodbury Lakes commercial development was

completed in 2004. This EAW included the Woodbury Lakes retail center and surrounding areas. The

EAW provides plans for seven retail buildings in a Main Street layout, with nine additional building pads

that were to be developed in the future and parking, utilities and access to the site.

Of the nine building pads, all but two on the west side of the property have been developed. These two

pads are now being considered for development as the 51,167 square foot Woodbury Lakes Theatre. The

pads are currently open spaces consisting of some manicured grass, gravel and sand.

As part of the 2004 EAW, three wetlands were identified, their approximate locations are found on Figure

1. None of these wetlands are found in the vicinity of the proposed Woodbury Lakes Theatre. Historical

imagery, Figure 2, does not show any wet signatures at the project location. The National Wetlands

Inventory, Figure 3, shows the area as upland.

Using the information gathered from the 2004 EAW, historical imagery and the National Wetlands

Inventory, it is our contention that no wetlands exist within the construction limits of the proposed

Woodbury Lakes Theatre.

Sincerely,

Dan Donayre, CWD #1191

Wetland Specialist


Wetland 1Type 2

Wetland 2Type 3

Wetland 3Type 3

Google 2016

Woodbury Lakes Theatre Figure 1: 2003 Wetland DelineationDecember, 2016

Map D

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ent: H

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/2016

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Legend!I

Woodbury Lakes Theatre Location2003 Wetland Boundary

0 300Feet

Source: FSA Imagery - 2003


Google 2016

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Woodbury Lakes TheatreDecember, 2016

Figure 2: Historical Photo Array

Google 2016

Google 2016 Imagery ©2016

2003 2006

2013 2016

0 200Feet

Source: FSA Imagery (2003, 2006, 2013) Google Satellite Imagery (2016)

!I


PEM1A

PFO1A

PEM1C

PEM1F

PEM1F

PUBG

PUBGx

PUBGx

PUBGx

PUBGx

PEM1A

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PUBGx

PUBG

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Woodbury Lakes Theatre Figure 3: National Wetlands InventoryDecember, 2016

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Woodbury Lakes Theatre LocationNWI Wetland

0 300Feet

Source: Goggle Satellite Imagery (2016), MNDNR


ATTACHMENT B

2004 EAW – Environmental Site Assessment

Summary


ATTACHMENT C

Natural Heritage Information Service (NHIS)

Correspondence


www.mndnr.gov

AN EQUAL OPPORTUNITY EMPLOYER

RRRR

February 13, 2017 Correspondence # ERDB 20170282 Mr. Peter Langworthy Bolton & Menk, Inc. 12224 Nicollet Avenue S Burnsville, MN 55337‐1649 RE: Natural Heritage Review of the proposed Woodbury Lakes Theatre; T28N R21W Sections 3 & 4; Washington County Dear Mr. Langworthy,

As requested, the Minnesota Natural Heritage Information System (NHIS) has been queried to determine if any rare species or other significant natural features are known to occur within an approximate one‐mile radius of the proposed project. Based on this query, there are no known occurrences of rare features in the area searched.

The Natural Heritage Information System (NHIS), a collection of databases that contains information about Minnesota’s rare natural features, is maintained by the Division of Ecological and Water Resources, Department of Natural Resources. The NHIS is continually updated as new information becomes available, and is the most complete source of data on Minnesota's rare or otherwise significant species, native plant communities, and other natural features. However, the NHIS is not an exhaustive inventory and thus does not represent all of the occurrences of rare features within the state. Therefore, ecologically significant features for which we have no records may exist within the project area. If additional information becomes available regarding rare features in the vicinity of the project, further review may be necessary.

For environmental review purposes, the results of this Natural Heritage Review are valid for one year; the results are only valid for the project location (noted above) and the project description provided on the NHIS Data Request Form. Please contact me if project details change or for an updated review if construction has not occurred within one year.

The Natural Heritage Review does not constitute review or approval by the Department of Natural Resources as a whole. Instead, it identifies issues regarding known occurrences of rare features and potential effects to these rare features. To determine whether there are other natural resource concerns associated with the proposed project, please contact your DNR Regional Environmental Assessment Ecologist (contact information available at http://www.dnr.state.mn.us/eco/ereview/erp_regioncontacts.html). Please be aware that additional site assessments or review may be required.

Thank you for consulting us on this matter, and for your interest in preserving Minnesota's rare natural resources. Please include a copy of this letter in any state or local license or permit application. An invoice will be mailed to you under separate cover. Sincerely,

Samantha Bump Natural Heritage Review Specialist

Minnesota Department of Natural Resources Division of Ecological and Water Resources, Box 25

500 Lafayette Road

St. Paul, Minnesota 55155-4025

Phone: (651) 259-5091 E-mail: [email protected]

1

Peter Langworthy

From: Bump, Samantha (DNR) <[email protected]>Sent: Wednesday, February 15, 2017 9:24 AMTo: Peter LangworthySubject: RE: NHIS Response: Woodbury Lakes Theatre-Northern Long-Eared Bat

Hi Peter,

Yes, that is correct. If we find NLEB within one mile of a project or closer, we will comment on it.

Have a great day,

Samantha

From: Peter Langworthy [mailto:[email protected]]

Sent: Wednesday, February 15, 2017 9:12 AM

To: Bump, Samantha (DNR) <[email protected]>

Subject: RE: NHIS Response: Woodbury Lakes Theatre-Northern Long-Eared Bat

Hi Samantha,

Thanks for this letter. I assume that there are not any known northern long-eared bat (NLEB) roosting trees within 150

feet of the project area, and no known NLEB hibernacula within 0.25 mile of the project area. Could you confirm?

As we described in our NHIS request form, the only trees that will be removed will be a limited number of ornamental

trees in parking and sidewalk areas, but I suppose we should cover NLEB considerations.

Thanks,

Peter

Peter R Langworthy, AICP

Sr. Transportation/Environmental Planner

Bolton & Menk, Inc.

12224 Nicollet Avenue

Burnsville, MN 55337-1649

Phone: 952-890-0509 ext. 2886

Mobile: 612-759-8369

email: [email protected]

Bolton-Menk.com

From: Bump, Samantha (DNR) [mailto:[email protected]]

Sent: Monday, February 13, 2017 6:17 PM

To: Peter Langworthy <[email protected]>

Cc: Horton, Becky (DNR) <[email protected]>; Parris, Leslie (DNR) <[email protected]>

Subject: NHIS Response: Woodbury Lakes Theatre

Hi Peter,

2

Attached is the NHIS response regarding the Woodbury Lakes Theatre EAW in Washington County. Please me know if

you have any questions.

Have a great day,

Samantha Bump

NHIS Review Specialist | Ecological & Water Resources

Minnesota Department of Natural Resources

500 Lafayette Road

St. Paul, MN 55155

Phone: 651-259-5091

Email: [email protected]

mndnr.gov

______________________________________________________________________

This email has been scanned by the Symantec Email Security.cloud service.

For more information please visit http://www.symanteccloud.com

______________________________________________________________________

______________________________________________________________________



______________________________________________________________________

______________________________________________________________________



______________________________________________________________________


ATTACHMENT D

State Historic Preservation Office (SHPO)

Correspondence



ATTACHMENT E

Air Quality Analysis Information


ATTACHMENT F

Woodbury Lakes Theatre Traffic Impact Study


I hereby certify this report was prepared by me or under my direct supervision, and I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. By: _________________________ Bryant J. Ficek, P.E., P.T.O.E. License No. 42802 Date: _________________________

Traffic Impact Study Woodbury Lakes Theater Addition Woodbury, MN

February 24, 2017


Traffic Impact Study i Woodbury Lakes Movie Theater

Executive Summary

Background: The existing Woodbury Lakes Shopping Center, located in the western corner of the Woodbury Lakes Development, south of Woodbury Lakes Road, north of Hudson Road, and east of Spring Hill Drive in Woodbury, Minnesota, is proposing the addition of new Movie Theatre Complex. The purpose of this study is to determine the traffic impacts associated with the build out of the proposed development on the study roads and intersections where significant impact is anticipated. Mitigation measures will be analyzed and recommended if traffic operations are expected to be below traffic engineering standards. It should be noted minor impacts are expected on corridors not analyzed in this study and improvements along those corridors may be needed in the future to accommodate incremental traffic growth from this and other area developments.

Results: The principal findings of this study are:

The proposed movie theater development is expected to generate 1,974 new trips during an average weekday, 154 new trips during the Friday peak hour and 467 new trips during the Saturday peak hour.

The study intersections are expected to operate with acceptable delay and queuing during the 2018 no-build and build scenarios with two exceptions, Hudson Road & Woodbury Lakes Road and Woodbury Lakes Road and Site Access 2.

During the 2018 Saturday peak hour the southbound 95th percentile queue at Hudson Road & Woodbury Lakes Road is expected to just reach the intersection of Woodbury Lakes Road and Site Access 2. Due to the tight intersection layout, low level of occurrence, and relatively low impact on other intersections this queue raises little concerns.

The southbound queue at Woodbury Lakes Road and Site Access 2 is expected to exceed its storage capacity and cause blockages at Woodbury Lakes Road and Site Access 1 causing excessive congestion to the intersection.

The maximum parking use counted was 892 on Saturday. The proposed Movie Theater is expected to need about 300 parking spaces on average. Combined, the parking needs of 1,200 vehicles is about 59 percent of the proposed parking stalls.

Recommendations: The following items are recommended based on the analyses contained in this study:

Restriping Woodbury Lakes Road between Site Access 2 and Site Access 1 to include an additional southbound through lane. This restriping will help increase vehicle storage and capacity of the Woodbury Lakes Road and Site Access 2 intersection, removing the excessive southbound queuing issue. Additional signage should be provided to help inform

Traffic Impact Study ii Woodbury Lakes Movie Theater

southbound drivers of the upcoming lane layout at Woodbury Lakes Road/Hudson Road allowing drivers more time to maneuver into their preferred lane before proceeding through the Woodbury Lakes Road and Site Access 2 intersection. Striping may also be necessary to guide drivers through the intersection.

New signage directing movie theater traffic to the northern two accesses along Woodbury Lakes Road should be added to help lower cut through traffic along Site Access 1 and 2 and help spread out traffic through the Woodbury Lakes site. Signage should also be considered informing drivers of the additional site accesses along Hudson Road to help spread out exiting traffic and remove some vehicles from the Hudson Road & Woodbury Lakes Road intersection.

Additional bus routes should be provided to and from the Woodbury Lakes development. Bus routes help lower the volume of vehicles on the road and are generally considered a benefit to a site by increasing transportation options.

Installation of bicycle parking and locking stations near the movie theater and storefront to help promote bicycle travel should be included.

This study is based upon a concept development plan titled “Woodbury Lakes“ and dated March 31, 2016. Assuming the general characteristics of the proposed development remain approximately the same as documented, minor changes in the final design are not expected to alter the results or recommendations of this study.

Traffic Impact Study iii Woodbury Lakes Movie Theater

TABLE OF CONTENTS

1. Introduction .......................................................................................... 1

2. Existing Conditions .............................................................................. 3

3. Forecasted Traffic ................................................................................ 4

4. Analyses ............................................................................................... 7

5. Conclusions and Recommendations ................................................ 16

6. Appendix ............................................................................................. 17

LIST OF TABLES & CHARTS

Table 1 – Study Corridor Characteristics ................................................. 3 Table 2 – New Trip Generation .................................................................. 4 Table 3 – Originally Calculated Vs. Observed Woodbury Lakes Daily

Trip Generation ...................................................................................... 5 Table 4 – Originally Calculated Vs. Proposed Woodbury Lakes Trip

Generation (Theater Site Only) ............................................................. 5 Chart 1 – Study Corridor Volume to Capacity .......................................... 8 Chart 2 – Friday Peak Hour Delays: Signal Controlled Intersections ..... 9 Chart 3 – Saturday Peak Hour Delays: Signal Controlled Intersections 9 Chart 4 – Friday Peak Hour Queues: Side Street Stop Sign Controlled

Intersections ........................................................................................ 11 Chart 5 – Saturday Peak Hour Queues: Side Street Stop Sign

Controlled Intersections ...................................................................... 11

Traffic Impact Study 1 Woodbury Lakes Movie Theater

1. Introduction

a. Proposed Development The existing Woodbury Lakes Shopping Center, located in the western corner of the Woodbury Lakes Development, south of Woodbury Lakes Road, north of Hudson Road, and east of Spring Hill Drive in Woodbury, Minnesota, is proposing the addition of new Movie Theatre Complex. The following are key attributes of the proposed development:

i. Access to the site will be provided via the existing Woodbury Lakes Road driveways per the concept development plan shown in the Appendix.

ii. The proposed development will include 52,275 square feet and seat approximately 1,060 people.

iii. The development is expected to be fully occupied by 2018. iv. Parking for the entire site will be revised, proposed to change to a new

total of 2,051 parking stalls for the site. This includes the parking privately owned on the site.

b. Purpose of Study The purpose of this study is to determine the traffic impacts associated with the build out of the proposed development. The traffic impacts are studied on the roads and intersections where significant impact is anticipated and improvements are recommended where mitigation is needed. For those not familiar with the general concepts and terms associated with traffic engineering, The Language of Traffic Engineering guide is included in the Appendix.

c. Study Objectives The objectives of this study are:

i. Document how the study intersections and roadways currently operate. ii. Forecast the amount of traffic expected to be generated by the proposed

development. iii. Determine how the study intersections and roadways will operate in the

future with and without the proposed development. iv. Recommend appropriate mitigation measures if poor operations are

identified.

The roadways corridors studied in this document include those surrounding the proposed site, which are:

i. Hudson Road ii. Woodbury Lakes Road


For the purposes of this traffic study, the study intersections closest to the proposed development and where the greatest impact is expected were chosen for review and include:

i. Hudson Road & Woodbury Lakes Road/Pendryn Hill Curve ii. Hudson Road & Troon Court iii. Hudson Road & Turnberry Alcove iv. Hudson Road & Woodbury Lakes East Access v. Woodbury Lakes Road & Site Access 1 vi. Woodbury Lakes Road & Site Access 2

However, it should be noted traffic expected from the proposed development will have minor impacts on other corridors and intersections beyond those studied here. It is standard agency policy to update roadways and intersections to their ultimate configuration when the need for upgrades is identified. Therefore, additional roadway improvements to the other corridors may be necessary in the future to accommodate incremental traffic impacts from this site and other expected development. Furthermore, this study does not account for the existing roadway conditions such as pavement quality or appropriate drainage.


2. Existing Conditions

a. Corridor Characteristics As mentioned, the proposed site is located on the western corner of the Woodbury Lakes Retail Development, south of Woodbury Lakes Road. Table 1 shows the characteristics of the key roadway corridors around this site and within the study area. Table 1 – Study Corridor Characteristics

Name1 Classification2 Speed Limit Lanes

Peds/ Bicycles

Woodbury Lakes Road

Local Street 30 mph 2 Undivided

with turn lanes

Sidewalks both sides, north thru two internal

intersections

Hudson Road (MSAS 117)

A Minor Reliever 45 mph 4 Undivided

with turn lanes

Trail on south side

1 I = Interstate, TH = Trunk Highway, CSAH = County State Aid Highway, CR = County Road, MSAS = Municipal State Aid Street.

2 City of Woodbury’s 2030 Comprehensive Plan.

b. Traffic Volumes Intersection video was collected at the existing study intersections under normal weekday and Saturday conditions in January 2017. Using these videos 24-hour turning movement counts were determined for the standard weekday and weekend. The highest weekday and weekend peak were determined to be from 4:15 to 5:15 p.m. on Friday and 2:00 to 3:00 p.m. on Saturday. The “typical day” counts from these two peak hours were used at the study intersections for analysis. The turning movement count data from the counts are contained in fifteen minute intervals in the Appendix. Based on the higher of the weekday or weekend turning movement volumes, the current highest daily traffic volumes on each study corridor are:

i. 14,200 vehicles per day on Hudson Road at Woodbury Lakes Road ii. 10,500 vehicles per day on Woodbury Lakes Road near Hudson Road at

the Woodbury Lakes Developments iii. 2,300 vehicles per day on Woodbury Lakes Road near Spring Hill Drive,

north of Woodbury Lakes Development iv. 300 vehicles per day on Spring Hill Drive at Woodbury Lakes Road


3. Forecasted Traffic

a. Site Traffic Forecasting A trip generation analysis was performed for the development site based on the methods published in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition. Trip generation rates are provided by the same ITE manual. The ITE manual compiles studies from across the country to provide a national average traffic for various land uses. For the proposed movie theater, the designation of Multiplex Movie Theater was used. Unfortunately, the ITE only has full weekday trip generation data based on number of movie screens, and not square footage or number of seats. Therefore, an estimate of the number of screens was determined based on the proposed number of seats in the theater compared to other similar movie theaters around the Twin Cities area. When comparing the proposed 1,068 seats to other theaters an estimated seven to nine screens can be expected. Per the development plans, and confirmed by the City, the total screen number expected is nine, which is used in this study. For each analysis, the raw trip generation was divided among two types of trips – new and internal. Pass-by trips were not used as they are not expected to contribute to a movie theater land use. Internal trips are those vehicles within the site visiting two or more stores. New trips represent traffic increasing the overall number of vehicles at the intersections. For the purposes of this study, the breakdown between these types of trip generation is:

25% Internal Trips. 75% New Trips.

The resultant new trips generated by the proposed development are shown in Table 2. A detailed trip generation table showing the exact breakdowns is provided in the Appendix. Table 2 – New Trip Generation

Land Use Code – Source1 Description & Size

Daily Friday Peak Hour

Saturday Peak Hour

In Out In Out In Out

445 - ITE Multiplex Movie Theater (9 Screens)

987 987 91 63 243 224


A trip distribution pattern was developed for the generated traffic going to and from the proposed development. This pattern is based on the existing traffic volumes, site access, competing land uses, and access to the regional transportation system. The general trip distribution pattern for this study is:

i. 54% of the generated traffic to/from the west on Hudson Road and Woodbury Lakes Road.

ii. 41% of the generated traffic to/from the east on Hudson Road iii. 5% percent of the generated traffic to/from the south on Pendryn Hill

Curve, Troon Court, and Turnberry Alcove.

Traffic generated by the site development was assigned to the area roadways per this distribution pattern.

b. Trip Generation Comparison Two trip generation comparisons were completed comparing the original Woodbury Lakes trip generation results to the existing Woodbury Lakes volumes, as well as the original designation of the movie theater lots as high turnover restaurants to the current proposed trip generation. Originally, Woodbury Lakes was studied to include 369,000 Square Feet of Shopping Center Retail and 56,000 Square Feet of High-Turnover (Sit-Down) Restaurants. The weekday daily trip generation for this layout was determined and compared to the collected turning movement counts along Woodbury Lakes Road. Table 3 below shows this comparison Table 3 – Originally Calculated Vs. Observed Woodbury Lakes Daily Trip Generation

Originally Calculated Daily Trip Generation

Observed Daily Trip Generation

Percent Observed to Originally Calculated

21,808 11,500 52% Table 4, below, shows the trip generation comparison between the proposed movie theater, and the original traffic studies analysis of two restaurant totaling 16,000 Square Feet. Table 4 – Originally Calculated Vs. Proposed Woodbury Lakes Trip Generation (Theater Site Only)

Originally Calculated Restaurant Daily Trip Generation

Proposed Movie Theater Daily Trip

Generation

Percent Proposed to Originally Calculated

1,730 1,974 114% As Table 3 shows, the existing Woodbury Lakes development is experiencing roughly 50 percent of the original expected traffic based on the original site layout and corresponding trip generation analysis. Table 4, then shows that the movie


theater is expected to generate roughly 15% more traffic then when compared to the original restaurant land usage. These results suggest that even with the higher volume of traffic generated from the movie theater usage, when compared to restaurant usage, there is still significant capacity available for additional trips within Woodbury Lakes due to the originally high calculated trip generation from the original study.

c. Non-site Traffic Forecasting Based on ITE’s Transportation Impact Analyses for Site Development, the impacts of the proposed development are studied in 2018. To forecast future traffic volumes in the study area outside of the proposed development’s traffic, specific other developments around the site and the general growth in traffic are considered. Based on prior reports within the area and discussions with the City of Woodbury, the City Place development to the west is expected to be constructed by the 2018 date. Assuming the complete addition of the luxury apartments, and roughly 59 percent occupancy of the office and other land uses, the corresponding additional trips were added to the 2018 No-build scenario. Due to the heavy commercial usage of the surrounding developments, relative density of developments, and short forecast year of 2018, little to no general increase in traffic volume is expected along the study corridors. In general, the proposed development along with City Place is expected to provide the magnitude of traffic increases on the study corridors.

d. Total Traffic Traffic forecasts were developed for the 2018 scenarios by adding the traffic generated by the proposed development to the existing volumes. The highest day traffic volume forecasts developed through this process are shown in Chart 1 in the following section. The resultant 2018 peak hour forecasts are shown in Figures 1 and 2 in the Appendix.


4. Analyses

a. Corridor Vehicular Analysis While many factors contribute to a road feeling congested, the two biggest factors are volume, how many vehicles are using the road, and capacity, how many vehicles the road can accommodate a day. Transportation professionals use these pieces of information to create a ratio of volume to capacity. For example, a road with a volume to capacity ratio of 1.0, where the traffic demand is nearly equal to the traffic supply, will feel congested to motorists. Below is a rough guide of the daily traffic volumes different types of roads can accommodate based on Exhibits 10-9 and 16-14 of the Highway Capacity Manual. If the Average Daily Traffic (ADT) volume on a roadway is below the threshold, then it is considered un-congested. If the daily volume falls inside the range, the road is almost congested, and if the daily volume is over the threshold the road is congested.

2-Lane (one in each direction with left turn lanes at busy intersections and coordinated signals), undivided street, are considered almost congested with a volume of 11,500 to 19,900 vehicles per day. The City of Woodbury has estimated the daily capacity of a two-lane roadway at 15,000 vehicles before a four-lane road is warranted for capacity reasons.

4-Lane, undivided street (two in each direction with left turn lanes at busy intersections and coordinated signals), – 23,500 to 37,900 vehicles per day.

6-Lane, divided street (three in each direction with left turn lanes at busy intersections and coordinated signals), – 34,800 to 54,300 vehicles per day.

To provide an initial planning level screening, Chart 1 provides volume to capacity ratios of the study corridors during each of the study years to determine if any of the roadway corridors are candidates for additional through lanes.


Chart 1 – Study Corridor Volume to Capacity

As Chart 1 shows, all intersections are currently operating well below capacity and are projected to remain below capacity after the addition of the movie theater to the Woodbury Lakes complex.

b. Intersection Vehicular Analysis Individual intersections can perform poorly during peak periods while the overall roadway corridor is operating with an uncongested daily volume to capacity ratio lower than 1.0. Therefore, capacity analyses are performed for the study intersections to determine if they need improvements such as turn lanes or an upgrade in traffic control.

The existing and forecasted turning movement volumes along with the existing intersection configurations and traffic control were used to develop the average delay per intersection in each study scenario. The delay calculations were done in accordance with the 2010 Highway Capacity Manual using the Vistro software package. The full calculations for each study scenario, including Level of Service (LOS) grades and queue lengths, are included in the Appendix. Also, included in the Appendix is a guide explaining the Level of Service grade concept.

Chart 2 (Friday peak hour) and Chart 3 (Saturday peak hour) show the average peak hour delay per traffic signal controlled intersection for each study scenario. The LOS D/E boundary of 55 seconds of delay per vehicle is considered the threshold between acceptable and unacceptable traffic signal operation in Minnesota.

Congested: volume/capacity of 1.0 or greater

Nearing Congestion: volume/capacity of 0.85 - 1.0

0

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Woodbury Lakes Road Hudson Road Spring Hill Drive

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Existing 2018 No-Build 2018 Build Series7


Chart 2 – Friday Peak Hour Delays: Signal Controlled Intersections

Chart 3 – Saturday Peak Hour Delays: Signal Controlled Intersections

As shown in Chart 2 and Chart 3, the Hudson Road & Woodbury Lakes Road intersection currently operates at an acceptable level and is forecasted to operate with acceptable delays through the 2018 build scenario. However,

Congested at LOS D/E Boundary (55 seconds)

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Existing 2018 No-Build 2018 Build

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during the 2018 weekend build peak, the southbound 95th percentile queue leaving the Woodbury Lakes development increases to about 11 vehicles. This queue stretches to the Woodbury Lakes Road & Access 2 intersection and has the potential to disrupt operations at this internal site intersection. Due to this queue additional intersection mitigation will be analyzed in the following section. Chart 4 (Friday peak hour) and Chart 5 (Saturday peak hour) show the 95th percentile queue lengths on the busiest stop sign controlled approach at intersections with side street stop sign control. Average delays are not calculated for intersections with side street stop sign control because the vast majority of vehicles going through the intersection are on the main roadway and have zero delay, which leads to low overall average delays. At side street stop sign controlled approaches to busy roadways, the average delay for all the vehicles on the approach often exceeds 60 seconds. This can be the case for a few vehicles waiting at the stop sign where improvements would not be justified for the low traffic volume. Instead of reporting average approach delays like the previous charts, Charts 4 and 5 show the 95th percentile queue as the measure of effectiveness at intersections with side street stop sign control. Based on our experience, improvements are not warranted at these types of intersections until the 95th percentile queue at a stop sign is in the five to ten vehicle range.


Chart 4 – Friday Peak Hour Queues: Side Street Stop Sign Controlled Intersections

Chart 5 – Saturday Peak Hour Queues: Side Street Stop Sign Controlled Intersections

Unreasonable 95th Percentile Queue (5 Vehicles)

0

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Hudson Road &Turnberry Alcove

Hudson Road &East Access

Woodbury LakesRoad & Access 2


Woodbury LakesRoad & Spring

Hill Drive

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Unreasonable 95th Percentile Queue (5 Vehicles)

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Hudson Road &Turnberry Alcove

Hudson Road &East Access



Woodbury LakesRoad & Spring

Hill Drive

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The two-way stop controlled intersection analysis shows acceptable operation at all intersections with the exception of Woodbury Lakes Road and Access 2. This intersection is currently experiencing queueing close to or just above the preferred five vehicle queue length for the southbound direction. This larger queue is due to the northbound traffic experiencing a free through and left turn movement causing the southbound vehicles to wait for sufficient gaps in traffic flow to proceed through the intersection. Due to the high northbound volume this queue is larger than preferred, however still fits within the provided storage space for the existing and no-build scenario. During the 2018 weekend build scenario, this movement breaks down with an excessive queue. Additional mitigation should be considered at this intersection to improve operation and shorten queueing.

c. Vehicular Mitigation Analysis Per the above analyses, most of the study intersections and corridors will operate acceptably throughout the study scenarios. However, the following intersections are identified as having sub-standard operation in the following scenarios:

i. Woodbury Lakes Road & Site Access 2 during the Friday build and Saturday existing, 2018 no-build, and 2018 build scenarios.

ii. Hudson Road & Woodbury Lakes Road during the Saturday build scenario.

Alternatives were explored to provide appropriate mitigation at these locations, improving the vehicle operations. Generally, the least expensive alternative providing acceptable operations is recommended (i.e. stop signs over a traffic signal if stop signs will be sufficient). Based on these analyses, the following improvements are recommended to provide acceptable Level of Service D or better operations with reasonable queuing:

i. Expansion of Woodbury Lakes Road between Access 1 and Access 2 to a four-lane roadway with a shared through right lane and additional through lane for southbound traffic.

With roughly 45 feet of road with along this roadway section expansion to a four lane road is possible. This additional through lane will help lower the southbound queue by increasing storage and allowing two vehicles to pass through the stop controlled intersection at one time. With this change, the expected 95th percentile queue for the worst peak scenario, the 2018 Saturday build scenario, drops to five vehicles. Additional signing should be installed to help inform southbound drivers of the upcoming lane layout at Woodbury Lakes Road/Hudson Road. This signage would help minimize weaving of vehicles as drivers pass through Access 2 and approach the intersection. Striping may also be necessary to guide drivers through the intersection. The relatively balanced lane volumes on Woodbury Lakes Road at its intersection with Hudson Road indicate that with proper


signage drivers will be able to maneuver into the proper lane with minimal impact due to weaving. The existing Woodbury Lakes Road & Site Access 2 stop signs have additional supplemental signage informing drivers that incoming traffic does not stop. If a compliance issue is noticed at the intersection the addition of flashing stop signs could help increase awareness, however, compliance issues were not noted in our review of the collected intersection videos. The Hudson Road & Woodbury Lakes Road intersection does operate with acceptable delays; however, the southbound through/left lane’s 95th percentile queue exceeds the storage length and spills into the Woodbury Lakes Road & Site Access 2 intersection during the Saturday 2018 build scenario. This queue is caused by the high number of vehicles turning left onto Hudson Road and the buildup of those vehicles during the phase’s red time. The following circumstances should be noted:

1. The queue fully clears during the phase’s green time. 2. The high magnitude of queueing is only expected in rare cases (5% or

less) during the highest weekend peak period (1-2 hours a week) with acceptable queueing and operation for the rest of the week.

3. The queueing occurs along an internal site development road with low speeds.

4. The additional southbound lane between Site Access 1 and Site Access 2 would allow vehicles wishing to turn right through the intersection to proceed unimpeded and help lower the impact of the queue on the Site Access 2 intersection.

These circumstances help lower the concern of this southbound queue due to its ability to clear out on each signal cycle, its regularity of occurrence, and the location it occurs in the roadway network. However, if mitigation is preferred to help remove this rare queue from occurring the following can be implemented:

1. Addition of a southbound left turn lane – This turn lane would increase storage and remove the potential of the queue from blocking Site Access 2. However, in order to implement this change the eastern sidewalk would have to be removed or roadway corridor widened, as well as operational changes to the signal.

2. Installation of a roundabout – a two-by-one roundabout would be able to handle the projected capacity along Hudson Road while minimizing queuing along Woodbury Lakes Road. The difficulty with this addition is the tight spacing of the residential housing along Pendryn Hill Curve, as well as the existing retaining wall along the western side of Woodbury Lakes Road.

These traffic control devices would be difficult to implement at the Hudson Road & Woodbury Lakes development, and are large and expensive fixes to a relatively small queueing issue. Therefore, some additional traffic mitigation techniques can be used to help spread out exiting traffic which would help lower the queue at the intersection. These techniques include:


1. The introduction of bus routes originating and ending in the Woodbury Lakes development. Having access to other modes of travel is often seen as an amenity and a general benefit to a site, while helping to reduce the overall number of vehicles accessing the site.

2. Additional of Bicycle storage throughout the development. Having ample bicycle storage near store fronts helps promote bicycle travel. With the high volume of surrounding residential developments, this has the potential to transition some vehicle trips to bicycle trips which will help decrease queueing at the intersection.

3. Additional signage within the Woodbury Lakes Development informing drivers of the additional site accesses at Turnberry Alcove and the Eastern Woodbury Lakes Access. By spreading out the exiting traffic through all of the existing accesses the volume of vehicles along the southbound leg of Woodbury Lakes Road will decrease.

d. Concept Site Plan & Multi-Modal Review The concept site plan contained in the Appendix was reviewed to determine what changes are recommended to the existing layout of Woodbury Lakes. Following are key transportation elements of the concept site plan that should be implemented:

i. Car Circulation and Signage: Additional signage should be placed within the Woodbury Lakes development informing drivers of the additional accesses past access 1 and access 2. For example, movie theater parking can be directed towards the northern two accesses along Woodbury Lakes Road. By directing traffic north there will be less traffic cutting through Access 1 and Access 2 increasing safety and comfortability of pedestrians and spreading traffic out throughout the development. Signage should also be added informing drivers of the various accesses to Hudson Road to help spread out exiting traffic.

ii. Bicycle infrastructure: Trails currently exist along the south side of Hudson Road with sidewalks present on both sides of Woodbury Lakes Road. Bicycle parking should be provided near storefronts and well-lit areas to help promote bicycle travel. This will in turn help lower the total number of vehicles accessing the site by transferring some vehicle trips to bicycle trips.

iii. Adjacent Transit: The addition of transit to and from the Woodbury Lakes development should be considered. Having access to other modes of travel is often seen as an amenity and a general benefit to a site, while helping to reduce the overall number of vehicles accessing the site.

e. Parking Review Using the collected 2017 turning movement counts an estimate of the total parked cars per fifteen minute period was determined for the Friday and Saturday peak hour. By calculating the total vehicles entering the site and subtracting the vehicles exiting the site, this number can be determined. It


should be noted that this parking count includes the privately-owned parking lots on the development site. Using this technique, the highest Friday peak parked vehicle count was calculated at 650 parked vehicles, representing about 32 percent of the available parking. The Saturday peak was 892 parked vehicles, representing about 44 percent of the available parking. To estimate parking use, the ITE Parking Generation Manual, 4th Edition was consulted. Based on studies for land use code 445, Multiplex Movie Theater, the proposed theater is expected to average less than 300 parked vehicles during the peak periods. Added to the maximum counted on Saturday, the average expected parking needs are about 1,200 stalls, about 59 percent of the proposed available parking. One change currently underway is the revision of the existing parallel parking spots along the western leg of Site Access 1 to angled parking stalls. This conversion will result with an additional 57 parking stalls. As a result of this change, additional traffic will be expected to and from the corridor parking areas as these spots will be more convenient to the main storefronts. Counterbalancing the potential increase is a potential decrease in traffic due to drivers avoiding the corridor. More parking spaces results in more parking operations and disruptions to the traffic flow. If not destined to one of the stores along this stretch, drivers may use other roads to avoid stopping for vehicles pulling into or out of a parking space. Therefore, the net impact on the overall traffic operations of the Woodbury Lakes development is expected to be minimal due to this parking change. .


5. Conclusions and Recommendations The traffic impacts of the proposed development were thoroughly studied and the principal findings are:

The proposed movie theater development is expected to generate 1,974 new trips during an average weekday, 154 new trips during the Friday peak hour and 467 new trips during the Saturday peak hour.

The study intersections are expected to operate with acceptable delay and queuing during the 2018 no-build and build scenarios with two exceptions, Hudson Road & Woodbury Lakes Road and Woodbury Lakes Road and Site Access 2.

During the 2018 Saturday peak hour the southbound 95th percentile queue at Hudson Road & Woodbury Lakes Road is expected to just reach the intersection of Woodbury Lakes Road and Site Access 2. Due to the tight intersection layout, low level of occurrence, and relatively low impact on other intersections this queue raises little concerns.

The southbound queue at Woodbury Lakes Road and Site Access 2 is expected to exceed its storage capacity and cause blockages at Woodbury Lakes Road and Site Access 1 causing excessive congestion to the intersection.

The maximum parking use counted was 892 on Saturday. The proposed Movie Theater is expected to need about 300 parking spaces on average. Combined, the parking needs of 1,200 vehicles is about 59 percent of the proposed parking stalls.

The following recommendations are made based on the above findings: Restriping Woodbury Lakes Road between Site Access 2 and Site Access 1 to

include an additional southbound through lane. This restriping will help increase vehicle storage and capacity of the Woodbury Lakes Road and Site Access 2 intersection, removing the excessive southbound queuing issue. Additional signage should be provided to help inform southbound drivers of the upcoming lane layout at Woodbury Lakes Road/Hudson Road allowing drivers more time to maneuver into their preferred lane before proceeding through the Woodbury Lakes Road and Site Access 2 intersection. Striping may also be necessary to guide drivers through the intersection.

New signage directing movie theater traffic to the northern two accesses along Woodbury Lakes Road should be added to help lower cut through traffic along Site Access 1 and 2 and help spread out traffic through the Woodbury Lakes site. Signage should also be considered informing drivers of the additional site accesses along Hudson Road to help spread out exiting traffic and remove some vehicles from the Hudson Road & Woodbury Lakes Road intersection.

Additional bus routes should be provided to and from the Woodbury Lakes development. Bus routes help lower the volume of vehicles on the road and are generally considered a benefit to a site by increasing transportation options.

Installation of bicycle parking and locking stations near the movie theater and storefront to help promote bicycle travel should be included.


6. Appendix

A. Site Plan

B. The Language of Traffic Engineering

C. Figures 1-2

D. Traffic Counts

E. Trip Generation Table

F. Level of Service (LOS)

G. Capacity Analysis Backup

Friday Existing Weekend Existing Friday 2018 No-Build Weekend 2018 No-Build Friday 2018 Build Weekend 2018 Build Friday 2018 Build Mitigation Weekend 2018 Build Mitigation

Appendix A: Site Plan

Traffic Impact StudyWoodbury Lakes Movie Theater

A1 Spack Consulting


Appendix A: Site Plan


A2 Spack Consulting


Research Brief — Volume No. 15

The Language of Traffic EngineeringTraffic Engineering, and Traffic Engineers, often use technical terms or jargon that may be confusing or tough to understand even within the context of a sentence. Key terms and acronyms that can generally be found in all types of traffic studies are defined in this document.

Types of StudiesAccess Management – The practice of government agencies limiting the amount of intersections (both public roadway crossings and private driveways) along a roadway corridor based on the function of the roadway to improve safety and mobility while streamlining access.

Corridor Study – A transportation review and analysis of the existing and future traffic operations of a roadway segment. Varies in length from a couple blocks to a few miles and typically covers all modes of travel.

Intersection Control Evaluation (ICE) Report – A document that examines and determines the most appropriate type of control (stop sign, signal, roundabout, or other) at one or more intersections.

Safety Study – An examination of crash records to identify potential trends, issues, and problem intersections/corridors. Usually includes potential mitigation options expected to decrease crash rates in the future.

Speed Study – A review of existing travel speeds and the corridor characteristics to determine if speeding is an issue, the appropriate speed to post as the limit, and/or areas to provide reduced speed warnings.

Traffic Impact Study (TIS) – A document that addresses the expected traffic impacts of a development and, if necessary, mitigation options that will reduce or eliminate negative impacts. Also referred to as a Traffic Impact Analysis.

Transportation Plan – A document developed by a government agency to take inventory of their transportation network, identify concerns or issues and lay out the path for improvement of the system.

Travel Demand Management Plan (TDMP) – A plan that documents the existing infrastructure around a site, including transit and non-motorized vehicle options, and develops measures to be implemented to encourage those alternative modes of travel.

Warrant Evaluation – Review of traffic volumes and other characteristics at an intersection against thresholds to determine if a traffic signal or other traffic control option is needed/warranted.

Key Organizations AASHTO – American Association of State Highway and Transportation Officials. A nonprofit, nonpartisan association representing transportation departments with a primary goal of fostering the development, operation, and maintenance of an integrated national transportation system.DOT – Department of Transportation. Government organizations within federal and state agencies dedicated to serving the transportation needs of the community and typically responsible for study, design, operation, and maintenance of all facets of transportation.FHWA – Federal Highway Administration. An agency within the US Department of Transportation that supports State and local governments in the design, construction, and maintenance of the highway system.ITE – Institute of Transportation Engineers. An international educational and scientific association of transportation professionals who are responsible for meeting mobility and safety needs.

Traffic Engineering is a branch of civil engineering that focuses on the safe and efficient movement of people and vehicles. It is part science and part art, requiring not only technical skills for analysis but an understanding of motivations in choosing travel routes.

Source: ETH Zurich

Appendix B: The Language of Traffic Engineering

Traffic Impact Study Woodbury Lakes Movie Theater B1 Spack Consulting

ResourcesMUTCD, 2009 Edition, published by FHWA

Highway Capacity Manual, HCM2010

Highway Safety Manual, HSM

About This BriefSpack Consulting prepared this brief as part of our company’s vision to significantly improve the practice of traffic engineering and transportation planning. Transportation professionals from around the world have assisted us in developing this document. We are providing this brief under the Creative Commons Attribution License. Feel free to use-modify-share this guide, but please give us some credit in your document. To request our whole series of Design Briefs and to be included on our distribution list for new materials, please email [email protected]. And please reach out if you have any comments or questions related to this Design Brief.


Important Manuals/Guides

HCM – Highway Capacity Manual (released by the Transportation Research Board, or TRB). The guide for engineers and planners to assess traffic and environmental effects of highway projects. This manual presents the foundation of traffic analysis procedures in the US.

MUTCD – Manual of Uniform Traffic Control Devices. A document that sets minimum standards and provides guidance to ensure uniformity of traffic control devices (such as messages, location, size, shapes, and colors) across the nation. All roads are subject to its jurisdiction.

HSM – Highway Safety Manual (released by AASHTO). A guide that presents a variety of methods for quantitatively estimating crash frequency or severity.

Results85th Percentile Speed – Speed at which 85 percent of drivers are traveling at or below. Speed limits are typically set at the 85th percentile speed. 95th Percentile Queue – The distance, generally measured in feet or number of vehicles, which will be exceeded in a lane, typically at an intersection, only five percent of the time. Usually used to help determine intersection turn lane lengths.Control Delay – The total amount of time a motorist takes to get through a road segment or intersection minus the time it would take without stopping due to traffic controls (like stop signs or traffic signals). Control delay includes decelerating and accelerating back to full driving speed.Functional Classification – the grouping of streets and highways into categories according to their characteristics and emphasis on mobility or access. Generally, categories include arterials (emphasizing mobility and fast travel), local roads (emphasizing access to adjoining properties), and collector roads (emphasizing a balance between the two and usually connecting arterials to local roads).Intersection Delay – The average amount of time, usually expressed in seconds, experienced by any vehicle traveling through an intersection.Level of Service (LOS) – Qualitative measure of traffic operations related to the amount of average delay experienced. Expressed in letter grades with LOS A representing the best operations with little to no delay and LOS F representing the worst operations with excessive delays and congestion.Measures of Effectiveness – Performance measures that define how well traffic is moving along a corridor or thru an intersection. The common MOEs are travel time, corridor speed, delay, and queues.Mitigation – Measures intended to reduce the impact of a development or improve an identified traffic issue by either improving capacity (like adding lanes) or reducing demand (like encouraging carpooling).

Queue – Length of line of cars waiting at an intersection or at a bottleneck in a corridor, typically measured for each individual lane of traffic in feet or number of vehicles.Volume to Capacity (v/c) ratio – the number of vehicles through an intersection or roadway segment in a specific amount of time divided by the expected capacity of the road. Less than 1.0 indicates available capacity and above 1.0 indicates more vehicles than can be accommodated. Typically, a v/c ratio above 0.85 suggests operational issues.Trip Generation – The amount of vehicle traffic generated by a land use. One trip is equal to one vehicle traveling from an origin to a destination (traveling to and from work equals two trips).Warrants – Criteria based on volumes and other Measures of Effectiveness for determining when all way stop signs, roundabouts, traffic signals, or other type of control should be installed.

Appendix B: The Language of Traffic Engineering

Traffic Impact Study Woodbury Lakes Movie Theater B2 Spack Consulting

Figure 1: 2018 No-Build Friday and Saturday Peak Volumes

- Friday Peak Hour on top, Saturday Peak Hour on bottom

Figure 2: 2018 Build Friday and Saturday Peak Volumes

- Friday Peak Hour on top, Saturday Peak Hour on bottom

File Name : 1 - Hudson Rd & Woodbury Lakes Rd, 1-6-17Site Code : 1Start Date : 1/6/2017Page No : 1

Hudson Rd & Woodbury Lakes RdWoodbury, MN

Groups Printed- Cars + - TrucksWoodbury Lakes Rd

SouthboundHudson RdWestbound

Pendryn Hill CurveNorthbound

Hudson RdEastbound

Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total12:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 1 0 3 512:15 AM 0 0 1 0 0 1 0 1 1 0 0 2 0 0 0 0 0 0 1 0 3 0 0 4 712:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 212:45 AM 0 0 1 0 0 1 0 0 2 0 0 2 0 0 0 0 0 0 0 0 4 0 0 4 7

Total 0 0 2 0 0 2 0 1 6 0 0 7 0 0 0 0 0 0 1 0 9 2 0 12 21

01:00 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 4 0 0 4 701:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 101:30 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 101:45 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 0 1 3

Total 0 1 1 0 0 2 0 0 4 0 0 4 0 0 0 1 0 1 0 0 5 0 0 5 12

02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 202:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 202:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 0 1 0 0 0 0 0 0 2

Total 0 0 0 0 0 0 0 0 3 0 0 3 0 1 0 0 0 1 0 0 2 0 0 2 6

03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 003:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 103:30 AM 0 1 0 0 0 1 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 303:45 AM 0 0 1 0 0 1 0 0 1 0 0 1 0 2 0 0 0 2 0 0 0 1 0 1 5

Total 0 1 1 0 0 2 0 0 3 0 0 3 0 2 0 0 0 2 0 0 1 1 0 2 9

04:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 0 1 0 0 2 0 0 2 404:15 AM 0 0 0 0 0 0 0 1 4 0 0 5 0 2 0 0 0 2 0 0 3 0 0 3 1004:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 3 0 1 0 4 0 0 2 0 0 2 704:45 AM 0 0 0 1 0 1 0 0 5 0 0 5 0 2 0 0 0 2 0 0 5 0 0 5 13

Total 0 0 0 1 0 1 0 1 11 0 0 12 0 8 0 1 0 9 0 0 12 0 0 12 34

05:00 AM 0 0 0 0 0 0 0 0 4 4 0 8 0 3 0 0 0 3 0 4 5 0 0 9 2005:15 AM 0 0 1 0 0 1 0 0 7 2 0 9 0 3 0 1 0 4 0 1 6 1 0 8 2205:30 AM 0 1 0 1 0 2 0 1 6 0 0 7 0 5 0 1 0 6 0 0 11 0 0 11 2605:45 AM 0 1 0 1 0 2 0 0 15 4 0 19 0 7 0 0 0 7 0 1 13 1 0 15 43

Total 0 2 1 2 0 5 0 1 32 10 0 43 0 18 0 2 0 20 0 6 35 2 0 43 111

06:00 AM 0 1 0 3 0 4 0 0 6 1 0 7 0 6 0 2 0 8 0 0 8 0 0 8 2706:15 AM 0 6 1 4 0 11 0 0 13 0 0 13 0 5 0 1 0 6 0 0 9 1 0 10 4006:30 AM 0 1 0 3 0 4 0 0 19 1 0 20 0 10 0 1 1 12 0 1 8 0 0 9 4506:45 AM 0 4 0 2 0 6 0 0 25 2 0 27 0 10 0 1 0 11 0 1 17 1 0 19 63

Total 0 12 1 12 0 25 0 0 63 4 0 67 0 31 0 5 1 37 0 2 42 2 0 46 175

07:00 AM 0 1 1 0 0 2 0 1 21 0 0 22 0 12 0 3 0 15 0 0 9 2 0 11 5007:15 AM 0 1 0 0 0 1 0 0 24 0 0 24 0 16 0 7 1 24 0 1 14 2 0 17 6607:30 AM 0 2 0 2 0 4 0 1 32 2 0 35 0 15 0 1 1 17 0 2 11 2 0 15 71

Appendix D: Traffic Counts


D1 Spack Consulting






Hudson RdEastbound

Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total07:45 AM 0 3 1 4 0 8 0 2 46 3 0 51 0 11 0 2 0 13 0 2 13 1 0 16 88

Total 0 7 2 6 0 15 0 4 123 5 0 132 0 54 0 13 2 69 0 5 47 7 0 59 275

08:00 AM 0 4 1 5 0 10 0 0 30 5 0 35 0 6 0 2 0 8 0 2 28 6 0 36 8908:15 AM 0 6 0 3 0 9 0 0 32 2 0 34 0 4 0 1 0 5 0 6 23 1 0 30 7808:30 AM 0 5 0 2 0 7 0 1 29 6 0 36 0 3 0 2 0 5 0 7 14 1 0 22 7008:45 AM 0 4 1 7 0 12 0 1 28 11 0 40 0 5 2 2 0 9 0 6 26 1 0 33 94

Total 0 19 2 17 0 38 0 2 119 24 0 145 0 18 2 7 0 27 0 21 91 9 0 121 331

09:00 AM 0 9 1 5 0 15 0 0 35 13 0 48 0 4 1 5 0 10 0 9 24 1 0 34 10709:15 AM 0 19 0 13 0 32 0 0 33 18 0 51 0 3 0 1 0 4 0 16 26 4 0 46 13309:30 AM 0 15 1 13 0 29 0 3 41 20 0 64 0 3 0 2 0 5 0 11 41 1 0 53 15109:45 AM 0 16 0 10 0 26 0 0 42 27 0 69 0 5 0 0 0 5 0 20 38 2 0 60 160

Total 0 59 2 41 0 102 0 3 151 78 0 232 0 15 1 8 0 24 0 56 129 8 0 193 551

10:00 AM 0 16 1 26 0 43 0 0 41 12 0 53 0 3 0 2 0 5 0 34 43 1 0 78 17910:15 AM 0 20 1 30 0 51 0 0 34 30 0 64 0 3 0 0 0 3 1 24 56 4 0 85 20310:30 AM 0 25 0 38 0 63 0 0 42 27 0 69 0 2 1 2 0 5 0 30 47 2 0 79 21610:45 AM 0 30 2 38 0 70 0 1 64 20 0 85 0 6 0 2 0 8 0 33 41 0 0 74 237

Total 0 91 4 132 0 227 0 1 181 89 0 271 0 14 1 6 0 21 1 121 187 7 0 316 835

11:00 AM 0 35 1 38 0 74 0 1 46 23 0 70 0 3 0 2 0 5 0 30 45 2 0 77 22611:15 AM 0 39 1 40 0 80 0 2 54 26 0 82 0 0 0 2 0 2 0 37 56 1 0 94 25811:30 AM 0 29 2 46 0 77 0 0 52 29 0 81 0 5 4 2 0 11 0 36 75 1 0 112 28111:45 AM 0 30 1 42 0 73 1 0 57 20 0 78 0 2 0 1 0 3 0 45 81 3 0 129 283

Total 0 133 5 166 0 304 1 3 209 98 0 311 0 10 4 7 0 21 0 148 257 7 0 412 1048

12:00 PM 0 55 3 58 0 116 0 0 53 23 0 76 0 5 0 1 1 7 0 46 57 5 0 108 30712:15 PM 0 33 1 50 0 84 0 0 80 26 0 106 0 4 1 1 0 6 0 48 74 0 0 122 31812:30 PM 1 47 0 55 0 103 0 1 81 33 0 115 0 2 0 1 1 4 0 42 90 4 1 137 35912:45 PM 0 46 3 79 0 128 0 0 68 24 0 92 0 4 1 2 0 7 0 51 83 5 0 139 366

Total 1 181 7 242 0 431 0 1 282 106 0 389 0 15 2 5 2 24 0 187 304 14 1 506 1350

01:00 PM 0 59 1 59 0 119 0 0 73 19 0 92 0 1 0 0 0 1 0 31 67 2 0 100 31201:15 PM 0 62 0 59 0 121 1 0 78 37 0 116 0 1 1 1 3 6 0 47 78 5 1 131 37401:30 PM 0 50 0 75 0 125 2 1 64 26 0 93 0 5 1 2 0 8 0 50 55 3 0 108 33401:45 PM 0 53 3 63 0 119 0 1 74 28 0 103 0 2 1 1 0 4 0 44 68 2 0 114 340

Total 0 224 4 256 0 484 3 2 289 110 0 404 0 9 3 4 3 19 0 172 268 12 1 453 1360

02:00 PM 0 53 1 54 0 108 0 2 75 30 0 107 0 5 2 1 0 8 1 34 73 3 0 111 33402:15 PM 0 42 3 63 0 108 1 1 62 30 0 94 0 2 1 2 0 5 0 53 78 6 0 137 34402:30 PM 0 56 3 67 0 126 0 1 58 23 0 82 0 6 0 4 0 10 0 41 70 5 0 116 33402:45 PM 0 39 2 72 0 113 0 2 71 35 0 108 0 1 2 1 0 4 0 39 76 5 0 120 345

Total 0 190 9 256 0 455 1 6 266 118 0 391 0 14 5 8 0 27 1 167 297 19 0 484 1357



D2 Spack Consulting






Hudson RdEastbound

Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total03:00 PM 0 52 5 67 0 124 0 3 64 25 0 92 0 3 0 1 0 4 0 42 66 9 0 117 33703:15 PM 0 37 4 58 0 99 0 1 51 26 0 78 0 4 0 1 0 5 0 57 86 2 0 145 32703:30 PM 0 57 2 46 0 105 0 1 61 34 0 96 0 1 0 0 1 2 0 60 88 4 0 152 35503:45 PM 0 58 3 79 0 140 0 1 73 33 0 107 0 4 2 2 0 8 0 45 101 0 0 146 401

Total 0 204 14 250 0 468 0 6 249 118 0 373 0 12 2 4 1 19 0 204 341 15 0 560 1420

04:00 PM 0 60 7 61 0 128 0 1 71 30 0 102 0 5 0 5 0 10 0 51 81 5 0 137 37704:15 PM 0 58 11 73 0 142 0 2 71 36 0 109 0 4 0 4 0 8 0 47 97 5 0 149 40804:30 PM 0 49 5 63 0 117 1 3 107 28 0 139 0 5 0 1 0 6 0 51 97 8 0 156 41804:45 PM 0 61 7 78 0 146 0 1 62 37 0 100 0 6 1 5 1 13 0 65 92 6 0 163 422

Total 0 228 30 275 0 533 1 7 311 131 0 450 0 20 1 15 1 37 0 214 367 24 0 605 1625

05:00 PM 0 74 6 72 0 152 0 5 58 41 0 104 0 6 0 6 1 13 0 49 96 13 0 158 42705:15 PM 0 56 3 63 0 122 0 3 70 35 0 108 0 7 0 2 0 9 3 37 82 5 0 127 36605:30 PM 0 58 4 50 0 112 1 5 73 26 0 105 0 5 0 3 1 9 0 42 96 5 0 143 36905:45 PM 0 56 8 63 0 127 0 4 68 34 0 106 0 4 2 1 0 7 0 39 67 5 0 111 351

Total 0 244 21 248 0 513 1 17 269 136 0 423 0 22 2 12 2 38 3 167 341 28 0 539 1513

06:00 PM 0 40 9 56 0 105 0 1 82 34 0 117 0 5 0 3 0 8 3 37 71 8 0 119 34906:15 PM 0 43 5 54 0 102 0 2 74 22 0 98 0 3 1 3 0 7 0 34 76 7 0 117 32406:30 PM 0 47 3 62 0 112 0 7 53 34 0 94 0 5 0 5 0 10 0 36 65 6 0 107 32306:45 PM 0 46 2 53 0 101 0 1 59 21 0 81 0 4 1 2 0 7 0 33 63 5 0 101 290

Total 0 176 19 225 0 420 0 11 268 111 0 390 0 17 2 13 0 32 3 140 275 26 0 444 1286

07:00 PM 0 40 2 52 0 94 0 2 52 22 0 76 0 4 1 1 0 6 0 21 59 4 0 84 26007:15 PM 0 31 1 44 0 76 0 2 53 19 0 74 0 2 0 2 0 4 0 24 51 3 0 78 23207:30 PM 0 35 4 32 0 71 0 0 50 14 0 64 0 1 0 3 0 4 0 13 46 2 0 61 20007:45 PM 0 46 6 40 0 92 0 2 42 7 0 51 0 1 0 2 0 3 0 14 50 3 0 67 213

Total 0 152 13 168 0 333 0 6 197 62 0 265 0 8 1 8 0 17 0 72 206 12 0 290 905

08:00 PM 0 44 2 57 0 103 0 0 43 11 0 54 0 2 0 0 0 2 0 14 46 2 0 62 22108:15 PM 0 31 4 43 0 78 0 0 35 7 0 42 0 3 0 1 0 4 0 15 28 3 0 46 17008:30 PM 0 30 3 44 0 77 0 1 29 5 0 35 0 0 0 1 0 1 0 9 23 3 0 35 14808:45 PM 0 16 3 32 0 51 0 2 21 2 0 25 0 0 0 1 0 1 0 3 31 4 0 38 115

Total 0 121 12 176 0 309 0 3 128 25 0 156 0 5 0 3 0 8 0 41 128 12 0 181 654

09:00 PM 0 22 1 16 0 39 0 1 16 1 0 18 0 1 0 0 0 1 0 2 19 4 0 25 8309:15 PM 0 9 3 17 0 29 0 0 9 0 0 9 0 4 0 1 0 5 0 3 24 6 0 33 7609:30 PM 0 5 0 9 0 14 0 1 16 2 0 19 0 6 1 1 0 8 0 0 22 7 0 29 7009:45 PM 0 3 4 6 0 13 0 0 20 0 0 20 0 2 0 1 0 3 0 3 24 1 0 28 64

Total 0 39 8 48 0 95 0 2 61 3 0 66 0 13 1 3 0 17 0 8 89 18 0 115 293

10:00 PM 0 3 2 13 0 18 0 0 21 0 0 21 0 2 0 0 0 2 0 1 16 1 0 18 5910:15 PM 0 8 2 11 0 21 0 1 16 0 0 17 0 2 0 1 0 3 1 0 12 3 0 16 5710:30 PM 0 6 2 17 1 26 0 0 16 0 0 16 0 1 0 1 0 2 0 0 6 3 0 9 53



D3 Spack Consulting






Hudson RdEastbound

Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total10:45 PM 0 2 4 6 0 12 0 0 12 1 0 13 0 2 0 0 0 2 0 1 10 2 0 13 40

Total 0 19 10 47 1 77 0 1 65 1 0 67 0 7 0 2 0 9 1 2 44 9 0 56 209

11:00 PM 0 3 3 5 0 11 0 3 7 0 0 10 0 3 0 0 0 3 0 0 9 3 0 12 3611:15 PM 0 2 1 5 0 8 0 1 7 0 0 8 0 3 0 0 0 3 0 0 7 3 0 10 2911:30 PM 0 1 0 5 0 6 0 1 9 2 0 12 0 0 0 0 0 0 0 0 2 1 0 3 2111:45 PM 0 0 2 1 0 3 0 0 7 0 0 7 0 0 0 1 0 1 0 0 2 0 0 2 13

Total 0 6 6 16 0 28 0 5 30 2 0 37 0 6 0 1 0 7 0 0 20 7 0 27 99

Grand Total 1 2109 174 2584 1 4869 7 83 3320 1231 0 4641 0 319 27 128 12 486 10 1733 3497 241 2 5483 15479Apprch % 0 43.3 3.6 53.1 0 0.2 1.8 71.5 26.5 0 0 65.6 5.6 26.3 2.5 0.2 31.6 63.8 4.4 0

Total % 0 13.6 1.1 16.7 0 31.5 0 0.5 21.4 8 0 30 0 2.1 0.2 0.8 0.1 3.1 0.1 11.2 22.6 1.6 0 35.4Cars + 1 2089 173 2564 1 4828 7 82 3281 1222 0 4592 0 317 27 122 12 478 10 1725 3470 233 2 5440 15338

% Cars + 100 99.1 99.4 99.2 100 99.2 100 98.8 98.8 99.3 0 98.9 0 99.4 100 95.3 100 98.4 100 99.5 99.2 96.7 100 99.2 99.1Trucks 0 20 1 20 0 41 0 1 39 9 0 49 0 2 0 6 0 8 0 8 27 8 0 43 141

% Trucks 0 0.9 0.6 0.8 0 0.8 0 1.2 1.2 0.7 0 1.1 0 0.6 0 4.7 0 1.6 0 0.5 0.8 3.3 0 0.8 0.9



D4 Spack Consulting



Woodbury Lakes Rd

Hud

son

Rd

Hudson R

d

Pendryn Hill Curve

Right

2564 20

2584 Thru

173 1

174 Left

2089 20

2109 UTrn

1 0 1

Peds

1 0 1

InOut Total2974 4828 7802

17 41 58 2991 7860 4869

Out1 0 1 In0 0 0 Total1 0 1

Right

1222 9 1231

Thru

3281 39

3320 Left 82 1

83 U

Trn 7 0 7 Peds 0 0 0

Out

TotalIn

5681 4592

10273 53

49 102

5734 10375

4641

Out

7 0

7 In

0 0

0 Tota

l

7 0

7 UTrn0 0 0

Left317

2 319

Thru27 0

27

Right122

6 128

Peds12 0

12

Out TotalIn

488 478 966 10 8 18

498 984 486

Out

0 0 0

In

0 0 0

Total

0 0 0

UTr

n10 0 10

Left

1725

8 17

33

Thru

3470

27

34

97

Rig

ht233 8

241

Peds

2 0 2

Tota

lO

utIn

6162

54

40

1160

2 61

43

10

4 62

23

1170

6 54

83

Out10

0 10

In 0 0

0

Total

10 0 10

1/6/2017 12:00 AM1/6/2017 11:45 PM Cars +Trucks

North



D5 Spack Consulting



Woodbury Lakes RdSouthbound

Hudson RdWestbound


Hudson RdEastbound

Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. TotalPeak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 09:00 AM

09:00 AM 0 9 1 5 0 15 0 0 35 13 0 48 0 4 1 5 0 10 0 9 24 1 0 34 10709:15 AM 0 19 0 13 0 32 0 0 33 18 0 51 0 3 0 1 0 4 0 16 26 4 0 46 13309:30 AM 0 15 1 13 0 29 0 3 41 20 0 64 0 3 0 2 0 5 0 11 41 1 0 53 15109:45 AM 0 16 0 10 0 26 0 0 42 27 0 69 0 5 0 0 0 5 0 20 38 2 0 60 160

Total Volume 0 59 2 41 0 102 0 3 151 78 0 232 0 15 1 8 0 24 0 56 129 8 0 193 551% App. Total 0 57.8 2 40.2 0 0 1.3 65.1 33.6 0 0 62.5 4.2 33.3 0 0 29 66.8 4.1 0

PHF .000 .776 .500 .788 .000 .797 .000 .250 .899 .722 .000 .841 .000 .750 .250 .400 .000 .600 .000 .700 .787 .500 .000 .804 .861

Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 12:30 PM

12:30 PM 1 47 0 55 0 103 0 1 81 33 0 115 0 2 0 1 1 4 0 42 90 4 1 137 35912:45 PM 0 46 3 79 0 128 0 0 68 24 0 92 0 4 1 2 0 7 0 51 83 5 0 139 36601:00 PM 0 59 1 59 0 119 0 0 73 19 0 92 0 1 0 0 0 1 0 31 67 2 0 100 31201:15 PM 0 62 0 59 0 121 1 0 78 37 0 116 0 1 1 1 3 6 0 47 78 5 1 131 374

Total Volume 1 214 4 252 0 471 1 1 300 113 0 415 0 8 2 4 4 18 0 171 318 16 2 507 1411% App. Total 0.2 45.4 0.8 53.5 0 0.2 0.2 72.3 27.2 0 0 44.4 11.1 22.2 22.2 0 33.7 62.7 3.2 0.4

PHF .250 .863 .333 .797 .000 .920 .250 .250 .926 .764 .000 .894 .000 .500 .500 .500 .333 .643 .000 .838 .883 .800 .500 .912 .943

Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:15 PM

04:15 PM 0 58 11 73 0 142 0 2 71 36 0 109 0 4 0 4 0 8 0 47 97 5 0 149 40804:30 PM 0 49 5 63 0 117 1 3 107 28 0 139 0 5 0 1 0 6 0 51 97 8 0 156 41804:45 PM 0 61 7 78 0 146 0 1 62 37 0 100 0 6 1 5 1 13 0 65 92 6 0 163 42205:00 PM 0 74 6 72 0 152 0 5 58 41 0 104 0 6 0 6 1 13 0 49 96 13 0 158 427

Total Volume 0 242 29 286 0 557 1 11 298 142 0 452 0 21 1 16 2 40 0 212 382 32 0 626 1675% App. Total 0 43.4 5.2 51.3 0 0.2 2.4 65.9 31.4 0 0 52.5 2.5 40 5 0 33.9 61 5.1 0

PHF .000 .818 .659 .917 .000 .916 .250 .550 .696 .866 .000 .813 .000 .875 .250 .667 .500 .769 .000 .815 .985 .615 .000 .960 .981



D6 Spack Consulting






Hudson RdEastbound


Total 0 2 0 4 0 6 0 2 8 1 0 11 0 4 1 0 0 5 0 0 10 2 0 12 34

01:00 AM 0 1 0 0 0 1 0 0 3 1 0 4 0 0 0 0 0 0 0 0 3 0 0 3 801:15 AM 0 1 0 0 0 1 0 2 2 2 0 6 0 2 0 0 0 2 0 0 3 0 0 3 1201:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 0 1 0 0 2 1 0 3 501:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 2

Total 0 2 0 0 0 2 0 2 6 3 0 11 0 3 0 0 0 3 0 1 9 1 0 11 27

02:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 0 1 0 0 5 0 0 5 702:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 2 0 0 0 2 0 0 2 0 0 2 602:30 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 1 0 0 1 402:45 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 1 0 1 4

Total 0 0 0 0 0 0 0 0 9 0 0 9 0 3 0 0 0 3 0 0 8 1 0 9 21

03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 203:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 4 0 0 4 503:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 0 0 1 1 0 2 503:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 6 1 0 0 7 0 0 5 1 0 6 13

04:00 AM 0 0 0 1 0 1 0 0 0 1 0 1 0 1 0 0 0 1 0 0 2 0 0 2 504:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 6 0 0 6 804:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 0 1 0 0 3 0 0 3 604:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 1 0 3 4

Total 0 0 0 1 0 1 0 0 5 1 0 6 0 2 0 0 0 2 0 0 13 1 0 14 23

05:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 205:15 AM 0 0 1 0 0 1 0 0 3 1 0 4 0 3 0 0 0 3 0 1 9 0 0 10 1805:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 0 1 0 2 6 0 0 8 1105:45 AM 0 3 0 0 0 3 0 0 7 6 0 13 0 0 0 0 0 0 0 2 19 1 0 22 38

Total 0 3 1 0 0 4 0 0 14 7 0 21 0 4 0 0 0 4 0 5 34 1 0 40 69

06:00 AM 0 1 0 2 0 3 0 0 4 1 0 5 0 0 0 0 0 0 0 0 6 0 0 6 1406:15 AM 0 1 0 0 0 1 0 0 4 0 0 4 0 2 0 0 0 2 0 0 5 0 0 5 1206:30 AM 0 1 0 1 0 2 0 0 6 0 0 6 0 2 0 0 0 2 0 0 10 0 0 10 2006:45 AM 0 3 0 0 0 3 0 0 9 2 0 11 0 2 0 0 0 2 0 1 10 0 0 11 27

Total 0 6 0 3 0 9 0 0 23 3 0 26 0 6 0 0 0 6 0 1 31 0 0 32 73

07:00 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 5 0 1 1 7 0 1 8 2 0 11 2207:15 AM 0 1 0 0 0 1 1 0 8 0 0 9 0 3 0 0 0 3 0 2 4 1 0 7 2007:30 AM 0 1 0 0 0 1 0 0 8 1 0 9 0 6 0 2 0 8 0 1 13 1 0 15 33



D7 Spack Consulting






Hudson RdEastbound


Total 0 5 1 0 0 6 1 1 30 3 1 36 0 15 1 5 1 22 0 11 40 5 0 56 120

08:00 AM 0 2 1 2 0 5 0 1 11 6 0 18 0 1 1 0 0 2 0 5 14 1 0 20 4508:15 AM 0 6 1 8 0 15 0 0 28 6 0 34 0 4 0 1 1 6 0 8 18 1 0 27 8208:30 AM 0 7 2 10 0 19 0 1 20 10 0 31 0 4 0 6 0 10 0 5 20 2 0 27 8708:45 AM 0 4 1 4 0 9 0 0 41 16 0 57 0 6 0 4 0 10 0 16 28 1 0 45 121

Total 0 19 5 24 0 48 0 2 100 38 0 140 0 15 1 11 1 28 0 34 80 5 0 119 335

09:00 AM 0 10 1 16 0 27 0 2 27 11 0 40 0 11 0 0 0 11 0 20 37 4 0 61 13909:15 AM 0 9 1 13 0 23 0 1 44 17 0 62 0 3 1 1 1 6 0 19 37 4 1 61 15209:30 AM 0 16 2 21 0 39 0 1 55 19 0 75 0 9 1 2 0 12 0 17 45 0 0 62 18809:45 AM 0 22 1 24 0 47 1 4 52 25 0 82 0 4 2 2 0 8 0 32 33 3 0 68 205

Total 0 57 5 74 0 136 1 8 178 72 0 259 0 27 4 5 1 37 0 88 152 11 1 252 684

10:00 AM 0 16 0 28 0 44 0 1 50 29 0 80 0 1 0 4 0 5 0 33 54 2 0 89 21810:15 AM 0 32 2 32 0 66 0 2 69 28 0 99 0 3 2 4 0 9 1 45 60 1 0 107 28110:30 AM 1 40 1 52 0 94 0 1 56 24 0 81 0 3 0 0 0 3 0 43 64 2 0 109 28710:45 AM 0 41 1 44 0 86 0 1 88 45 0 134 0 5 2 2 0 9 0 55 92 1 0 148 377

Total 1 129 4 156 0 290 0 5 263 126 0 394 0 12 4 10 0 26 1 176 270 6 0 453 1163

11:00 AM 0 39 1 75 0 115 0 1 86 40 0 127 0 6 1 2 1 10 1 65 91 3 0 160 41211:15 AM 0 42 5 79 0 126 0 1 84 52 0 137 0 6 0 2 0 8 0 59 81 2 0 142 41311:30 AM 0 57 3 76 0 136 0 3 85 45 0 133 0 5 2 3 0 10 0 61 79 4 0 144 42311:45 AM 0 50 2 89 0 141 1 2 113 51 0 167 0 4 1 4 0 9 0 63 100 4 0 167 484

Total 0 188 11 319 0 518 1 7 368 188 0 564 0 21 4 11 1 37 1 248 351 13 0 613 1732

12:00 PM 0 63 3 95 0 161 0 2 101 39 0 142 0 7 1 0 0 8 0 76 104 5 0 185 49612:15 PM 1 61 1 92 0 155 0 1 104 44 0 149 0 5 2 1 0 8 0 65 93 3 0 161 47312:30 PM 0 59 0 78 0 137 0 1 135 60 0 196 0 4 3 2 0 9 0 70 103 6 0 179 52112:45 PM 0 68 2 86 0 156 1 2 101 49 1 154 0 3 2 5 0 10 0 58 112 3 0 173 493

Total 1 251 6 351 0 609 1 6 441 192 1 641 0 19 8 8 0 35 0 269 412 17 0 698 1983

01:00 PM 0 84 3 98 0 185 0 3 112 65 0 180 0 1 2 2 0 5 0 79 106 1 0 186 55601:15 PM 1 78 5 81 0 165 0 2 109 56 0 167 0 6 1 5 0 12 0 85 98 3 0 186 53001:30 PM 0 69 2 82 0 153 1 5 85 36 0 127 0 4 0 5 0 9 0 80 115 3 0 198 48701:45 PM 0 83 4 115 0 202 0 3 97 72 0 172 0 5 1 3 0 9 0 78 122 3 0 203 586

Total 1 314 14 376 0 705 1 13 403 229 0 646 0 16 4 15 0 35 0 322 441 10 0 773 2159

02:00 PM 0 77 3 114 0 194 0 2 100 54 0 156 0 10 2 4 0 16 1 78 117 4 0 200 56602:15 PM 0 74 4 100 0 178 0 4 100 50 0 154 0 2 1 2 0 5 1 67 110 4 0 182 51902:30 PM 1 100 3 117 0 221 0 6 95 48 0 149 0 9 1 2 0 12 0 79 88 7 0 174 55602:45 PM 0 82 3 119 0 204 0 1 116 41 0 158 0 3 1 1 0 5 0 69 120 8 0 197 564

Total 1 333 13 450 0 797 0 13 411 193 0 617 0 24 5 9 0 38 2 293 435 23 0 753 2205



D8 Spack Consulting






Hudson RdEastbound


Total 0 332 12 368 0 712 1 8 385 183 0 577 0 10 8 8 2 28 0 246 413 14 2 675 1992

04:00 PM 0 70 0 94 0 164 0 3 92 47 0 142 0 5 1 0 1 7 1 60 78 1 0 140 45304:15 PM 0 64 8 97 0 169 0 1 68 39 0 108 0 7 2 2 0 11 0 60 98 2 0 160 44804:30 PM 0 78 7 99 0 184 0 1 90 44 0 135 0 5 3 0 0 8 0 74 76 2 0 152 47904:45 PM 0 70 2 74 0 146 0 0 86 31 0 117 0 4 0 0 0 4 0 57 87 7 0 151 418

Total 0 282 17 364 0 663 0 5 336 161 0 502 0 21 6 2 1 30 1 251 339 12 0 603 1798

05:00 PM 0 71 3 78 0 152 1 3 54 37 0 95 0 3 0 1 0 4 0 54 74 8 0 136 38705:15 PM 0 61 0 79 0 140 0 1 100 37 0 138 0 5 1 3 0 9 0 55 75 4 0 134 42105:30 PM 0 40 1 64 0 105 0 2 79 37 0 118 0 4 1 2 0 7 0 51 75 7 0 133 36305:45 PM 0 56 4 85 0 145 1 1 55 32 0 89 0 6 1 3 0 10 1 49 63 4 0 117 361

Total 0 228 8 306 0 542 2 7 288 143 0 440 0 18 3 9 0 30 1 209 287 23 0 520 1532

06:00 PM 0 49 3 60 0 112 0 5 68 22 0 95 0 4 2 0 0 6 0 40 59 5 0 104 31706:15 PM 0 51 3 63 0 117 0 2 59 31 0 92 0 5 0 2 0 7 0 27 52 2 0 81 29706:30 PM 0 30 2 56 0 88 0 1 53 21 0 75 0 7 3 3 0 13 2 26 47 8 0 83 25906:45 PM 0 46 4 43 0 93 1 0 52 20 0 73 0 7 2 0 0 9 0 34 39 9 0 82 257

Total 0 176 12 222 0 410 1 8 232 94 0 335 0 23 7 5 0 35 2 127 197 24 0 350 1130

07:00 PM 0 32 0 52 0 84 0 1 42 17 0 60 0 5 1 0 0 6 0 20 50 4 0 74 22407:15 PM 0 32 2 43 0 77 0 1 56 22 0 79 0 2 0 3 0 5 0 25 35 2 0 62 22307:30 PM 0 31 3 44 0 78 0 1 53 10 0 64 0 1 0 1 0 2 0 13 38 4 0 55 19907:45 PM 0 24 2 46 0 72 0 3 36 12 0 51 0 1 1 0 0 2 2 7 29 1 0 39 164

Total 0 119 7 185 0 311 0 6 187 61 0 254 0 9 2 4 0 15 2 65 152 11 0 230 810

08:00 PM 0 33 5 34 0 72 0 1 31 9 0 41 0 3 1 1 0 5 0 13 24 4 0 41 15908:15 PM 0 43 3 48 0 94 0 0 27 6 0 33 0 4 0 1 0 5 0 8 25 4 0 37 16908:30 PM 0 27 2 43 0 72 0 3 24 2 0 29 0 2 0 0 0 2 0 9 22 10 0 41 14408:45 PM 0 21 3 24 0 48 0 0 19 2 0 21 0 1 0 0 0 1 0 5 23 0 0 28 98

Total 0 124 13 149 0 286 0 4 101 19 0 124 0 10 1 2 0 13 0 35 94 18 0 147 570

09:00 PM 0 8 2 20 0 30 0 1 13 2 0 16 0 2 0 2 0 4 0 4 25 6 0 35 8509:15 PM 0 11 2 12 0 25 0 0 16 0 0 16 0 1 0 1 0 2 0 2 29 3 0 34 7709:30 PM 0 10 4 11 0 25 0 1 12 1 0 14 0 2 0 0 0 2 0 1 25 3 0 29 7009:45 PM 0 4 4 14 0 22 0 1 15 1 0 17 0 1 0 0 0 1 0 1 16 3 0 20 60

Total 0 33 12 57 0 102 0 3 56 4 0 63 0 6 0 3 0 9 0 8 95 15 0 118 292

10:00 PM 0 10 0 13 0 23 0 1 7 0 0 8 0 3 0 3 0 6 0 0 17 3 0 20 5710:15 PM 0 7 1 14 0 22 0 2 8 0 0 10 0 2 0 2 0 4 0 0 10 3 0 13 4910:30 PM 0 5 3 7 1 16 0 0 7 0 0 7 0 3 0 0 0 3 0 1 12 0 0 13 39



D9 Spack Consulting






Hudson RdEastbound


Total 0 24 6 40 1 71 0 4 33 0 0 37 0 9 0 5 0 14 0 1 49 8 0 58 180

11:00 PM 0 3 1 8 0 12 0 1 13 1 0 15 0 0 0 0 0 0 0 0 12 1 0 13 4011:15 PM 0 0 0 6 0 6 0 0 4 0 0 4 0 2 0 1 0 3 0 0 4 1 0 5 1811:30 PM 0 2 0 3 0 5 0 0 5 0 0 5 0 0 0 0 0 0 0 0 3 1 0 4 1411:45 PM 0 0 1 0 0 1 0 0 3 0 0 3 0 2 0 0 0 2 0 1 6 1 0 8 14

Total 0 5 2 17 0 24 0 1 25 1 0 27 0 4 0 1 0 5 0 1 25 4 0 30 86

Grand Total 4 2632 149 3466 1 6252 9 105 3902 1722 2 5740 0 287 60 113 7 467 10 2391 3942 226 3 6572 19031Apprch % 0.1 42.1 2.4 55.4 0 0.2 1.8 68 30 0 0 61.5 12.8 24.2 1.5 0.2 36.4 60 3.4 0

Total % 0 13.8 0.8 18.2 0 32.9 0 0.6 20.5 9 0 30.2 0 1.5 0.3 0.6 0 2.5 0.1 12.6 20.7 1.2 0 34.5Cars + 4 2624 149 3462 1 6240 9 105 3890 1718 2 5724 0 287 60 110 7 464 10 2385 3920 226 3 6544 18972

% Cars + 100 99.7 100 99.9 100 99.8 100 100 99.7 99.8 100 99.7 0 100 100 97.3 100 99.4 100 99.7 99.4 100 100 99.6 99.7Trucks 0 8 0 4 0 12 0 0 12 4 0 16 0 0 0 3 0 3 0 6 22 0 0 28 59

% Trucks 0 0.3 0 0.1 0 0.2 0 0 0.3 0.2 0 0.3 0 0 0 2.7 0 0.6 0 0.3 0.6 0 0 0.4 0.3



D10 Spack Consulting



Woodbury Lakes Rd

Hud

son

Rd

Hudson R

d

Pendryn Hill Curve

Right

3462 4

3466 Thru

149 0

149 Left

2624 8

2632 UTrn

4 0 4

Peds

1 0 1

InOut Total4163 6240 10403

10 12 22 4173 10425 6252

Out4 0 4 In0 0 0 Total4 0 4

Right

1718 4 1722

Thru

3890 12

3902 Left

105 0 105

UTrn 9 0 9

Peds 2 0 2

Out

TotalIn

6654 5724

12378 33

16 49

6687 12427

5740

Out

9 0

9 In

0 0

0 Tota

l

9 0

9 UTrn0 0 0

Left287

0 287

Thru60 0

60

Right110

3 113

Peds7 0 7

Out TotalIn

480 464 944 0 3 3

480 947 467

Out

0 0 0

In

0 0 0

Total

0 0 0

UTr

n10 0 10

Left

2385

6 23

91

Thru

3920

22

39

42

Rig

ht226 0

226

Peds

3 0 3

Tota

lO

utIn

7639

65

44

1418

3 16

28

44

76

55

1422

7 65

72

Out10

0 10

In 0 0

0

Total

10 0 10

1/7/2017 12:00 AM1/7/2017 11:45 PM Cars +Trucks

North







Hudson RdWestbound


Hudson RdEastbound


09:00 AM 0 10 1 16 0 27 0 2 27 11 0 40 0 11 0 0 0 11 0 20 37 4 0 61 13909:15 AM 0 9 1 13 0 23 0 1 44 17 0 62 0 3 1 1 1 6 0 19 37 4 1 61 15209:30 AM 0 16 2 21 0 39 0 1 55 19 0 75 0 9 1 2 0 12 0 17 45 0 0 62 18809:45 AM 0 22 1 24 0 47 1 4 52 25 0 82 0 4 2 2 0 8 0 32 33 3 0 68 205

Total Volume 0 57 5 74 0 136 1 8 178 72 0 259 0 27 4 5 1 37 0 88 152 11 1 252 684% App. Total 0 41.9 3.7 54.4 0 0.4 3.1 68.7 27.8 0 0 73 10.8 13.5 2.7 0 34.9 60.3 4.4 0.4

PHF .000 .648 .625 .771 .000 .723 .250 .500 .809 .720 .000 .790 .000 .614 .500 .625 .250 .771 .000 .688 .844 .688 .250 .926 .834


01:00 PM 0 84 3 98 0 185 0 3 112 65 0 180 0 1 2 2 0 5 0 79 106 1 0 186 55601:15 PM 1 78 5 81 0 165 0 2 109 56 0 167 0 6 1 5 0 12 0 85 98 3 0 186 53001:30 PM 0 69 2 82 0 153 1 5 85 36 0 127 0 4 0 5 0 9 0 80 115 3 0 198 48701:45 PM 0 83 4 115 0 202 0 3 97 72 0 172 0 5 1 3 0 9 0 78 122 3 0 203 586

Total Volume 1 314 14 376 0 705 1 13 403 229 0 646 0 16 4 15 0 35 0 322 441 10 0 773 2159% App. Total 0.1 44.5 2 53.3 0 0.2 2 62.4 35.4 0 0 45.7 11.4 42.9 0 0 41.7 57.1 1.3 0

PHF .250 .935 .700 .817 .000 .873 .250 .650 .900 .795 .000 .897 .000 .667 .500 .750 .000 .729 .000 .947 .904 .833 .000 .952 .921


02:00 PM 0 77 3 114 0 194 0 2 100 54 0 156 0 10 2 4 0 16 1 78 117 4 0 200 56602:15 PM 0 74 4 100 0 178 0 4 100 50 0 154 0 2 1 2 0 5 1 67 110 4 0 182 51902:30 PM 1 100 3 117 0 221 0 6 95 48 0 149 0 9 1 2 0 12 0 79 88 7 0 174 55602:45 PM 0 82 3 119 0 204 0 1 116 41 0 158 0 3 1 1 0 5 0 69 120 8 0 197 564

Total Volume 1 333 13 450 0 797 0 13 411 193 0 617 0 24 5 9 0 38 2 293 435 23 0 753 2205% App. Total 0.1 41.8 1.6 56.5 0 0 2.1 66.6 31.3 0 0 63.2 13.2 23.7 0 0.3 38.9 57.8 3.1 0

PHF .250 .833 .813 .945 .000 .902 .000 .542 .886 .894 .000 .976 .000 .600 .625 .563 .000 .594 .500 .927 .906 .719 .000 .941 .974




File Name : 2 - Hudson Rd & Troon Ct, 1-6-17Site Code : 2Start Date : 1/6/2017Page No : 1

Hudson Rd & Troon CtWoodbury, MN

Groups Printed- Cars + - Trucks


Troon CtNorthbound

Hudson RdEastbound


Total 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 0 0 9 0 0 9 16

01:00 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 4 0 0 4 701:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 101:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 101:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2

Total 0 0 0 0 0 0 0 0 3 0 0 3 0 1 0 0 0 1 0 0 7 0 0 7 11

02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 202:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 202:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1

Total 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 4 0 0 4 5

03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 003:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 103:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 303:45 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 1 0 0 1 0 0 1 3

Total 0 0 0 0 0 0 0 1 2 0 0 3 0 0 0 1 0 1 0 0 3 0 0 3 7

04:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 304:15 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 1 0 0 0 1 0 0 3 0 0 3 804:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 3 0 0 3 404:45 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 1 0 0 0 1 0 0 6 0 0 6 11

Total 0 0 0 0 0 0 0 0 10 0 0 10 0 2 0 0 0 2 0 0 14 0 0 14 26

05:00 AM 0 0 0 0 0 0 0 0 6 0 0 6 0 2 0 0 0 2 0 0 5 0 0 5 1305:15 AM 0 0 0 0 0 0 0 0 7 0 0 7 0 2 0 0 0 2 0 0 7 0 0 7 1605:30 AM 0 0 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 0 0 0 13 0 0 13 2105:45 AM 0 0 0 0 0 0 0 1 17 0 0 18 0 1 0 0 0 1 0 0 14 0 0 14 33

Total 0 0 0 0 0 0 0 1 38 0 0 39 0 5 0 0 0 5 0 0 39 0 0 39 83

06:00 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 3 0 0 0 3 0 0 11 0 0 11 1806:15 AM 0 0 0 0 0 0 0 0 14 0 0 14 0 0 0 0 0 0 0 0 16 0 0 16 3006:30 AM 0 0 0 0 0 0 0 0 17 0 0 17 0 3 0 0 0 3 0 0 9 0 0 9 2906:45 AM 0 0 0 0 0 0 0 0 25 0 0 25 0 1 0 0 0 1 0 0 23 0 0 23 49

Total 0 0 0 0 0 0 0 0 60 0 0 60 0 7 0 0 0 7 0 0 59 0 0 59 126

07:00 AM 0 0 0 0 0 0 0 0 21 0 0 21 0 0 0 0 0 0 0 0 13 0 0 13 3407:15 AM 0 0 0 0 0 0 0 0 17 0 0 17 0 9 0 0 0 9 0 0 21 1 0 22 4807:30 AM 0 0 0 0 0 0 0 1 33 0 0 34 0 6 0 2 1 9 0 0 15 0 0 15 58








Troon CtNorthbound

Hudson RdEastbound


Total 0 0 0 0 0 0 0 3 112 0 0 115 0 21 0 3 1 25 0 0 67 1 0 68 208

08:00 AM 0 0 0 0 0 0 0 0 34 0 0 34 0 4 0 1 0 5 0 0 33 0 0 33 7208:15 AM 0 0 0 0 0 0 0 0 33 0 0 33 0 2 0 0 0 2 0 0 31 0 0 31 6608:30 AM 0 0 0 0 0 0 0 0 36 0 0 36 0 0 0 0 0 0 0 0 21 0 0 21 5708:45 AM 0 0 0 0 0 0 0 0 40 0 0 40 0 1 0 3 1 5 0 0 30 0 0 30 75

Total 0 0 0 0 0 0 0 0 143 0 0 143 0 7 0 4 1 12 0 0 115 0 0 115 270

09:00 AM 0 0 0 0 0 0 0 1 46 0 0 47 0 1 0 1 0 2 0 0 37 0 0 37 8609:15 AM 0 0 0 0 0 0 0 1 49 0 0 50 0 1 0 1 0 2 1 0 43 1 0 45 9709:30 AM 0 0 0 0 0 0 0 1 63 0 0 64 0 2 0 0 0 2 0 0 59 1 0 60 12609:45 AM 0 0 0 0 0 0 0 1 67 0 0 68 0 3 0 2 0 5 0 0 54 0 0 54 127

Total 0 0 0 0 0 0 0 4 225 0 0 229 0 7 0 4 0 11 1 0 193 2 0 196 436

10:00 AM 0 0 0 0 0 0 0 0 52 0 0 52 0 0 0 3 0 3 0 0 59 0 0 59 11410:15 AM 0 0 0 0 0 0 0 1 66 0 0 67 0 0 0 0 0 0 0 0 74 0 0 74 14110:30 AM 0 0 0 0 0 0 0 0 63 0 0 63 0 4 0 0 0 4 0 0 78 0 0 78 14510:45 AM 0 0 0 0 0 0 0 0 85 0 0 85 0 0 0 1 0 1 0 0 71 2 0 73 159

Total 0 0 0 0 0 0 0 1 266 0 0 267 0 4 0 4 0 8 0 0 282 2 0 284 559

11:00 AM 0 0 0 0 0 0 1 0 76 0 0 77 0 1 0 0 0 1 0 0 81 0 0 81 15911:15 AM 0 0 0 0 0 0 0 0 77 0 0 77 0 2 0 0 0 2 0 0 96 1 0 97 17611:30 AM 0 0 0 0 0 0 1 0 79 0 0 80 0 0 0 1 0 1 0 0 102 0 0 102 18311:45 AM 0 0 0 0 0 0 0 1 81 0 0 82 0 0 0 0 0 0 0 0 112 1 0 113 195

Total 0 0 0 0 0 0 2 1 313 0 0 316 0 3 0 1 0 4 0 0 391 2 0 393 713

12:00 PM 0 0 0 0 0 0 0 0 73 0 0 73 0 1 0 1 0 2 0 0 110 1 0 111 18612:15 PM 0 0 0 0 0 0 0 2 109 0 0 111 0 0 0 0 0 0 1 0 105 2 0 108 21912:30 PM 0 0 0 0 0 0 0 1 113 0 0 114 0 1 0 1 0 2 0 0 137 2 0 139 25512:45 PM 0 0 0 0 0 0 0 1 94 0 0 95 0 2 0 1 0 3 0 0 130 3 0 133 231

Total 0 0 0 0 0 0 0 4 389 0 0 393 0 4 0 3 0 7 1 0 482 8 0 491 891

01:00 PM 0 0 0 0 0 0 0 0 91 0 0 91 0 2 0 0 1 3 0 0 122 0 0 122 21601:15 PM 0 0 0 0 0 0 0 2 119 0 0 121 0 1 0 0 1 2 0 0 137 7 0 144 26701:30 PM 0 0 0 0 0 0 0 1 88 0 0 89 0 2 0 0 0 2 0 0 115 0 0 115 20601:45 PM 0 0 0 0 0 0 0 1 103 0 0 104 0 0 0 0 0 0 0 0 120 1 0 121 225

Total 0 0 0 0 0 0 0 4 401 0 0 405 0 5 0 0 2 7 0 0 494 8 0 502 914

02:00 PM 0 0 0 0 0 0 1 0 111 0 0 112 0 0 0 0 0 0 0 0 129 1 0 130 24202:15 PM 0 0 0 0 0 0 0 0 91 0 0 91 0 0 0 1 0 1 1 0 122 1 0 124 21602:30 PM 0 0 0 0 0 0 0 1 86 0 0 87 0 2 0 0 1 3 0 0 128 0 0 128 21802:45 PM 0 0 0 0 0 0 0 0 107 0 0 107 0 2 0 0 0 2 0 0 117 3 0 120 229

Total 0 0 0 0 0 0 1 1 395 0 0 397 0 4 0 1 1 6 1 0 496 5 0 502 905








Troon CtNorthbound

Hudson RdEastbound


Total 0 0 0 0 0 0 2 2 370 0 0 374 0 4 0 2 0 6 0 0 542 6 0 548 928

04:00 PM 0 0 0 0 0 0 0 0 97 0 0 97 0 2 0 0 0 2 1 0 141 5 0 147 24604:15 PM 0 0 0 0 0 0 0 1 116 0 0 117 0 1 0 1 0 2 0 0 159 1 0 160 27904:30 PM 0 0 0 0 0 0 0 1 136 0 0 137 0 1 0 0 0 1 0 0 147 2 0 149 28704:45 PM 0 0 0 0 0 0 0 0 98 0 0 98 0 2 0 1 0 3 0 0 151 3 0 154 255

Total 0 0 0 0 0 0 0 2 447 0 0 449 0 6 0 2 0 8 1 0 598 11 0 610 1067

05:00 PM 0 0 0 0 0 0 1 2 105 0 0 108 0 3 0 1 0 4 0 0 168 5 0 173 28505:15 PM 0 0 0 0 0 0 0 0 108 0 0 108 0 1 0 2 0 3 0 0 136 4 0 140 25105:30 PM 0 0 0 0 0 0 0 0 109 0 0 109 0 3 0 0 0 3 0 0 158 7 0 165 27705:45 PM 0 0 0 0 0 0 0 2 104 0 0 106 0 0 0 0 0 0 0 0 118 2 0 120 226

Total 0 0 0 0 0 0 1 4 426 0 0 431 0 7 0 3 0 10 0 0 580 18 0 598 1039

06:00 PM 0 0 0 0 0 0 0 1 121 0 0 122 0 0 0 2 0 2 0 0 117 5 0 122 24606:15 PM 0 0 0 0 0 0 0 2 106 0 0 108 0 0 0 0 0 0 0 0 125 2 0 127 23506:30 PM 0 0 0 0 0 0 0 1 86 0 0 87 0 3 0 3 0 6 0 0 110 7 0 117 21006:45 PM 0 0 0 0 0 0 0 1 77 0 0 78 0 2 0 1 0 3 0 0 118 1 0 119 200

Total 0 0 0 0 0 0 0 5 390 0 0 395 0 5 0 6 0 11 0 0 470 15 0 485 891

07:00 PM 0 0 0 0 0 0 0 0 73 0 0 73 0 1 0 3 0 4 0 0 99 4 0 103 18007:15 PM 0 0 0 0 0 0 0 0 73 0 0 73 0 2 0 0 0 2 0 0 80 1 0 81 15607:30 PM 0 0 0 0 0 0 0 4 65 0 0 69 0 0 0 1 0 1 0 0 85 1 0 86 15607:45 PM 0 0 0 0 0 0 0 1 45 0 0 46 0 0 0 2 0 2 0 0 99 2 0 101 149

Total 0 0 0 0 0 0 0 5 256 0 0 261 0 3 0 6 0 9 0 0 363 8 0 371 641

08:00 PM 0 0 0 0 0 0 0 1 49 0 0 50 0 3 0 2 0 5 1 0 87 1 0 89 14408:15 PM 0 0 0 0 0 0 1 1 42 0 0 44 0 0 0 0 0 0 0 0 60 2 0 62 10608:30 PM 0 0 0 0 0 0 0 2 33 0 0 35 0 2 0 1 0 3 0 0 55 1 0 56 9408:45 PM 0 0 0 0 0 0 0 2 24 0 0 26 0 0 0 0 0 0 0 0 47 1 0 48 74

Total 0 0 0 0 0 0 1 6 148 0 0 155 0 5 0 3 0 8 1 0 249 5 0 255 418

09:00 PM 0 0 0 0 0 0 0 0 18 0 0 18 0 0 0 0 0 0 0 0 39 0 0 39 5709:15 PM 0 0 0 0 0 0 0 1 8 0 0 9 0 1 0 0 0 1 0 0 33 1 0 34 4409:30 PM 0 0 0 0 0 0 0 0 21 0 0 21 0 0 0 0 0 0 0 0 27 0 0 27 4809:45 PM 0 0 0 0 0 0 0 3 19 0 0 22 0 0 0 0 0 0 0 0 28 2 0 30 52

Total 0 0 0 0 0 0 0 4 66 0 0 70 0 1 0 0 0 1 0 0 127 3 0 130 201

10:00 PM 0 0 0 0 0 0 0 0 21 0 0 21 0 0 0 1 0 1 0 0 20 0 0 20 4210:15 PM 0 0 0 0 0 0 0 1 17 0 0 18 0 0 0 2 0 2 0 0 21 1 0 22 4210:30 PM 0 0 0 0 0 0 0 1 16 0 0 17 0 0 0 1 0 1 0 0 13 0 0 13 31








Troon CtNorthbound

Hudson RdEastbound


Total 0 0 0 0 0 0 0 2 66 0 0 68 0 1 0 4 0 5 0 0 65 1 0 66 139

11:00 PM 0 0 0 0 0 0 0 2 10 0 0 12 0 0 0 0 0 0 0 0 12 1 0 13 2511:15 PM 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 1 0 1 0 0 8 1 0 9 1711:30 PM 0 0 0 0 0 0 0 0 14 0 0 14 0 0 0 0 0 0 0 0 3 0 0 3 1711:45 PM 0 0 0 0 0 0 0 0 4 0 0 4 0 1 0 0 0 1 0 0 3 0 0 3 8

Total 0 0 0 0 0 0 0 2 35 0 0 37 0 1 0 1 0 2 0 0 26 2 0 28 67

Grand Total 0 0 0 0 0 0 7 52 4569 0 0 4628 0 103 0 48 5 156 5 0 5675 97 0 5777 10561Apprch % 0 0 0 0 0 0.2 1.1 98.7 0 0 0 66 0 30.8 3.2 0.1 0 98.2 1.7 0

Total % 0 0 0 0 0 0 0.1 0.5 43.3 0 0 43.8 0 1 0 0.5 0 1.5 0 0 53.7 0.9 0 54.7Cars + 0 0 0 0 0 0 7 52 4535 0 0 4594 0 103 0 48 5 156 5 0 5633 97 0 5735 10485

% Cars + 0 0 0 0 0 0 100 100 99.3 0 0 99.3 0 100 0 100 100 100 100 0 99.3 100 0 99.3 99.3Trucks 0 0 0 0 0 0 0 0 34 0 0 34 0 0 0 0 0 0 0 0 42 0 0 42 76

% Trucks 0 0 0 0 0 0 0 0 0.7 0 0 0.7 0 0 0 0 0 0 0 0 0.7 0 0 0.7 0.7






Hud

son

Rd

Hudson R

d

Troon Ct

Right

0 0 0

Thru

0 0 0

Left

0 0 0

UTrn

0 0 0

Peds

0 0 0

InOut Total0 0 0 0 0 0 0 0 0

Out0 0 0 In0 0 0 Total0 0 0

Right 0 0 0

Thru

4535 34

4569 Left 52 0

52 U

Trn 7 0 7 Peds 0 0 0

Out

TotalIn

5681 4594

10275 42

34 76

5723 10351

4628

Out

7 0

7 In

0 0

0 Tota

l

7 0

7 UTrn0 0 0

Left103

0 103

Thru0 0 0

Right48 0

48

Peds5 0 5

Out TotalIn

149 156 305 0 0 0

149 305 156

Out

0 0 0

In

0 0 0

Total

0 0 0

UTr

n5 0 5 Le

ft0 0 0 Th

ru

5633

42

56

75

Rig

ht97 0 97

Peds

0 0 0

Tota

lO

utIn

4638

57

35

1037

3 34

42

76

46

72

1044

9 57

77

Out5

0 5

In 0 0

0

Total5

0 5

1/6/2017 12:00 AM1/6/2017 11:45 PM Cars +Trucks

North







Troon CtNorthbound

Hudson RdEastbound


09:00 AM 0 0 0 0 0 0 0 1 46 0 0 47 0 1 0 1 0 2 0 0 37 0 0 37 8609:15 AM 0 0 0 0 0 0 0 1 49 0 0 50 0 1 0 1 0 2 1 0 43 1 0 45 9709:30 AM 0 0 0 0 0 0 0 1 63 0 0 64 0 2 0 0 0 2 0 0 59 1 0 60 12609:45 AM 0 0 0 0 0 0 0 1 67 0 0 68 0 3 0 2 0 5 0 0 54 0 0 54 127

Total Volume 0 0 0 0 0 0 0 4 225 0 0 229 0 7 0 4 0 11 1 0 193 2 0 196 436% App. Total 0 0 0 0 0 0 1.7 98.3 0 0 0 63.6 0 36.4 0 0.5 0 98.5 1 0

PHF .000 .000 .000 .000 .000 .000 .000 1.00 .840 .000 .000 .842 .000 .583 .000 .500 .000 .550 .250 .000 .818 .500 .000 .817 .858


12:30 PM 0 0 0 0 0 0 0 1 113 0 0 114 0 1 0 1 0 2 0 0 137 2 0 139 25512:45 PM 0 0 0 0 0 0 0 1 94 0 0 95 0 2 0 1 0 3 0 0 130 3 0 133 23101:00 PM 0 0 0 0 0 0 0 0 91 0 0 91 0 2 0 0 1 3 0 0 122 0 0 122 21601:15 PM 0 0 0 0 0 0 0 2 119 0 0 121 0 1 0 0 1 2 0 0 137 7 0 144 267

Total Volume 0 0 0 0 0 0 0 4 417 0 0 421 0 6 0 2 2 10 0 0 526 12 0 538 969% App. Total 0 0 0 0 0 0 1 99 0 0 0 60 0 20 20 0 0 97.8 2.2 0

PHF .000 .000 .000 .000 .000 .000 .000 .500 .876 .000 .000 .870 .000 .750 .000 .500 .500 .833 .000 .000 .960 .429 .000 .934 .907


04:15 PM 0 0 0 0 0 0 0 1 116 0 0 117 0 1 0 1 0 2 0 0 159 1 0 160 27904:30 PM 0 0 0 0 0 0 0 1 136 0 0 137 0 1 0 0 0 1 0 0 147 2 0 149 28704:45 PM 0 0 0 0 0 0 0 0 98 0 0 98 0 2 0 1 0 3 0 0 151 3 0 154 25505:00 PM 0 0 0 0 0 0 1 2 105 0 0 108 0 3 0 1 0 4 0 0 168 5 0 173 285

Total Volume 0 0 0 0 0 0 1 4 455 0 0 460 0 7 0 3 0 10 0 0 625 11 0 636 1106% App. Total 0 0 0 0 0 0.2 0.9 98.9 0 0 0 70 0 30 0 0 0 98.3 1.7 0

PHF .000 .000 .000 .000 .000 .000 .250 .500 .836 .000 .000 .839 .000 .583 .000 .750 .000 .625 .000 .000 .930 .550 .000 .919 .963








Troon CtNorthbound

Hudson RdEastbound


Total 0 0 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 0 0 0 12 0 0 12 20

01:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 0 1 1 0 4 601:15 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 5 0 0 5 901:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 301:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1

Total 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 2 0 9 1 0 12 19

02:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 202:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 0 0 2 402:30 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 1 0 0 1 402:45 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2

Total 0 0 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 0 0 0 4 0 0 4 12

03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 003:15 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 1 0 0 4 0 0 4 603:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 103:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 1 0 0 5 0 0 5 7

04:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 304:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 0 1 0 0 7 0 0 7 904:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 0 1 0 0 3 0 0 3 604:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 3

Total 0 0 0 0 0 0 0 0 5 0 0 5 0 2 0 0 0 2 0 0 14 0 0 14 21

05:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 205:15 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 1 0 0 0 1 0 0 9 0 0 9 1305:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 7 0 0 7 905:45 AM 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 0 0 0 22 0 0 22 35

Total 0 0 0 0 0 0 0 0 20 0 0 20 0 1 0 0 0 1 0 0 38 0 0 38 59

06:00 AM 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 7 0 0 7 1206:15 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 6 0 0 6 1006:30 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 3 0 0 0 3 0 0 11 0 0 11 1706:45 AM 0 0 0 0 0 0 0 0 9 0 0 9 0 6 0 1 0 7 0 0 13 0 0 13 29

Total 0 0 0 0 0 0 0 0 21 0 0 21 0 9 0 1 0 10 0 0 37 0 0 37 68

07:00 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 1 0 1 0 0 8 0 0 8 1207:15 AM 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 0 0 0 7 0 0 7 1607:30 AM 0 0 0 0 0 0 0 0 8 0 0 8 0 1 0 1 0 2 0 0 14 2 0 16 26








Troon CtNorthbound

Hudson RdEastbound


Total 0 0 0 0 0 0 0 1 33 0 0 34 0 2 0 4 0 6 0 0 48 2 0 50 90

08:00 AM 0 0 0 0 0 0 0 1 17 0 0 18 0 1 0 1 1 3 0 0 16 0 0 16 3708:15 AM 0 0 0 0 0 0 0 0 33 0 0 33 0 2 0 0 0 2 0 0 25 0 0 25 6008:30 AM 0 0 0 0 0 0 0 0 33 0 0 33 0 0 0 0 0 0 0 0 33 0 0 33 6608:45 AM 0 0 0 0 0 0 0 0 52 0 0 52 0 2 0 0 0 2 0 0 33 2 0 35 89

Total 0 0 0 0 0 0 0 1 135 0 0 136 0 5 0 1 1 7 0 0 107 2 0 109 252

09:00 AM 0 0 0 0 0 0 0 0 41 0 0 41 0 1 0 2 0 3 0 0 45 1 0 46 9009:15 AM 0 0 0 0 0 0 0 1 59 0 0 60 0 1 0 0 1 2 0 0 48 0 0 48 11009:30 AM 0 0 0 0 0 0 0 0 74 0 0 74 0 1 0 0 0 1 0 0 60 0 0 60 13509:45 AM 0 0 0 0 0 0 0 1 77 0 0 78 0 3 0 1 0 4 1 0 58 0 0 59 141

Total 0 0 0 0 0 0 0 2 251 0 0 253 0 6 0 3 1 10 1 0 211 1 0 213 476

10:00 AM 0 0 0 0 0 0 0 0 80 0 0 80 0 2 0 1 0 3 0 0 72 0 0 72 15510:15 AM 0 0 0 0 0 0 0 1 96 0 0 97 0 2 0 0 0 2 0 0 98 0 0 98 19710:30 AM 0 0 0 0 0 0 0 1 81 0 0 82 0 0 0 0 0 0 0 0 101 1 0 102 18410:45 AM 0 0 0 0 0 0 0 0 135 0 0 135 0 2 0 2 0 4 0 0 138 1 0 139 278

Total 0 0 0 0 0 0 0 2 392 0 0 394 0 6 0 3 0 9 0 0 409 2 0 411 814

11:00 AM 0 0 0 0 0 0 0 1 120 0 0 121 0 2 0 2 0 4 0 0 123 5 0 128 25311:15 AM 0 0 0 0 0 0 0 1 140 0 0 141 0 2 0 0 0 2 0 0 127 1 0 128 27111:30 AM 0 0 0 0 0 0 0 1 127 0 0 128 0 2 0 1 0 3 0 0 137 3 0 140 27111:45 AM 0 0 0 0 0 0 0 0 163 0 0 163 0 1 0 3 0 4 1 0 147 2 0 150 317

Total 0 0 0 0 0 0 0 3 550 0 0 553 0 7 0 6 0 13 1 0 534 11 0 546 1112

12:00 PM 0 0 0 0 0 0 1 2 151 0 0 154 0 2 0 4 0 6 0 0 161 2 0 163 32312:15 PM 0 0 0 0 0 0 0 0 139 0 0 139 0 2 0 2 0 4 0 0 157 1 0 158 30112:30 PM 0 0 0 0 0 0 0 0 194 0 0 194 0 3 0 2 0 5 0 0 161 2 0 163 36212:45 PM 0 0 0 0 0 0 0 3 146 0 0 149 0 0 0 1 0 1 1 0 183 2 0 186 336

Total 0 0 0 0 0 0 1 5 630 0 0 636 0 7 0 9 0 16 1 0 662 7 0 670 1322

01:00 PM 0 0 0 0 0 0 0 2 182 0 0 184 0 1 0 4 0 5 0 0 186 4 0 190 37901:15 PM 0 0 0 0 0 0 0 5 166 0 0 171 0 2 0 1 0 3 0 0 180 3 0 183 35701:30 PM 0 0 0 0 0 0 0 0 126 0 0 126 0 1 0 1 0 2 0 0 188 2 0 190 31801:45 PM 0 0 0 0 0 0 0 1 168 0 0 169 0 1 0 1 0 2 0 0 208 0 0 208 379

Total 0 0 0 0 0 0 0 8 642 0 0 650 0 5 0 7 0 12 0 0 762 9 0 771 1433

02:00 PM 0 0 0 0 0 0 0 1 163 0 0 164 0 3 0 3 0 6 0 0 192 0 0 192 36202:15 PM 0 0 0 0 0 0 0 0 143 0 0 143 0 0 0 0 0 0 0 0 185 2 0 187 33002:30 PM 0 0 0 0 0 0 0 0 157 0 0 157 0 2 0 1 0 3 0 0 194 1 0 195 35502:45 PM 0 0 0 0 0 0 0 2 144 0 0 146 0 1 0 3 0 4 0 0 201 1 0 202 352

Total 0 0 0 0 0 0 0 3 607 0 0 610 0 6 0 7 0 13 0 0 772 4 0 776 1399








Troon CtNorthbound

Hudson RdEastbound


Total 0 0 0 0 0 0 0 3 575 0 0 578 0 2 0 6 0 8 0 0 737 9 0 746 1332

04:00 PM 0 0 0 0 0 0 1 2 141 0 0 144 0 1 0 1 0 2 0 0 116 1 0 117 26304:15 PM 0 0 0 0 0 0 0 0 108 0 0 108 0 1 0 2 0 3 0 0 162 0 0 162 27304:30 PM 0 0 0 0 0 0 0 0 139 0 0 139 0 3 0 3 0 6 0 0 149 2 0 151 29604:45 PM 0 0 0 0 0 0 0 2 112 0 0 114 0 2 0 0 0 2 0 0 157 2 0 159 275

Total 0 0 0 0 0 0 1 4 500 0 0 505 0 7 0 6 0 13 0 0 584 5 0 589 1107

05:00 PM 0 0 0 0 0 0 0 1 98 0 0 99 0 1 0 0 0 1 0 0 148 3 0 151 25105:15 PM 0 0 0 0 0 0 0 2 129 0 0 131 0 1 0 1 0 2 0 0 138 1 0 139 27205:30 PM 0 0 0 0 0 0 0 1 114 0 0 115 0 4 0 0 0 4 0 0 117 1 0 118 23705:45 PM 0 0 0 0 0 0 0 1 91 0 0 92 0 1 0 1 0 2 0 0 115 2 0 117 211

Total 0 0 0 0 0 0 0 5 432 0 0 437 0 7 0 2 0 9 0 0 518 7 0 525 971

06:00 PM 0 0 0 0 0 0 0 2 88 0 0 90 0 1 0 1 0 2 0 0 114 0 0 114 20606:15 PM 0 0 0 0 0 0 0 1 89 0 0 90 0 1 0 0 0 1 0 0 104 1 0 105 19606:30 PM 0 0 0 0 0 0 0 4 75 0 0 79 0 2 0 0 0 2 0 0 79 0 0 79 16006:45 PM 0 0 0 0 0 0 0 0 75 0 0 75 0 2 0 0 0 2 0 0 87 0 0 87 164

Total 0 0 0 0 0 0 0 7 327 0 0 334 0 6 0 1 0 7 0 0 384 1 0 385 726

07:00 PM 0 0 0 0 0 0 0 0 55 0 0 55 0 1 0 1 0 2 1 0 75 2 0 78 13507:15 PM 0 0 0 0 0 0 0 0 79 0 0 79 0 0 0 0 0 0 0 0 69 1 0 70 14907:30 PM 0 0 0 0 0 0 0 0 62 0 0 62 0 2 0 0 0 2 0 0 69 2 0 71 13507:45 PM 0 0 0 0 0 0 0 1 50 0 0 51 0 0 0 2 0 2 0 0 50 2 0 52 105

Total 0 0 0 0 0 0 0 1 246 0 0 247 0 3 0 3 0 6 1 0 263 7 0 271 524

08:00 PM 0 0 0 0 0 0 0 2 40 0 0 42 0 1 0 0 0 1 0 0 57 0 0 57 10008:15 PM 0 0 0 0 0 0 0 0 35 0 0 35 0 0 0 0 0 0 0 0 68 1 0 69 10408:30 PM 0 0 0 0 0 0 0 0 25 0 0 25 0 0 0 2 0 2 0 0 46 3 0 49 7608:45 PM 0 0 0 0 0 0 0 1 21 0 0 22 0 0 0 0 0 0 0 0 42 2 0 44 66

Total 0 0 0 0 0 0 0 3 121 0 0 124 0 1 0 2 0 3 0 0 213 6 0 219 346

09:00 PM 0 0 0 0 0 0 0 0 15 0 0 15 0 1 0 0 0 1 0 0 33 1 0 34 5009:15 PM 0 0 0 0 0 0 0 2 14 0 0 16 0 0 0 0 0 0 0 0 35 5 0 40 5609:30 PM 0 0 0 0 0 0 0 0 15 0 0 15 0 1 0 0 0 1 0 0 35 0 0 35 5109:45 PM 0 0 0 0 0 0 0 1 16 0 0 17 0 1 0 0 0 1 0 0 20 0 0 20 38

Total 0 0 0 0 0 0 0 3 60 0 0 63 0 3 0 0 0 3 0 0 123 6 0 129 195

10:00 PM 0 0 0 0 0 0 0 1 8 0 0 9 0 0 0 0 0 0 0 0 29 1 0 30 3910:15 PM 0 0 0 0 0 0 0 1 11 0 0 12 0 0 0 0 0 0 0 0 16 3 0 19 3110:30 PM 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 0 0 14 2 0 16 22








Troon CtNorthbound

Hudson RdEastbound


Total 0 0 0 0 0 0 0 3 37 0 0 40 0 0 0 0 0 0 0 0 71 6 0 77 117

11:00 PM 0 0 0 0 0 0 0 0 16 0 0 16 0 1 0 0 0 1 0 0 13 1 0 14 3111:15 PM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 5 0 0 5 811:30 PM 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 1 0 1 0 0 4 1 0 5 1111:45 PM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 1 0 1 0 0 5 0 0 5 9

Total 0 0 0 0 0 0 0 0 27 0 0 27 0 1 0 2 0 3 0 0 27 2 0 29 59

Grand Total 0 0 0 0 0 0 2 55 5634 0 0 5691 0 86 0 64 2 152 6 0 6544 88 0 6638 12481Apprch % 0 0 0 0 0 0 1 99 0 0 0 56.6 0 42.1 1.3 0.1 0 98.6 1.3 0

Total % 0 0 0 0 0 0 0 0.4 45.1 0 0 45.6 0 0.7 0 0.5 0 1.2 0 0 52.4 0.7 0 53.2Cars + 0 0 0 0 0 0 2 55 5621 0 0 5678 0 86 0 64 2 152 6 0 6516 88 0 6610 12440

% Cars + 0 0 0 0 0 0 100 100 99.8 0 0 99.8 0 100 0 100 100 100 100 0 99.6 100 0 99.6 99.7Trucks 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 0 0 0 28 0 0 28 41

% Trucks 0 0 0 0 0 0 0 0 0.2 0 0 0.2 0 0 0 0 0 0 0 0 0.4 0 0 0.4 0.3






Hud

son

Rd

Hudson R

d

Troon Ct

Right

0 0 0

Thru

0 0 0

Left

0 0 0

UTrn

0 0 0

Peds

0 0 0

InOut Total0 0 0 0 0 0 0 0 0

Out0 0 0 In0 0 0 Total0 0 0

Right 0 0 0

Thru

5621 13

5634 Left 55 0

55 U

Trn 2 0 2 Peds 0 0 0

Out

TotalIn

6580 5678

12258 28

13 41

6608 12299

5691

Out

2 0

2 In

0 0

0 Tota

l

2 0

2 UTrn0 0 0

Left86 0

86

Thru0 0 0

Right64 0

64

Peds2 0 2

Out TotalIn

143 152 295 0 0 0

143 295 152

Out

0 0 0

In

0 0 0

Total

0 0 0

UTr

n6 0 6 Le

ft0 0 0 Th

ru

6516

28

65

44

Rig

ht88 0 88

Peds

0 0 0

Tota

lO

utIn

5707

66

10

1231

7 13

28

41

57

20

1235

8 66

38

Out6

0 6

In 0 0

0

Total6

0 6

1/7/2017 12:00 AM1/7/2017 11:45 PM Cars +Trucks

North







Troon CtNorthbound

Hudson RdEastbound


09:00 AM 0 0 0 0 0 0 0 0 41 0 0 41 0 1 0 2 0 3 0 0 45 1 0 46 9009:15 AM 0 0 0 0 0 0 0 1 59 0 0 60 0 1 0 0 1 2 0 0 48 0 0 48 11009:30 AM 0 0 0 0 0 0 0 0 74 0 0 74 0 1 0 0 0 1 0 0 60 0 0 60 13509:45 AM 0 0 0 0 0 0 0 1 77 0 0 78 0 3 0 1 0 4 1 0 58 0 0 59 141

Total Volume 0 0 0 0 0 0 0 2 251 0 0 253 0 6 0 3 1 10 1 0 211 1 0 213 476% App. Total 0 0 0 0 0 0 0.8 99.2 0 0 0 60 0 30 10 0.5 0 99.1 0.5 0

PHF .000 .000 .000 .000 .000 .000 .000 .500 .815 .000 .000 .811 .000 .500 .000 .375 .250 .625 .250 .000 .879 .250 .000 .888 .844


12:30 PM 0 0 0 0 0 0 0 0 194 0 0 194 0 3 0 2 0 5 0 0 161 2 0 163 36212:45 PM 0 0 0 0 0 0 0 3 146 0 0 149 0 0 0 1 0 1 1 0 183 2 0 186 33601:00 PM 0 0 0 0 0 0 0 2 182 0 0 184 0 1 0 4 0 5 0 0 186 4 0 190 37901:15 PM 0 0 0 0 0 0 0 5 166 0 0 171 0 2 0 1 0 3 0 0 180 3 0 183 357

Total Volume 0 0 0 0 0 0 0 10 688 0 0 698 0 6 0 8 0 14 1 0 710 11 0 722 1434% App. Total 0 0 0 0 0 0 1.4 98.6 0 0 0 42.9 0 57.1 0 0.1 0 98.3 1.5 0

PHF .000 .000 .000 .000 .000 .000 .000 .500 .887 .000 .000 .899 .000 .500 .000 .500 .000 .700 .250 .000 .954 .688 .000 .950 .946


02:00 PM 0 0 0 0 0 0 0 1 163 0 0 164 0 3 0 3 0 6 0 0 192 0 0 192 36202:15 PM 0 0 0 0 0 0 0 0 143 0 0 143 0 0 0 0 0 0 0 0 185 2 0 187 33002:30 PM 0 0 0 0 0 0 0 0 157 0 0 157 0 2 0 1 0 3 0 0 194 1 0 195 35502:45 PM 0 0 0 0 0 0 0 2 144 0 0 146 0 1 0 3 0 4 0 0 201 1 0 202 352

Total Volume 0 0 0 0 0 0 0 3 607 0 0 610 0 6 0 7 0 13 0 0 772 4 0 776 1399% App. Total 0 0 0 0 0 0 0.5 99.5 0 0 0 46.2 0 53.8 0 0 0 99.5 0.5 0

PHF .000 .000 .000 .000 .000 .000 .000 .375 .931 .000 .000 .930 .000 .500 .000 .583 .000 .542 .000 .000 .960 .500 .000 .960 .966




File Name : 3 - Hudson Rd & Turnberry Alcove, 1-6-17Site Code : 3Start Date : 1/6/2017Page No : 1

Hudson Rd & Turnberry AlcoveWoodbury, MN

Groups Printed- Cars + - TrucksTurnberry Alcove


Turnberry AlcoveNorthbound

Hudson RdEastbound


Total 0 2 0 0 0 2 0 0 6 1 0 7 0 1 0 0 0 1 0 0 9 1 0 10 20

01:00 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 4 0 0 4 701:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 001:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 001:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 4 0 0 4 7

02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 302:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 0 1 0 0 0 0 0 0 202:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1

Total 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 2 0 0 2 1 0 3 6

03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 003:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 103:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 303:45 AM 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 0 1 0 0 0 1 3

Total 0 0 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 0 0 1 2 0 0 3 7

04:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 304:15 AM 0 0 0 0 0 0 0 0 4 2 0 6 0 0 0 0 0 0 0 0 3 0 0 3 904:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 3 0 0 3 404:45 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 6 0 0 6 10

Total 0 0 0 0 0 0 0 0 10 2 0 12 0 0 0 0 0 0 0 0 14 0 0 14 26

05:00 AM 0 0 0 0 0 0 0 0 5 1 0 6 0 1 0 0 0 1 0 0 5 0 0 5 1205:15 AM 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 0 0 7 0 0 7 1405:30 AM 0 0 0 0 0 0 0 0 5 0 0 5 0 2 0 1 0 3 0 0 20 0 0 20 2805:45 AM 0 0 0 0 0 0 0 0 16 0 0 16 0 3 0 0 0 3 0 0 15 0 0 15 34

Total 0 0 0 0 0 0 0 0 33 1 0 34 0 6 0 1 0 7 0 0 47 0 0 47 88

06:00 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 1 0 1 0 0 10 0 0 10 1506:15 AM 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 0 1 0 15 1 0 17 3006:30 AM 0 0 0 0 0 0 0 0 14 0 0 14 0 2 0 0 0 2 0 0 10 0 0 10 2606:45 AM 0 0 0 0 0 0 0 0 23 1 0 24 0 2 0 1 0 3 0 0 23 1 0 24 51

Total 0 0 0 0 0 0 0 0 54 1 0 55 0 4 0 2 0 6 1 0 58 2 0 61 122

07:00 AM 0 0 0 0 0 0 0 0 17 1 0 18 0 3 0 1 0 4 0 0 14 0 0 14 3607:15 AM 0 0 0 1 0 1 0 0 12 2 0 14 0 4 0 2 0 6 0 1 19 0 0 20 4107:30 AM 0 0 0 0 0 0 0 1 27 1 0 29 0 3 0 1 1 5 0 0 17 1 0 18 52









Hudson RdEastbound


Total 0 2 0 2 0 4 0 1 94 7 0 102 0 16 0 5 1 22 0 1 67 2 0 70 198

08:00 AM 0 1 0 0 0 1 0 1 31 1 0 33 0 2 0 0 0 2 0 1 31 0 0 32 6808:15 AM 0 0 0 0 0 0 0 0 31 2 0 33 0 2 0 0 0 2 0 0 30 1 0 31 6608:30 AM 0 0 0 0 0 0 0 1 32 1 0 34 0 4 0 0 0 4 0 0 25 0 0 25 6308:45 AM 0 0 0 1 0 1 0 0 38 5 0 43 0 1 0 0 0 1 0 2 29 3 0 34 79

Total 0 1 0 1 0 2 0 2 132 9 0 143 0 9 0 0 0 9 0 3 115 4 0 122 276

09:00 AM 0 0 0 0 0 0 0 0 43 2 0 45 0 1 0 1 0 2 0 1 35 0 0 36 8309:15 AM 0 2 0 1 0 3 0 1 49 3 0 53 0 1 0 0 0 1 0 0 42 0 0 42 9909:30 AM 0 1 0 1 0 2 0 0 60 9 0 69 0 0 0 1 0 1 0 3 52 2 0 57 12909:45 AM 0 1 0 2 0 3 0 1 66 15 0 82 0 1 0 1 0 2 0 0 58 1 0 59 146

Total 0 4 0 4 0 8 0 2 218 29 0 249 0 3 0 3 0 6 0 4 187 3 0 194 457

10:00 AM 0 5 0 4 0 9 0 0 48 7 0 55 0 0 0 0 0 0 0 2 57 1 0 60 12410:15 AM 0 3 0 1 0 4 0 0 58 11 0 69 0 1 0 1 1 3 0 2 72 1 0 75 15110:30 AM 0 6 0 3 0 9 0 0 60 13 0 73 0 1 0 0 1 2 0 0 75 0 0 75 15910:45 AM 0 6 0 5 0 11 0 0 77 14 0 91 0 0 1 0 0 1 0 2 74 1 0 77 180

Total 0 20 0 13 0 33 0 0 243 45 0 288 0 2 1 1 2 6 0 6 278 3 0 287 614

11:00 AM 0 8 0 4 0 12 0 2 69 9 0 80 0 1 0 0 0 1 0 0 75 0 0 75 16811:15 AM 0 5 0 2 0 7 1 0 74 12 0 87 0 1 0 0 0 1 0 2 101 0 0 103 19811:30 AM 0 7 0 1 0 8 0 1 76 8 0 85 0 1 0 0 0 1 0 2 103 1 0 106 20011:45 AM 0 8 0 2 0 10 0 0 78 24 0 102 0 0 0 0 0 0 0 1 106 2 0 109 221

Total 0 28 0 9 0 37 1 3 297 53 0 354 0 3 0 0 0 3 0 5 385 3 0 393 787

12:00 PM 0 4 0 0 0 4 0 0 72 25 0 97 0 0 0 0 1 1 0 4 109 0 0 113 21512:15 PM 0 10 0 6 0 16 0 1 102 17 0 120 0 1 0 0 0 1 0 2 95 1 0 98 23512:30 PM 0 9 0 3 0 12 0 0 108 18 0 126 0 1 0 0 0 1 0 5 134 1 0 140 27912:45 PM 0 15 0 6 0 21 0 2 84 14 0 100 0 0 0 1 0 1 0 4 131 0 0 135 257

Total 0 38 0 15 0 53 0 3 366 74 0 443 0 2 0 1 1 4 0 15 469 2 0 486 986

01:00 PM 0 7 1 4 0 12 0 0 86 17 0 103 0 1 0 1 0 2 0 3 129 3 0 135 25201:15 PM 0 14 0 6 0 20 0 1 114 22 0 137 0 1 0 0 1 2 0 1 136 0 0 137 29601:30 PM 0 19 0 2 0 21 0 0 89 9 0 98 0 1 0 0 0 1 0 1 117 0 0 118 23801:45 PM 0 9 0 7 0 16 0 1 93 17 0 111 0 0 1 0 0 1 0 2 120 0 0 122 250

Total 0 49 1 19 0 69 0 2 382 65 0 449 0 3 1 1 1 6 0 7 502 3 0 512 1036

02:00 PM 0 20 1 6 0 27 0 1 102 15 0 118 0 1 0 0 0 1 0 3 128 0 0 131 27702:15 PM 0 9 0 2 0 11 0 0 90 11 0 101 0 1 0 0 0 1 0 1 113 2 0 116 22902:30 PM 0 14 0 3 0 17 0 0 81 14 0 95 0 1 0 1 0 2 0 1 129 1 0 131 24502:45 PM 0 9 0 1 0 10 0 0 105 15 0 120 0 0 0 0 0 0 0 3 119 0 0 122 252

Total 0 52 1 12 0 65 0 1 378 55 0 434 0 3 0 1 0 4 0 8 489 3 0 500 1003









Hudson RdEastbound


Total 0 51 2 17 0 70 0 3 345 52 0 400 0 5 0 1 1 7 1 7 536 4 0 548 1025

04:00 PM 0 8 1 6 0 15 0 1 91 18 0 110 0 1 0 1 0 2 0 2 136 2 0 140 26704:15 PM 0 9 2 7 0 18 0 1 104 20 0 125 0 2 0 0 1 3 0 4 161 1 0 166 31204:30 PM 0 13 0 5 0 18 0 0 127 16 0 143 0 2 0 1 0 3 0 2 144 1 0 147 31104:45 PM 0 11 0 2 0 13 0 2 92 23 0 117 0 0 0 0 0 0 0 1 143 1 0 145 275

Total 0 41 3 20 0 64 0 4 414 77 0 495 0 5 0 2 1 8 0 9 584 5 0 598 1165

05:00 PM 0 18 0 9 0 27 0 1 94 18 0 113 0 1 0 1 0 2 0 1 166 4 0 171 31305:15 PM 0 14 0 2 0 16 0 1 98 14 0 113 0 3 0 1 0 4 1 1 132 2 0 136 26905:30 PM 0 11 1 4 0 16 0 3 93 18 0 114 0 4 0 1 0 5 0 6 146 5 0 157 29205:45 PM 0 16 0 6 0 22 0 1 98 13 0 112 0 0 0 1 3 4 0 1 126 1 0 128 266

Total 0 59 1 21 0 81 0 6 383 63 0 452 0 8 0 4 3 15 1 9 570 12 0 592 1140

06:00 PM 0 9 2 3 0 14 0 2 109 14 0 125 0 4 0 1 0 5 0 2 107 4 0 113 25706:15 PM 0 11 0 4 0 15 0 1 96 11 0 108 0 3 0 0 0 3 0 0 114 4 0 118 24406:30 PM 0 16 0 4 0 20 0 1 79 6 0 86 0 1 0 1 0 2 1 0 112 1 0 114 22206:45 PM 0 14 0 4 0 18 0 1 74 14 0 89 0 0 0 1 0 1 0 2 115 1 0 118 226

Total 0 50 2 15 0 67 0 5 358 45 0 408 0 8 0 3 0 11 1 4 448 10 0 463 949

07:00 PM 0 7 0 3 0 10 0 1 66 1 0 68 0 1 0 0 0 1 1 1 102 2 0 106 18507:15 PM 0 11 1 8 0 20 0 0 64 6 0 70 0 1 0 2 0 3 0 1 76 3 0 80 17307:30 PM 0 15 1 5 0 21 0 0 64 6 0 70 0 2 0 0 0 2 0 2 78 4 0 84 17707:45 PM 0 8 0 3 0 11 0 0 42 5 0 47 0 0 0 0 0 0 0 0 94 2 0 96 154

Total 0 41 2 19 0 62 0 1 236 18 0 255 0 4 0 2 0 6 1 4 350 11 0 366 689

08:00 PM 0 8 0 1 0 9 0 0 46 4 0 50 0 1 0 0 0 1 0 0 85 1 0 86 14608:15 PM 0 10 0 3 0 13 0 0 43 5 0 48 0 0 0 0 0 0 0 0 62 0 0 62 12308:30 PM 0 7 0 0 0 7 0 0 36 3 0 39 0 0 0 0 0 0 0 0 54 2 0 56 10208:45 PM 0 7 0 1 0 8 0 2 26 2 0 30 0 0 0 1 0 1 0 0 46 0 0 46 85

Total 0 32 0 5 0 37 0 2 151 14 0 167 0 1 0 1 0 2 0 0 247 3 0 250 456

09:00 PM 0 3 0 1 0 4 0 1 17 1 0 19 0 0 0 0 0 0 0 0 39 1 0 40 6309:15 PM 0 5 0 1 0 6 0 0 8 0 0 8 0 0 0 0 0 0 0 0 29 1 0 30 4409:30 PM 0 0 0 1 0 1 0 0 18 5 0 23 0 1 0 0 0 1 0 0 26 1 0 27 5209:45 PM 0 1 0 1 0 2 0 1 22 2 0 25 0 0 0 0 0 0 0 0 23 4 0 27 54

Total 0 9 0 4 0 13 0 2 65 8 0 75 0 1 0 0 0 1 0 0 117 7 0 124 213

10:00 PM 0 8 0 1 0 9 0 1 20 1 0 22 0 0 0 0 0 0 0 2 17 0 0 19 5010:15 PM 0 1 0 1 0 2 0 0 16 0 0 16 0 1 0 1 0 2 0 0 19 3 0 22 4210:30 PM 0 2 0 2 1 5 0 1 15 0 0 16 0 0 0 0 0 0 0 0 16 0 0 16 37









Hudson RdEastbound


Total 0 12 0 5 1 18 0 3 62 1 0 66 0 1 0 2 0 3 0 2 62 4 0 68 155

11:00 PM 0 1 0 1 0 2 0 0 10 0 0 10 0 1 0 0 0 1 0 0 12 0 0 12 2511:15 PM 0 0 0 0 0 0 0 1 7 0 0 8 0 0 0 0 0 0 0 1 7 0 0 8 1611:30 PM 0 2 0 4 0 6 0 0 6 0 0 6 0 4 0 0 0 4 0 0 4 0 0 4 2011:45 PM 0 1 1 0 0 2 0 0 5 0 0 5 0 0 0 0 0 0 0 0 3 0 0 3 10

Total 0 4 1 5 0 10 0 1 28 0 0 29 0 5 0 0 0 5 0 1 26 0 0 27 71

Grand Total 0 495 13 186 1 695 1 42 4262 620 0 4925 0 92 2 30 10 134 5 86 5568 83 0 5742 11496Apprch % 0 71.2 1.9 26.8 0.1 0 0.9 86.5 12.6 0 0 68.7 1.5 22.4 7.5 0.1 1.5 97 1.4 0

Total % 0 4.3 0.1 1.6 0 6 0 0.4 37.1 5.4 0 42.8 0 0.8 0 0.3 0.1 1.2 0 0.7 48.4 0.7 0 49.9Cars + 0 490 13 182 1 686 1 42 4220 613 0 4876 0 91 2 29 10 132 5 85 5510 80 0 5680 11374

% Cars + 0 99 100 97.8 100 98.7 100 100 99 98.9 0 99 0 98.9 100 96.7 100 98.5 100 98.8 99 96.4 0 98.9 98.9Trucks 0 5 0 4 0 9 0 0 42 7 0 49 0 1 0 1 0 2 0 1 58 3 0 62 122

% Trucks 0 1 0 2.2 0 1.3 0 0 1 1.1 0 1 0 1.1 0 3.3 0 1.5 0 1.2 1 3.6 0 1.1 1.1






Turnberry Alcove

Hud

son

Rd

Hudson R

d

Turnberry Alcove

Right

182 4

186 Thru

13 0

13 Left

490 5

495 UTrn

0 0 0

Peds

1 0 1


8 9 17 708 1403 695

Out0 0 0 In0 0 0 Total0 0 0

Right

613 7 620

Thru

4220 42

4262 Left 42 0

42 U

Trn 1 0 1 Peds 0 0 0

Out

TotalIn

6029 4876

10905 64

49 113

6093 11018

4925

Out

1 0

1 In

0 0

0 Tota

l

1 0

1 UTrn0 0 0

Left91 1

92

Thru2 0 2

Right29 1

30

Peds10 0

10

Out TotalIn

135 132 267 3 2 5

138 272 134

Out

0 0 0

In

0 0 0

Total

0 0 0

UTr

n5 0 5 Le

ft85 1 86

Thru

5510

58

55

68

Rig

ht80 3 83

Peds

0 0 0

Tota

lO

utIn

4493

56

80

1017

3 47

62

10

9 45

40

1028

2 57

42

Out5

0 5

In 0 0

0

Total5

0 5

1/6/2017 12:00 AM1/6/2017 11:45 PM Cars +Trucks

North






Turnberry AlcoveSouthbound

Hudson RdWestbound


Hudson RdEastbound


09:00 AM 0 0 0 0 0 0 0 0 43 2 0 45 0 1 0 1 0 2 0 1 35 0 0 36 8309:15 AM 0 2 0 1 0 3 0 1 49 3 0 53 0 1 0 0 0 1 0 0 42 0 0 42 9909:30 AM 0 1 0 1 0 2 0 0 60 9 0 69 0 0 0 1 0 1 0 3 52 2 0 57 12909:45 AM 0 1 0 2 0 3 0 1 66 15 0 82 0 1 0 1 0 2 0 0 58 1 0 59 146

Total Volume 0 4 0 4 0 8 0 2 218 29 0 249 0 3 0 3 0 6 0 4 187 3 0 194 457% App. Total 0 50 0 50 0 0 0.8 87.6 11.6 0 0 50 0 50 0 0 2.1 96.4 1.5 0

PHF .000 .500 .000 .500 .000 .667 .000 .500 .826 .483 .000 .759 .000 .750 .000 .750 .000 .750 .000 .333 .806 .375 .000 .822 .783


12:30 PM 0 9 0 3 0 12 0 0 108 18 0 126 0 1 0 0 0 1 0 5 134 1 0 140 27912:45 PM 0 15 0 6 0 21 0 2 84 14 0 100 0 0 0 1 0 1 0 4 131 0 0 135 25701:00 PM 0 7 1 4 0 12 0 0 86 17 0 103 0 1 0 1 0 2 0 3 129 3 0 135 25201:15 PM 0 14 0 6 0 20 0 1 114 22 0 137 0 1 0 0 1 2 0 1 136 0 0 137 296

Total Volume 0 45 1 19 0 65 0 3 392 71 0 466 0 3 0 2 1 6 0 13 530 4 0 547 1084% App. Total 0 69.2 1.5 29.2 0 0 0.6 84.1 15.2 0 0 50 0 33.3 16.7 0 2.4 96.9 0.7 0

PHF .000 .750 .250 .792 .000 .774 .000 .375 .860 .807 .000 .850 .000 .750 .000 .500 .250 .750 .000 .650 .974 .333 .000 .977 .916


04:15 PM 0 9 2 7 0 18 0 1 104 20 0 125 0 2 0 0 1 3 0 4 161 1 0 166 31204:30 PM 0 13 0 5 0 18 0 0 127 16 0 143 0 2 0 1 0 3 0 2 144 1 0 147 31104:45 PM 0 11 0 2 0 13 0 2 92 23 0 117 0 0 0 0 0 0 0 1 143 1 0 145 27505:00 PM 0 18 0 9 0 27 0 1 94 18 0 113 0 1 0 1 0 2 0 1 166 4 0 171 313

Total Volume 0 51 2 23 0 76 0 4 417 77 0 498 0 5 0 2 1 8 0 8 614 7 0 629 1211% App. Total 0 67.1 2.6 30.3 0 0 0.8 83.7 15.5 0 0 62.5 0 25 12.5 0 1.3 97.6 1.1 0

PHF .000 .708 .250 .639 .000 .704 .000 .500 .821 .837 .000 .871 .000 .625 .000 .500 .250 .667 .000 .500 .925 .438 .000 .920 .967









Hudson RdEastbound


Total 0 2 0 0 0 2 0 0 11 1 0 12 0 0 0 0 0 0 0 0 10 1 0 11 25

01:00 AM 0 1 1 0 0 2 0 1 2 0 0 3 0 0 0 0 0 0 0 0 1 0 0 1 601:15 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 5 0 0 5 901:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 301:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1

Total 0 1 1 0 0 2 0 1 7 0 0 8 0 0 0 0 0 0 0 0 9 0 0 9 19

02:00 AM 0 2 0 0 0 2 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 402:15 AM 0 0 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 0 0 1 0 0 1 402:30 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 1 0 0 1 402:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 0 1 0 0 0 0 0 0 2

Total 0 2 0 0 0 2 0 1 7 0 0 8 0 1 0 0 0 1 0 0 3 0 0 3 14

03:00 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 103:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 503:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 103:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 7

04:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 304:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 7 0 0 7 804:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 0 0 2 404:45 AM 0 1 0 0 0 1 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 4

Total 0 1 0 0 0 1 0 0 5 0 0 5 0 0 0 0 0 0 0 0 13 0 0 13 19

05:00 AM 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 205:15 AM 0 0 0 0 0 0 0 0 3 1 0 4 0 0 0 0 0 0 0 0 7 0 0 7 1105:30 AM 0 4 0 0 0 4 0 0 2 0 0 2 0 0 0 1 0 1 0 0 7 0 0 7 1405:45 AM 0 5 0 0 0 5 0 0 10 1 0 11 0 2 0 0 0 2 0 0 21 0 0 21 39

Total 0 9 0 0 0 9 0 0 16 3 0 19 0 2 0 1 0 3 0 0 35 0 0 35 66

06:00 AM 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 6 0 0 6 1106:15 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 6 0 0 6 1006:30 AM 0 0 0 0 0 0 0 0 2 1 0 3 0 1 0 0 0 1 0 0 9 0 0 9 1306:45 AM 0 0 0 0 0 0 0 0 8 0 0 8 0 1 0 0 0 1 0 0 15 0 0 15 24

Total 0 0 0 0 0 0 0 0 19 1 0 20 0 2 0 0 0 2 0 0 36 0 0 36 58

07:00 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 9 0 0 9 1207:15 AM 0 0 0 0 0 0 0 0 8 0 0 8 0 1 0 0 0 1 0 0 3 0 0 3 1207:30 AM 0 1 0 0 0 1 0 0 7 0 0 7 0 0 0 1 0 1 0 0 14 0 0 14 23









Hudson RdEastbound


Total 0 1 0 0 0 1 0 0 30 2 0 32 0 1 0 1 0 2 0 0 48 0 0 48 83

08:00 AM 0 2 0 0 0 2 0 0 18 1 0 19 0 0 0 0 0 0 0 0 15 0 0 15 3608:15 AM 0 0 0 0 0 0 0 0 28 2 0 30 0 3 0 1 0 4 0 0 23 0 0 23 5708:30 AM 0 0 0 1 0 1 0 0 30 2 0 32 0 0 0 0 0 0 0 2 29 0 0 31 6408:45 AM 0 0 0 0 0 0 0 0 51 4 0 55 0 2 0 2 0 4 0 1 35 1 0 37 96

Total 0 2 0 1 0 3 0 0 127 9 0 136 0 5 0 3 0 8 0 3 102 1 0 106 253

09:00 AM 0 0 0 0 0 0 0 1 37 5 0 43 0 1 0 0 0 1 0 0 44 1 0 45 8909:15 AM 0 3 0 0 0 3 0 0 59 3 0 62 0 2 0 0 0 2 0 1 46 2 0 49 11609:30 AM 0 1 0 1 0 2 0 2 68 14 0 84 0 3 0 0 0 3 0 1 63 0 0 64 15309:45 AM 0 7 0 3 0 10 0 2 71 10 0 83 0 1 0 1 0 2 0 4 58 0 0 62 157

Total 0 11 0 4 0 15 0 5 235 32 0 272 0 7 0 1 0 8 0 6 211 3 0 220 515

10:00 AM 0 5 0 1 0 6 0 2 76 12 0 90 0 0 0 0 0 0 0 0 42 0 0 42 13810:15 AM 0 4 0 1 0 5 0 0 94 13 0 107 0 3 0 0 0 3 0 1 120 0 0 121 23610:30 AM 0 6 0 2 0 8 0 0 79 26 0 105 0 1 0 1 0 2 0 0 94 2 0 96 21110:45 AM 0 10 0 2 0 12 0 0 126 18 0 144 0 0 0 1 0 1 0 1 87 1 0 89 246

Total 0 25 0 6 0 31 0 2 375 69 0 446 0 4 0 2 0 6 0 2 343 3 0 348 831

11:00 AM 0 10 0 2 0 12 0 1 111 20 0 132 0 2 0 2 0 4 0 2 155 3 0 160 30811:15 AM 0 14 0 0 0 14 0 0 134 31 0 165 0 2 0 0 0 2 0 0 125 1 0 126 30711:30 AM 0 9 0 3 0 12 0 0 122 29 0 151 0 1 0 1 0 2 1 0 136 2 0 139 30411:45 AM 0 10 0 3 0 13 0 0 157 22 0 179 0 1 1 1 0 3 0 3 144 1 0 148 343

Total 0 43 0 8 0 51 0 1 524 102 0 627 0 6 1 4 0 11 1 5 560 7 0 573 1262

12:00 PM 0 15 0 5 0 20 0 2 140 32 0 174 0 2 0 2 0 4 0 3 157 3 0 163 36112:15 PM 0 21 0 9 0 30 0 2 125 18 0 145 0 2 0 2 0 4 1 2 156 0 0 159 33812:30 PM 0 12 1 6 0 19 0 1 176 25 0 202 0 1 0 0 0 1 0 2 155 0 0 157 37912:45 PM 0 19 0 4 0 23 1 1 141 21 0 164 0 3 0 0 0 3 0 2 172 2 0 176 366

Total 0 67 1 24 0 92 1 6 582 96 0 685 0 8 0 4 0 12 1 9 640 5 0 655 1444

01:00 PM 0 13 0 4 0 17 0 1 170 37 0 208 0 4 0 1 0 5 0 1 174 4 0 179 40901:15 PM 0 16 0 6 0 22 0 1 159 26 0 186 0 1 0 1 0 2 0 1 172 2 0 175 38501:30 PM 0 24 0 5 0 29 0 0 115 36 0 151 0 5 0 1 0 6 0 6 177 1 0 184 37001:45 PM 0 14 0 4 0 18 0 0 154 21 0 175 0 1 0 0 0 1 0 0 200 2 0 202 396

Total 0 67 0 19 0 86 0 2 598 120 0 720 0 11 0 3 0 14 0 8 723 9 0 740 1560

02:00 PM 0 16 0 2 0 18 0 1 149 28 0 178 0 0 0 1 0 1 0 2 192 3 0 197 39402:15 PM 0 13 0 9 0 22 0 1 129 34 0 164 0 0 0 1 0 1 0 5 170 0 0 175 36202:30 PM 0 22 0 8 0 30 0 1 137 29 0 167 0 1 0 2 0 3 0 1 180 3 0 184 38402:45 PM 0 20 1 7 0 28 0 1 140 24 0 165 0 0 0 2 0 2 0 2 198 0 0 200 395

Total 0 71 1 26 0 98 0 4 555 115 0 674 0 1 0 6 0 7 0 10 740 6 0 756 1535









Hudson RdEastbound


Total 0 65 1 34 0 100 0 3 515 105 0 623 0 6 0 2 0 8 1 2 709 0 0 712 1443

04:00 PM 0 19 0 4 0 23 0 0 131 27 0 158 0 0 0 0 0 0 0 2 151 2 0 155 33604:15 PM 0 18 1 5 0 24 0 0 96 27 0 123 0 2 0 0 0 2 1 0 152 2 0 155 30404:30 PM 0 20 1 5 0 26 0 1 122 25 0 148 0 1 1 3 0 5 0 0 154 1 0 155 33404:45 PM 0 18 0 2 0 20 0 2 112 19 0 133 0 0 0 1 0 1 0 3 149 2 0 154 308

Total 0 75 2 16 0 93 0 3 461 98 0 562 0 3 1 4 0 8 1 5 606 7 0 619 1282

05:00 PM 0 20 0 3 0 23 0 1 85 16 0 102 0 2 0 1 0 3 0 2 130 1 0 133 26105:15 PM 0 14 0 6 0 20 0 2 117 12 0 131 0 0 0 1 0 1 0 4 128 1 0 133 28505:30 PM 0 16 0 3 0 19 0 0 103 20 0 123 0 0 0 1 0 1 0 2 102 1 0 105 24805:45 PM 0 8 0 2 0 10 0 2 86 7 0 95 0 1 0 1 0 2 1 0 107 2 0 110 217

Total 0 58 0 14 0 72 0 5 391 55 0 451 0 3 0 4 0 7 1 8 467 5 0 481 1011

06:00 PM 0 13 0 7 0 20 0 0 82 11 0 93 0 0 0 2 0 2 0 2 112 2 0 116 23106:15 PM 0 11 0 7 0 18 0 1 84 9 0 94 0 1 0 1 0 2 0 2 90 3 0 95 20906:30 PM 0 10 0 6 0 16 0 1 72 14 0 87 0 1 0 0 0 1 0 5 72 0 0 77 18106:45 PM 0 12 0 4 0 16 0 1 67 10 0 78 0 1 0 1 0 2 0 2 78 0 0 80 176

Total 0 46 0 24 0 70 0 3 305 44 0 352 0 3 0 4 0 7 0 11 352 5 0 368 797

07:00 PM 0 8 0 8 0 16 0 0 48 6 0 54 0 1 0 0 0 1 0 2 73 1 0 76 14707:15 PM 0 2 0 1 0 3 0 1 73 12 0 86 0 0 0 1 0 1 0 1 67 0 0 68 15807:30 PM 0 10 0 5 0 15 0 2 54 3 0 59 0 1 0 0 0 1 1 0 62 3 0 66 14107:45 PM 0 3 0 1 0 4 0 0 47 1 0 48 0 0 0 0 0 0 0 1 52 0 0 53 105

Total 0 23 0 15 0 38 0 3 222 22 0 247 0 2 0 1 0 3 1 4 254 4 0 263 551

08:00 PM 0 11 0 3 0 14 0 0 39 3 0 42 0 0 0 0 0 0 1 0 58 0 0 59 11508:15 PM 0 6 0 5 0 11 0 0 27 2 0 29 0 1 0 0 0 1 0 0 63 0 0 63 10408:30 PM 0 4 2 4 0 10 0 0 23 3 0 26 0 0 0 0 0 0 0 0 50 0 0 50 8608:45 PM 0 10 0 2 0 12 0 0 20 0 0 20 0 0 0 0 0 0 0 1 42 0 0 43 75

Total 0 31 2 14 0 47 0 0 109 8 0 117 0 1 0 0 0 1 1 1 213 0 0 215 380

09:00 PM 0 5 0 1 0 6 0 0 14 3 0 17 0 0 0 0 0 0 0 0 33 0 0 33 5609:15 PM 0 1 0 0 0 1 0 1 11 0 0 12 0 0 0 0 0 0 0 0 31 2 0 33 4609:30 PM 0 2 0 4 0 6 0 0 15 2 0 17 0 1 0 0 0 1 0 0 31 2 0 33 5709:45 PM 0 1 0 1 0 2 0 0 16 1 0 17 0 0 0 0 0 0 0 0 21 0 0 21 40

Total 0 9 0 6 0 15 0 1 56 6 0 63 0 1 0 0 0 1 0 0 116 4 0 120 199

10:00 PM 0 2 0 1 0 3 0 0 8 1 0 9 0 0 0 0 0 0 0 0 26 3 0 29 4110:15 PM 0 3 0 0 0 3 0 0 11 0 0 11 0 0 0 0 0 0 0 0 15 1 0 16 3010:30 PM 0 1 0 0 1 2 0 0 6 0 0 6 0 1 0 0 0 1 0 0 15 0 0 15 24









Hudson RdEastbound


Total 0 7 0 1 1 9 0 0 36 1 0 37 0 3 0 0 0 3 0 0 66 4 0 70 119

11:00 PM 0 0 0 2 0 2 0 0 13 0 0 13 0 0 0 0 0 0 0 0 15 0 0 15 3011:15 PM 0 0 0 0 0 0 0 1 3 1 0 5 0 0 0 0 0 0 0 0 5 0 0 5 1011:30 PM 0 0 0 1 0 1 0 0 4 0 0 4 0 0 0 0 0 0 0 0 5 0 0 5 1011:45 PM 0 0 1 1 0 2 0 1 2 0 0 3 0 0 0 0 0 0 0 0 6 0 0 6 11

Total 0 0 1 4 0 5 0 2 22 1 0 25 0 0 0 0 0 0 0 0 31 0 0 31 61

Grand Total 0 616 10 216 1 843 1 42 5208 890 0 6141 0 70 2 40 0 112 7 74 6293 64 0 6438 13534Apprch % 0 73.1 1.2 25.6 0.1 0 0.7 84.8 14.5 0 0 62.5 1.8 35.7 0 0.1 1.1 97.7 1 0

Total % 0 4.6 0.1 1.6 0 6.2 0 0.3 38.5 6.6 0 45.4 0 0.5 0 0.3 0 0.8 0.1 0.5 46.5 0.5 0 47.6Cars + 0 613 10 215 1 839 1 42 5198 887 0 6128 0 70 2 40 0 112 7 74 6270 63 0 6414 13493

% Cars + 0 99.5 100 99.5 100 99.5 100 100 99.8 99.7 0 99.8 0 100 100 100 0 100 100 100 99.6 98.4 0 99.6 99.7Trucks 0 3 0 1 0 4 0 0 10 3 0 13 0 0 0 0 0 0 0 0 23 1 0 24 41

% Trucks 0 0.5 0 0.5 0 0.5 0 0 0.2 0.3 0 0.2 0 0 0 0 0 0 0 0 0.4 1.6 0 0.4 0.3






Turnberry Alcove

Hud

son

Rd

Hudson R

d

Turnberry Alcove

Right

215 1

216 Thru

10 0

10 Left

613 3

616 UTrn

0 0 0

Peds

1 0 1


3 4 7 966 1809 843

Out0 0 0 In0 0 0 Total0 0 0

Right

887 3 890

Thru

5198 10

5208 Left 42 0

42 U

Trn 1 0 1 Peds 0 0 0

Out

TotalIn

6923 6128

13051 26

13 39

6949 13090

6141

Out

1 0

1 In

0 0

0 Tota

l

1 0

1 UTrn0 0 0

Left70 0

70

Thru2 0 2

Right40 0

40

Peds0 0 0

Out TotalIn

115 112 227 1 0 1

116 228 112

Out

0 0 0

In

0 0 0

Total

0 0 0

UTr

n7 0 7 Le

ft74 0 74

Thru

6270

23

62

93

Rig

ht63 1 64

Peds

0 0 0

Tota

lO

utIn

5483

64

14

1189

7 11

24

35

54

94

1193

2 64

38

Out7

0 7

In 0 0

0

Total7

0 7

1/7/2017 12:00 AM1/7/2017 11:45 PM Cars +Trucks

North






Turnberry AlcoveSouthbound

Hudson RdWestbound


Hudson RdEastbound


09:00 AM 0 0 0 0 0 0 0 1 37 5 0 43 0 1 0 0 0 1 0 0 44 1 0 45 8909:15 AM 0 3 0 0 0 3 0 0 59 3 0 62 0 2 0 0 0 2 0 1 46 2 0 49 11609:30 AM 0 1 0 1 0 2 0 2 68 14 0 84 0 3 0 0 0 3 0 1 63 0 0 64 15309:45 AM 0 7 0 3 0 10 0 2 71 10 0 83 0 1 0 1 0 2 0 4 58 0 0 62 157

Total Volume 0 11 0 4 0 15 0 5 235 32 0 272 0 7 0 1 0 8 0 6 211 3 0 220 515% App. Total 0 73.3 0 26.7 0 0 1.8 86.4 11.8 0 0 87.5 0 12.5 0 0 2.7 95.9 1.4 0

PHF .000 .393 .000 .333 .000 .375 .000 .625 .827 .571 .000 .810 .000 .583 .000 .250 .000 .667 .000 .375 .837 .375 .000 .859 .820


01:00 PM 0 13 0 4 0 17 0 1 170 37 0 208 0 4 0 1 0 5 0 1 174 4 0 179 40901:15 PM 0 16 0 6 0 22 0 1 159 26 0 186 0 1 0 1 0 2 0 1 172 2 0 175 38501:30 PM 0 24 0 5 0 29 0 0 115 36 0 151 0 5 0 1 0 6 0 6 177 1 0 184 37001:45 PM 0 14 0 4 0 18 0 0 154 21 0 175 0 1 0 0 0 1 0 0 200 2 0 202 396


PHF .000 .698 .000 .792 .000 .741 .000 .500 .879 .811 .000 .865 .000 .550 .000 .750 .000 .583 .000 .333 .904 .563 .000 .916 .954


02:00 PM 0 16 0 2 0 18 0 1 149 28 0 178 0 0 0 1 0 1 0 2 192 3 0 197 39402:15 PM 0 13 0 9 0 22 0 1 129 34 0 164 0 0 0 1 0 1 0 5 170 0 0 175 36202:30 PM 0 22 0 8 0 30 0 1 137 29 0 167 0 1 0 2 0 3 0 1 180 3 0 184 38402:45 PM 0 20 1 7 0 28 0 1 140 24 0 165 0 0 0 2 0 2 0 2 198 0 0 200 395


PHF .000 .807 .250 .722 .000 .817 .000 1.00 .931 .846 .000 .947 .000 .250 .000 .750 .000 .583 .000 .500 .934 .500 .000 .945 .972




File Name : 4 - Hudson Rd & Woodbury Lakes East Access, 1-6-17Site Code : 4Start Date : 1/6/2017Page No : 1

Hudson Rd & Woodbury Lakes East AccessWoodbury, MN

Groups Printed- Cars + - TrucksWoodbury Lakes East Access

SouthboundHudson RdWestbound Northbound

Hudson RdEastbound


Total 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 0 0 11 0 0 11 18

01:00 AM 0 0 0 1 0 1 0 0 2 1 0 3 0 0 0 0 0 0 0 0 4 0 0 4 801:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 101:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 101:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1

Total 0 0 0 1 0 1 0 0 2 1 0 3 0 0 0 0 0 0 0 0 7 0 0 7 11

02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 102:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 102:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 102:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1

Total 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 1 0 0 1 4

03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 003:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 003:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 303:45 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2

Total 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 2 0 0 2 5

04:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 304:15 AM 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 0 0 3 0 0 3 904:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 5 0 0 5 604:45 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 6 0 0 6 10

Total 0 0 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 0 0 0 16 0 0 16 28

05:00 AM 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 0 0 5 0 0 5 1105:15 AM 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 0 0 7 0 0 7 1305:30 AM 0 0 0 0 0 0 0 0 5 1 0 6 0 0 0 0 0 0 0 0 16 0 0 16 2205:45 AM 0 0 0 0 0 0 0 0 16 0 0 16 0 0 0 0 0 0 0 0 19 0 0 19 35

Total 0 0 0 0 0 0 0 0 33 1 0 34 0 0 0 0 0 0 0 0 47 0 0 47 81

06:00 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 11 0 0 11 1506:15 AM 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 0 0 0 13 0 0 13 2606:30 AM 0 0 0 0 0 0 0 0 15 0 0 15 0 0 0 0 0 0 0 0 11 0 0 11 2606:45 AM 0 0 0 0 0 0 0 0 23 0 0 23 0 0 0 0 0 0 0 0 25 0 0 25 48

Total 0 0 0 0 0 0 0 0 55 0 0 55 0 0 0 0 0 0 0 0 60 0 0 60 115

07:00 AM 0 0 0 0 0 0 0 0 21 0 0 21 0 0 0 0 0 0 0 0 14 0 0 14 3507:15 AM 0 0 0 0 0 0 0 0 17 0 0 17 0 0 0 0 0 0 0 0 22 0 0 22 3907:30 AM 0 0 0 0 0 0 0 0 27 0 0 27 0 0 0 0 0 0 0 0 17 0 0 17 44








Hudson RdEastbound


Total 0 0 0 0 0 0 0 0 109 0 0 109 0 0 0 0 0 0 0 0 73 0 0 73 182

08:00 AM 0 1 0 0 0 1 0 0 30 1 0 31 0 0 0 0 0 0 0 0 34 0 0 34 6608:15 AM 0 0 0 0 0 0 0 0 36 1 0 37 0 0 0 0 0 0 0 0 31 0 0 31 6808:30 AM 0 0 0 0 0 0 0 0 32 1 0 33 0 0 0 0 0 0 0 0 23 0 0 23 5608:45 AM 0 0 0 0 0 0 0 0 45 1 0 46 0 0 0 0 0 0 0 0 30 0 0 30 76

Total 0 1 0 0 0 1 0 0 143 4 0 147 0 0 0 0 0 0 0 0 118 0 0 118 266

09:00 AM 0 0 0 0 0 0 0 0 44 2 0 46 0 0 0 0 0 0 0 0 37 0 0 37 8309:15 AM 0 0 0 0 0 0 0 0 59 1 0 60 0 0 0 0 0 0 0 1 46 0 0 47 10709:30 AM 0 0 0 0 0 0 0 0 63 1 0 64 0 0 0 0 0 0 0 0 54 0 0 54 11809:45 AM 0 0 0 0 0 0 0 0 86 1 0 87 0 0 0 0 0 0 0 1 56 0 0 57 144

Total 0 0 0 0 0 0 0 0 252 5 0 257 0 0 0 0 0 0 0 2 193 0 0 195 452

10:00 AM 0 1 0 1 0 2 0 0 55 3 0 58 0 0 0 0 0 0 0 1 67 0 0 68 12810:15 AM 0 0 0 0 0 0 0 0 77 0 0 77 0 0 0 0 0 0 0 0 76 0 0 76 15310:30 AM 0 1 0 0 0 1 1 0 67 0 0 68 0 0 0 0 0 0 0 0 79 0 0 79 14810:45 AM 0 0 0 1 0 1 0 0 93 1 0 94 0 0 0 0 0 0 0 1 74 0 0 75 170

Total 0 2 0 2 0 4 1 0 292 4 0 297 0 0 0 0 0 0 0 2 296 0 0 298 599

11:00 AM 0 1 0 1 0 2 0 0 84 0 0 84 0 0 0 0 0 0 0 2 91 0 0 93 17911:15 AM 0 0 0 1 0 1 0 0 86 1 0 87 0 0 0 0 0 0 0 0 101 0 0 101 18911:30 AM 0 2 0 2 0 4 0 0 84 2 0 86 0 0 0 0 0 0 1 2 108 0 0 111 20111:45 AM 0 0 0 1 0 1 0 0 97 2 0 99 0 0 0 0 0 0 1 0 119 0 0 120 220

Total 0 3 0 5 0 8 0 0 351 5 0 356 0 0 0 0 0 0 2 4 419 0 0 425 789

12:00 PM 0 4 0 2 0 6 0 0 93 2 0 95 0 0 0 0 0 0 0 0 117 0 0 117 21812:15 PM 0 1 0 1 0 2 0 0 128 1 0 129 0 0 0 0 0 0 0 1 110 0 0 111 24212:30 PM 0 1 0 1 0 2 0 0 121 2 0 123 0 0 0 0 0 0 0 0 141 0 0 141 26612:45 PM 0 1 0 2 0 3 0 0 103 1 0 104 0 0 0 0 0 0 0 0 141 0 0 141 248

Total 0 7 0 6 0 13 0 0 445 6 0 451 0 0 0 0 0 0 0 1 509 0 0 510 974

01:00 PM 0 0 0 2 0 2 0 0 98 2 0 100 0 0 0 0 0 0 0 1 131 0 0 132 23401:15 PM 0 0 0 2 0 2 0 0 129 1 0 130 0 0 0 0 0 0 0 0 153 0 0 153 28501:30 PM 0 0 0 1 0 1 0 0 101 1 0 102 0 0 0 0 0 0 0 0 128 0 0 128 23101:45 PM 0 1 0 1 0 2 0 0 113 2 0 115 0 0 0 0 0 0 0 0 127 0 0 127 244

Total 0 1 0 6 0 7 0 0 441 6 0 447 0 0 0 0 0 0 0 1 539 0 0 540 994

02:00 PM 0 0 0 1 0 1 0 0 118 0 0 118 0 0 0 0 0 0 1 3 140 0 0 144 26302:15 PM 0 1 0 0 0 1 0 0 89 0 0 89 0 0 0 0 0 0 0 0 129 0 0 129 21902:30 PM 0 0 0 0 0 0 0 0 96 1 0 97 0 0 0 0 0 0 0 0 144 0 0 144 24102:45 PM 0 0 0 1 0 1 0 0 118 1 0 119 0 0 0 0 0 0 0 1 123 0 0 124 244

Total 0 1 0 2 0 3 0 0 421 2 0 423 0 0 0 0 0 0 1 4 536 0 0 541 967








Hudson RdEastbound


Total 0 5 0 7 0 12 0 0 406 4 0 410 0 0 0 0 0 0 0 0 589 0 0 589 1011

04:00 PM 0 0 0 0 0 0 0 0 108 1 0 109 0 0 0 0 0 0 0 0 142 0 0 142 25104:15 PM 0 0 0 0 0 0 0 0 123 0 0 123 0 0 0 0 0 0 0 0 164 0 0 164 28704:30 PM 0 0 0 0 0 0 0 0 145 0 0 145 0 0 0 0 0 0 0 0 159 0 0 159 30404:45 PM 0 0 0 1 0 1 0 0 118 0 0 118 0 0 0 0 0 0 0 0 162 0 0 162 281

Total 0 0 0 1 0 1 0 0 494 1 0 495 0 0 0 0 0 0 0 0 627 0 0 627 1123

05:00 PM 0 0 0 1 0 1 0 0 119 0 0 119 0 0 0 0 0 0 0 1 186 0 0 187 30705:15 PM 0 1 0 1 0 2 0 0 112 1 0 113 0 0 0 0 0 0 0 0 150 0 0 150 26505:30 PM 0 0 0 1 0 1 0 0 114 2 0 116 0 0 0 0 0 0 0 0 157 0 0 157 27405:45 PM 0 0 0 1 0 1 0 0 108 0 0 108 0 0 0 0 0 0 0 0 138 0 0 138 247

Total 0 1 0 4 0 5 0 0 453 3 0 456 0 0 0 0 0 0 0 1 631 0 0 632 1093

06:00 PM 0 2 0 1 0 3 0 0 122 1 0 123 0 0 0 0 0 0 0 0 117 0 0 117 24306:15 PM 0 3 0 2 0 5 0 0 113 0 0 113 0 0 0 0 0 0 0 0 127 0 0 127 24506:30 PM 0 2 0 0 0 2 0 0 90 0 0 90 0 0 0 0 0 0 0 0 131 0 0 131 22306:45 PM 0 0 0 0 0 0 0 0 85 0 0 85 0 0 0 0 0 0 0 0 132 0 0 132 217

Total 0 7 0 3 0 10 0 0 410 1 0 411 0 0 0 0 0 0 0 0 507 0 0 507 928

07:00 PM 0 0 0 1 0 1 1 0 76 0 0 77 0 0 0 0 0 0 0 0 105 0 0 105 18307:15 PM 0 0 0 0 0 0 0 0 68 0 0 68 0 0 0 0 0 0 0 0 93 0 0 93 16107:30 PM 0 0 0 0 0 0 0 0 69 0 0 69 0 0 0 0 0 0 0 0 96 0 0 96 16507:45 PM 0 3 0 0 0 3 0 0 50 1 0 51 0 0 0 0 0 0 0 1 100 0 0 101 155

Total 0 3 0 1 0 4 1 0 263 1 0 265 0 0 0 0 0 0 0 1 394 0 0 395 664

08:00 PM 0 0 0 0 0 0 0 0 52 1 0 53 0 0 0 0 0 0 0 0 98 0 0 98 15108:15 PM 0 0 0 0 0 0 0 0 52 0 0 52 0 0 0 0 0 0 0 0 70 0 0 70 12208:30 PM 0 0 0 0 0 0 0 0 35 0 0 35 0 0 0 0 0 0 0 0 59 0 0 59 9408:45 PM 0 0 0 0 0 0 1 0 28 1 0 30 0 0 0 0 0 0 0 0 56 0 0 56 86

Total 0 0 0 0 0 0 1 0 167 2 0 170 0 0 0 0 0 0 0 0 283 0 0 283 453

09:00 PM 0 0 0 1 0 1 0 0 18 0 0 18 0 0 0 0 0 0 0 0 44 0 0 44 6309:15 PM 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 0 0 0 36 0 0 36 4509:30 PM 0 0 0 0 0 0 0 0 23 0 0 23 0 0 0 0 0 0 0 0 29 0 0 29 5209:45 PM 0 0 0 0 0 0 0 0 28 0 0 28 0 0 0 0 0 0 0 0 22 0 0 22 50

Total 0 0 0 1 0 1 0 0 78 0 0 78 0 0 0 0 0 0 0 0 131 0 0 131 210

10:00 PM 0 0 0 0 0 0 0 0 19 0 0 19 0 0 0 0 0 0 0 0 23 0 0 23 4210:15 PM 0 0 0 0 0 0 0 0 17 0 0 17 0 0 0 0 0 0 0 0 23 0 0 23 4010:30 PM 0 0 0 0 0 0 0 0 17 0 0 17 0 0 0 0 0 0 0 0 16 0 0 16 33








Hudson RdEastbound


Total 0 0 0 0 0 0 0 0 65 0 0 65 0 0 0 0 0 0 0 0 74 0 0 74 139

11:00 PM 0 0 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 0 0 0 13 0 0 13 2311:15 PM 0 0 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 0 0 0 8 0 0 8 1611:30 PM 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 5 0 0 5 1011:45 PM 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 4 0 0 4 9

Total 0 0 0 0 0 0 0 0 28 0 0 28 0 0 0 0 0 0 0 0 30 0 0 30 58

Grand Total 0 31 0 39 0 70 3 0 4933 46 0 4982 0 0 0 0 0 0 3 16 6093 0 0 6112 11164Apprch % 0 44.3 0 55.7 0 0.1 0 99 0.9 0 0 0 0 0 0 0 0.3 99.7 0 0

Total % 0 0.3 0 0.3 0 0.6 0 0 44.2 0.4 0 44.6 0 0 0 0 0 0 0 0.1 54.6 0 0 54.7Cars + 0 31 0 38 0 69 3 0 4892 45 0 4940 0 0 0 0 0 0 3 16 6037 0 0 6056 11065

% Cars + 0 100 0 97.4 0 98.6 100 0 99.2 97.8 0 99.2 0 0 0 0 0 0 100 100 99.1 0 0 99.1 99.1Trucks 0 0 0 1 0 1 0 0 41 1 0 42 0 0 0 0 0 0 0 0 56 0 0 56 99

% Trucks 0 0 0 2.6 0 1.4 0 0 0.8 2.2 0 0.8 0 0 0 0 0 0 0 0 0.9 0 0 0.9 0.9







Hud

son

Rd

Hudson R

d

Right

38 1

39 Thru

0 0 0

Left

31 0

31 UTrn

0 0 0

Peds

0 0 0

InOut Total61 69 130 1 1 2

62 132 70

Out0 0 0 In0 0 0 Total0 0 0

Right 45 1

46 Thru

4892 41

4933 Left 0 0 0

UTrn 3 0 3

Peds 0 0 0

Out

TotalIn

6068 4940

11008 56

42 98

6124 11106

4982

Out

3 0

3 In

0 0

0 Tota

l

3 0

3 UTrn0 0 0

Left0 0 0

Thru0 0 0

Right0 0 0

Peds0 0 0

Out TotalIn

0 0 0 0 0 0 0 0 0

Out

0 0 0

In

0 0 0

Total

0 0 0

UTr

n3 0 3 Le

ft16 0 16

Thru

6037

56

60

93

Rig

ht0 0 0 Pe

ds

0 0 0

Tota

lO

utIn

4930

60

56

1098

6 42

56

98

49

72

1108

4 61

12

Out3

0 3

In 0 0

0

Total3

0 3

1/6/2017 12:00 AM1/6/2017 11:45 PM Cars +Trucks

North






Woodbury Lakes East AccessSouthbound

Hudson RdWestbound Northbound

Hudson RdEastbound


09:00 AM 0 0 0 0 0 0 0 0 44 2 0 46 0 0 0 0 0 0 0 0 37 0 0 37 8309:15 AM 0 0 0 0 0 0 0 0 59 1 0 60 0 0 0 0 0 0 0 1 46 0 0 47 10709:30 AM 0 0 0 0 0 0 0 0 63 1 0 64 0 0 0 0 0 0 0 0 54 0 0 54 11809:45 AM 0 0 0 0 0 0 0 0 86 1 0 87 0 0 0 0 0 0 0 1 56 0 0 57 144

Total Volume 0 0 0 0 0 0 0 0 252 5 0 257 0 0 0 0 0 0 0 2 193 0 0 195 452% App. Total 0 0 0 0 0 0 0 98.1 1.9 0 0 0 0 0 0 0 1 99 0 0

PHF .000 .000 .000 .000 .000 .000 .000 .000 .733 .625 .000 .739 .000 .000 .000 .000 .000 .000 .000 .500 .862 .000 .000 .855 .785


12:30 PM 0 1 0 1 0 2 0 0 121 2 0 123 0 0 0 0 0 0 0 0 141 0 0 141 26612:45 PM 0 1 0 2 0 3 0 0 103 1 0 104 0 0 0 0 0 0 0 0 141 0 0 141 24801:00 PM 0 0 0 2 0 2 0 0 98 2 0 100 0 0 0 0 0 0 0 1 131 0 0 132 23401:15 PM 0 0 0 2 0 2 0 0 129 1 0 130 0 0 0 0 0 0 0 0 153 0 0 153 285

Total Volume 0 2 0 7 0 9 0 0 451 6 0 457 0 0 0 0 0 0 0 1 566 0 0 567 1033% App. Total 0 22.2 0 77.8 0 0 0 98.7 1.3 0 0 0 0 0 0 0 0.2 99.8 0 0

PHF .000 .500 .000 .875 .000 .750 .000 .000 .874 .750 .000 .879 .000 .000 .000 .000 .000 .000 .000 .250 .925 .000 .000 .926 .906


04:15 PM 0 0 0 0 0 0 0 0 123 0 0 123 0 0 0 0 0 0 0 0 164 0 0 164 28704:30 PM 0 0 0 0 0 0 0 0 145 0 0 145 0 0 0 0 0 0 0 0 159 0 0 159 30404:45 PM 0 0 0 1 0 1 0 0 118 0 0 118 0 0 0 0 0 0 0 0 162 0 0 162 28105:00 PM 0 0 0 1 0 1 0 0 119 0 0 119 0 0 0 0 0 0 0 1 186 0 0 187 307

Total Volume 0 0 0 2 0 2 0 0 505 0 0 505 0 0 0 0 0 0 0 1 671 0 0 672 1179% App. Total 0 0 0 100 0 0 0 100 0 0 0 0 0 0 0 0 0.1 99.9 0 0

PHF .000 .000 .000 .500 .000 .500 .000 .000 .871 .000 .000 .871 .000 .000 .000 .000 .000 .000 .000 .250 .902 .000 .000 .898 .960








Hudson RdEastbound


Total 0 0 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 0 0 0 10 0 0 10 20

01:00 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 2 0 0 2 501:15 AM 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 5 0 0 5 1001:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 201:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1

Total 0 0 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 0 0 0 10 0 0 10 18

02:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 3 0 0 3 402:15 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 2 0 0 2 502:30 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 1 0 0 1 502:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 0 0 0 6 0 0 6 14

03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 003:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 503:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 103:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1

Total 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 6 0 0 6 7

04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 204:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 7 0 0 7 804:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 3 0 0 3 504:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 3 0 0 3 4

Total 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 15 0 0 15 19

05:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 205:15 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 9 0 0 9 1305:30 AM 0 1 0 0 0 1 0 0 2 1 0 3 0 0 0 0 0 0 0 0 12 0 0 12 1605:45 AM 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 0 0 0 27 0 0 27 40

Total 0 1 0 0 0 1 0 0 21 1 0 22 0 0 0 0 0 0 0 0 48 0 0 48 71

06:00 AM 0 0 0 0 0 0 0 0 3 1 0 4 0 0 0 0 0 0 0 0 7 0 0 7 1106:15 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 6 0 0 6 1006:30 AM 0 0 0 0 0 0 0 0 6 1 0 7 0 0 0 0 0 0 0 0 16 0 0 16 2306:45 AM 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 0 0 0 14 0 0 14 23

Total 0 0 0 0 0 0 0 0 22 2 0 24 0 0 0 0 0 0 0 0 43 0 0 43 67

07:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 9 0 0 9 1107:15 AM 0 0 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 0 0 0 6 0 0 6 1407:30 AM 0 0 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 0 0 0 16 0 0 16 24








Hudson RdEastbound


Total 0 0 0 0 0 0 0 0 35 0 0 35 0 0 0 0 0 0 0 0 53 0 0 53 88

08:00 AM 0 0 0 0 0 0 0 0 20 0 0 20 0 0 0 0 0 0 0 0 20 0 0 20 4008:15 AM 0 0 0 0 0 0 0 0 49 0 0 49 0 0 0 0 0 0 0 0 45 0 0 45 9408:30 AM 0 1 0 0 0 1 0 0 34 1 0 35 0 0 0 0 0 0 0 0 31 0 0 31 6708:45 AM 0 1 0 0 0 1 0 0 57 3 0 60 0 0 0 0 0 0 0 2 33 0 0 35 96

Total 0 2 0 0 0 2 0 0 160 4 0 164 0 0 0 0 0 0 0 2 129 0 0 131 297

09:00 AM 0 0 0 0 0 0 0 0 48 1 0 49 0 0 0 0 0 0 0 0 47 0 0 47 9609:15 AM 0 0 0 0 0 0 0 0 60 1 0 61 0 0 0 0 0 0 0 0 47 0 0 47 10809:30 AM 0 0 0 0 0 0 0 0 85 1 0 86 0 0 0 0 0 0 0 0 62 0 0 62 14809:45 AM 0 0 0 0 0 0 0 0 87 1 0 88 0 0 0 0 0 0 0 0 62 0 0 62 150

Total 0 0 0 0 0 0 0 0 280 4 0 284 0 0 0 0 0 0 0 0 218 0 0 218 502

10:00 AM 0 0 0 0 0 0 0 0 90 0 0 90 0 0 0 0 0 0 0 0 78 0 0 78 16810:15 AM 0 0 0 0 0 0 0 0 111 1 0 112 0 0 0 0 0 0 0 0 98 0 0 98 21010:30 AM 0 0 0 0 0 0 0 0 102 0 0 102 0 0 0 0 0 0 0 2 107 0 0 109 21110:45 AM 0 0 0 1 0 1 0 0 158 1 0 159 0 0 0 0 0 0 0 0 145 0 0 145 305

Total 0 0 0 1 0 1 0 0 461 2 0 463 0 0 0 0 0 0 0 2 428 0 0 430 894

11:00 AM 0 1 0 1 0 2 0 0 140 2 0 142 0 0 0 0 0 0 1 1 133 0 0 135 27911:15 AM 0 3 0 1 0 4 0 0 167 2 0 169 0 0 0 0 0 0 0 2 135 0 0 137 31011:30 AM 0 1 0 1 0 2 0 0 152 2 0 154 0 0 0 0 0 0 1 1 143 0 0 145 30111:45 AM 0 1 0 2 0 3 0 0 185 2 0 187 0 0 0 0 0 0 0 0 163 0 0 163 353

Total 0 6 0 5 0 11 0 0 644 8 0 652 0 0 0 0 0 0 2 4 574 0 0 580 1243

12:00 PM 0 2 0 2 0 4 0 0 169 1 0 170 0 0 0 0 0 0 0 1 181 0 0 182 35612:15 PM 0 1 0 4 0 5 0 0 153 3 0 156 0 0 0 0 0 0 0 2 171 0 0 173 33412:30 PM 0 1 0 2 0 3 1 0 211 2 0 214 0 0 0 0 0 0 0 0 174 0 0 174 39112:45 PM 0 0 0 0 0 0 0 0 164 1 0 165 0 0 0 0 0 0 0 0 193 0 0 193 358

Total 0 4 0 8 0 12 1 0 697 7 0 705 0 0 0 0 0 0 0 3 719 0 0 722 1439

01:00 PM 0 0 0 0 0 0 0 0 212 2 0 214 0 0 0 0 0 0 0 0 204 0 0 204 41801:15 PM 0 2 0 1 0 3 0 0 188 2 0 190 0 0 0 0 0 0 2 0 195 0 0 197 39001:30 PM 0 0 0 1 0 1 0 0 147 1 0 148 0 0 0 0 0 0 1 0 201 0 0 202 35101:45 PM 0 0 0 3 0 3 0 0 188 3 0 191 0 0 0 0 0 0 0 0 225 0 0 225 419

Total 0 2 0 5 0 7 0 0 735 8 0 743 0 0 0 0 0 0 3 0 825 0 0 828 1578

02:00 PM 0 2 0 6 0 8 0 0 187 5 0 192 0 0 0 0 0 0 0 0 210 0 0 210 41002:15 PM 0 2 0 4 0 6 0 0 166 1 0 167 0 0 0 0 0 0 0 1 188 0 0 189 36202:30 PM 0 2 0 1 0 3 0 0 174 3 0 177 0 0 0 0 0 0 1 0 213 0 0 214 39402:45 PM 0 2 0 2 0 4 0 0 163 3 0 166 0 0 0 0 0 0 1 0 228 0 0 229 399

Total 0 8 0 13 0 21 0 0 690 12 0 702 0 0 0 0 0 0 2 1 839 0 0 842 1565








Hudson RdEastbound


Total 0 3 0 11 0 14 0 0 643 12 0 655 0 0 0 0 0 0 0 4 811 0 0 815 1484

04:00 PM 0 2 0 0 0 2 0 0 164 2 0 166 0 0 0 0 0 0 0 0 164 0 0 164 33204:15 PM 0 0 0 0 0 0 0 0 132 1 0 133 0 0 0 0 0 0 0 0 180 0 0 180 31304:30 PM 0 1 0 1 0 2 0 0 155 1 0 156 0 0 0 0 0 0 0 0 176 0 0 176 33404:45 PM 0 1 0 1 0 2 0 0 130 1 0 131 0 0 0 0 0 0 0 1 171 0 0 172 305

Total 0 4 0 2 0 6 0 0 581 5 0 586 0 0 0 0 0 0 0 1 691 0 0 692 1284

05:00 PM 0 2 0 1 0 3 0 0 106 1 0 107 0 0 0 0 0 0 1 1 155 0 0 157 26705:15 PM 0 0 0 2 0 2 0 0 139 1 0 140 0 0 0 0 0 0 0 0 153 0 0 153 29505:30 PM 0 2 0 1 0 3 0 0 138 1 0 139 0 0 0 0 0 0 0 0 130 0 0 130 27205:45 PM 0 1 0 0 0 1 0 0 93 0 0 93 0 0 0 0 0 0 0 0 129 0 0 129 223

Total 0 5 0 4 0 9 0 0 476 3 0 479 0 0 0 0 0 0 1 1 567 0 0 569 1057

06:00 PM 0 5 0 4 0 9 0 0 98 0 0 98 0 0 0 0 0 0 0 0 122 0 0 122 22906:15 PM 0 0 0 0 0 0 0 0 88 0 0 88 0 0 0 0 0 0 2 0 114 0 0 116 20406:30 PM 0 0 0 1 0 1 0 0 85 0 0 85 0 0 0 0 0 0 1 0 83 0 0 84 17006:45 PM 0 0 0 0 0 0 0 0 79 1 0 80 0 0 0 0 0 0 0 1 97 0 0 98 178

Total 0 5 0 5 0 10 0 0 350 1 0 351 0 0 0 0 0 0 3 1 416 0 0 420 781

07:00 PM 0 0 0 0 0 0 0 0 53 0 0 53 0 0 0 0 0 0 0 0 85 0 0 85 13807:15 PM 0 0 0 1 0 1 0 0 91 0 0 91 0 0 0 0 0 0 0 0 71 0 0 71 16307:30 PM 0 0 0 2 0 2 0 0 55 1 0 56 0 0 0 0 0 0 0 0 75 0 0 75 13307:45 PM 0 0 0 2 0 2 0 0 50 0 0 50 0 0 0 0 0 0 0 0 56 0 0 56 108

Total 0 0 0 5 0 5 0 0 249 1 0 250 0 0 0 0 0 0 0 0 287 0 0 287 542

08:00 PM 0 0 0 1 0 1 0 0 39 0 0 39 0 0 0 0 0 0 1 1 67 0 0 69 10908:15 PM 0 1 0 0 0 1 0 0 30 0 0 30 0 0 0 0 0 0 0 1 73 0 0 74 10508:30 PM 0 0 0 0 0 0 0 0 26 0 0 26 0 0 0 0 0 0 0 0 52 0 0 52 7808:45 PM 0 2 0 0 0 2 0 0 20 0 0 20 0 0 0 0 0 0 0 1 50 0 0 51 73

Total 0 3 0 1 0 4 0 0 115 0 0 115 0 0 0 0 0 0 1 3 242 0 0 246 365

09:00 PM 0 0 0 0 0 0 0 0 16 0 0 16 0 0 0 0 0 0 0 1 37 0 0 38 5409:15 PM 0 0 0 0 0 0 0 0 16 0 0 16 0 0 0 0 0 0 0 0 35 0 0 35 5109:30 PM 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 0 0 0 35 0 0 35 4809:45 PM 0 0 0 1 0 1 0 0 18 0 0 18 0 0 0 0 0 0 0 0 22 0 0 22 41

Total 0 0 0 1 0 1 0 0 63 0 0 63 0 0 0 0 0 0 0 1 129 0 0 130 194

10:00 PM 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 0 0 26 0 0 26 3310:15 PM 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 0 0 0 18 0 0 18 3110:30 PM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 15 0 0 15 19








Hudson RdEastbound


Total 0 0 0 0 0 0 0 0 39 0 0 39 0 0 0 0 0 0 0 0 71 0 0 71 110

11:00 PM 0 0 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 0 0 0 14 0 0 14 2411:15 PM 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 5 0 0 5 1011:30 PM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 6 0 0 6 1011:45 PM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 6 0 0 6 9

Total 0 0 0 0 0 0 0 0 22 0 0 22 0 0 0 0 0 0 0 0 31 0 0 31 53

Grand Total 0 43 0 61 0 104 1 0 6314 70 0 6385 0 0 0 0 0 0 12 23 7168 0 0 7203 13692Apprch % 0 41.3 0 58.7 0 0 0 98.9 1.1 0 0 0 0 0 0 0.2 0.3 99.5 0 0

Total % 0 0.3 0 0.4 0 0.8 0 0 46.1 0.5 0 46.6 0 0 0 0 0 0 0.1 0.2 52.4 0 0 52.6Cars + 0 43 0 61 0 104 1 0 6307 70 0 6378 0 0 0 0 0 0 12 23 7144 0 0 7179 13661

% Cars + 0 100 0 100 0 100 100 0 99.9 100 0 99.9 0 0 0 0 0 0 100 100 99.7 0 0 99.7 99.8Trucks 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 0 0 24 0 0 24 31

% Trucks 0 0 0 0 0 0 0 0 0.1 0 0 0.1 0 0 0 0 0 0 0 0 0.3 0 0 0.3 0.2







Hud

son

Rd

Hudson R

d

Right

61 0

61 Thru

0 0 0

Left

43 0

43 UTrn

0 0 0

Peds

0 0 0

InOut Total93 104 197 0 0 0

93 197 104

Out0 0 0 In0 0 0 Total0 0 0

Right 70 0

70 Thru

6307 7 6314

Left 0 0 0 U

Trn 1 0 1 Peds 0 0 0

Out

TotalIn

7187 6378

13565 24

7 31

7211 13596

6385

Out

1 0

1 In

0 0

0 Tota

l

1 0

1 UTrn0 0 0

Left0 0 0

Thru0 0 0

Right0 0 0

Peds0 0 0

Out TotalIn

0 0 0 0 0 0 0 0 0

Out

0 0 0

In

0 0 0

Total

0 0 0

UTr

n12 0 12

Left23

0 23

Thru

7144

24

71

68

Rig

ht0 0 0 Pe

ds

0 0 0

Tota

lO

utIn

6368

71

79

1354

7 7

24

31

6375

13

578

7203

Out12

0 12

In 0 0

0

Total

12 0 12

1/7/2017 12:00 AM1/7/2017 11:45 PM Cars +Trucks

North






Woodbury Lakes East AccessSouthbound

Hudson RdWestbound Northbound

Hudson RdEastbound


09:00 AM 0 0 0 0 0 0 0 0 48 1 0 49 0 0 0 0 0 0 0 0 47 0 0 47 9609:15 AM 0 0 0 0 0 0 0 0 60 1 0 61 0 0 0 0 0 0 0 0 47 0 0 47 10809:30 AM 0 0 0 0 0 0 0 0 85 1 0 86 0 0 0 0 0 0 0 0 62 0 0 62 14809:45 AM 0 0 0 0 0 0 0 0 87 1 0 88 0 0 0 0 0 0 0 0 62 0 0 62 150

Total Volume 0 0 0 0 0 0 0 0 280 4 0 284 0 0 0 0 0 0 0 0 218 0 0 218 502% App. Total 0 0 0 0 0 0 0 98.6 1.4 0 0 0 0 0 0 0 0 100 0 0

PHF .000 .000 .000 .000 .000 .000 .000 .000 .805 1.00 .000 .807 .000 .000 .000 .000 .000 .000 .000 .000 .879 .000 .000 .879 .837


01:00 PM 0 0 0 0 0 0 0 0 212 2 0 214 0 0 0 0 0 0 0 0 204 0 0 204 41801:15 PM 0 2 0 1 0 3 0 0 188 2 0 190 0 0 0 0 0 0 2 0 195 0 0 197 39001:30 PM 0 0 0 1 0 1 0 0 147 1 0 148 0 0 0 0 0 0 1 0 201 0 0 202 35101:45 PM 0 0 0 3 0 3 0 0 188 3 0 191 0 0 0 0 0 0 0 0 225 0 0 225 419

Total Volume 0 2 0 5 0 7 0 0 735 8 0 743 0 0 0 0 0 0 3 0 825 0 0 828 1578% App. Total 0 28.6 0 71.4 0 0 0 98.9 1.1 0 0 0 0 0 0 0.4 0 99.6 0 0

PHF .000 .250 .000 .417 .000 .583 .000 .000 .867 .667 .000 .868 .000 .000 .000 .000 .000 .000 .375 .000 .917 .000 .000 .920 .942


02:00 PM 0 2 0 6 0 8 0 0 187 5 0 192 0 0 0 0 0 0 0 0 210 0 0 210 41002:15 PM 0 2 0 4 0 6 0 0 166 1 0 167 0 0 0 0 0 0 0 1 188 0 0 189 36202:30 PM 0 2 0 1 0 3 0 0 174 3 0 177 0 0 0 0 0 0 1 0 213 0 0 214 39402:45 PM 0 2 0 2 0 4 0 0 163 3 0 166 0 0 0 0 0 0 1 0 228 0 0 229 399

Total Volume 0 8 0 13 0 21 0 0 690 12 0 702 0 0 0 0 0 0 2 1 839 0 0 842 1565% App. Total 0 38.1 0 61.9 0 0 0 98.3 1.7 0 0 0 0 0 0 0.2 0.1 99.6 0 0

PHF .000 1.00 .000 .542 .000 .656 .000 .000 .922 .600 .000 .914 .000 .000 .000 .000 .000 .000 .500 .250 .920 .000 .000 .919 .954




File Name : 5 - Woodbury Lakes Rd & Spring Hill Dr, 1-6-17Site Code : 5Start Date : 1/6/2017Page No : 1

Woodbury Lakes Rd & Spring Hill DrWoodbury, MN


SouthboundWoodbury Lakes Rd

WestboundSpring Hill DrNorthbound

Woodbury Lakes RdEastbound


Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 3

01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 101:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 001:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 201:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 3

02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1

03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 003:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 103:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 103:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2

04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 104:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 304:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 6

05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 0 4 405:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 205:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 705:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 1 0 9 9

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 2 0 22 22

06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 0 0 2 306:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 306:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2 0 5 506:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 2 0 12 12

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 15 7 0 22 23

07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 507:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 307:30 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 8 0 0 8 9











Total 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 1 0 0 22 3 0 25 27

08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 11 0 0 11 1208:15 AM 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 16 0 0 16 1708:30 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 15 0 0 15 1608:45 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 23 0 0 23 24

Total 0 0 0 0 0 0 1 2 0 0 0 3 0 0 0 1 0 1 0 0 65 0 0 65 69

09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 0 0 13 1309:15 AM 0 0 0 0 0 0 1 1 0 0 0 2 0 0 0 1 0 1 0 0 26 1 0 27 3009:30 AM 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 25 0 0 25 2609:45 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 33 1 0 34 35

Total 0 0 0 0 0 0 2 2 0 0 0 4 0 0 0 1 0 1 0 0 97 2 0 99 104

10:00 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 3 0 3 0 0 33 1 0 34 3810:15 AM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 30 1 0 31 3310:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 36 0 0 36 3610:45 AM 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 2 0 2 0 0 41 0 0 41 44

Total 0 0 0 0 0 0 1 3 0 0 0 4 0 0 0 5 0 5 0 0 140 2 0 142 151

11:00 AM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 33 0 0 33 3511:15 AM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 39 2 0 41 4311:30 AM 0 0 0 0 0 0 0 5 0 0 0 5 0 0 0 1 0 1 0 0 36 2 0 38 4411:45 AM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 44 1 0 45 47

Total 0 0 0 0 0 0 0 11 0 0 0 11 0 0 0 1 0 1 0 0 152 5 0 157 169

12:00 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 53 1 0 54 5612:15 PM 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 0 0 0 0 0 38 5 0 43 4612:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 44 0 0 44 4512:45 PM 0 0 0 0 0 0 1 5 0 0 0 6 0 0 0 1 0 1 0 0 40 0 0 40 47

Total 0 0 0 0 0 0 1 10 0 0 0 11 0 0 0 2 0 2 0 0 175 6 0 181 194

01:00 PM 0 0 0 0 0 0 1 5 0 0 0 6 0 0 0 1 0 1 0 0 28 0 0 28 3501:15 PM 0 0 0 0 0 0 0 5 0 0 0 5 0 0 0 1 0 1 0 0 26 1 0 27 3301:30 PM 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 3 0 3 0 0 45 3 0 48 5401:45 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 38 2 0 40 42

Total 0 0 0 0 0 0 1 15 0 0 0 16 0 0 0 5 0 5 0 0 137 6 0 143 164

02:00 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 1 0 0 35 1 0 36 3802:15 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 1 0 1 0 0 38 0 0 38 4102:30 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 2 0 2 0 0 42 0 0 42 4502:45 PM 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 1 0 1 0 0 37 3 0 40 44

Total 0 0 0 0 0 0 0 7 0 0 0 7 0 0 0 5 0 5 0 0 152 4 0 156 168











Total 0 0 0 0 0 0 0 13 0 0 0 13 0 0 0 2 0 2 0 0 198 8 0 206 221

04:00 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 1 0 0 57 5 0 62 6404:15 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 2 0 2 0 0 53 1 0 54 5804:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 67 2 0 69 6904:45 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 3 0 3 0 0 68 1 0 69 74

Total 0 0 0 0 0 0 0 5 0 0 0 5 0 0 0 6 0 6 0 0 245 9 0 254 265

05:00 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 41 2 0 43 4505:15 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 2 0 2 0 0 61 1 0 62 6505:30 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 1 0 1 0 0 36 0 0 36 3905:45 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 42 1 0 43 44

Total 0 0 0 0 0 0 0 6 0 0 0 6 0 0 0 3 0 3 0 0 180 4 0 184 193

06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 44 1 0 45 4706:15 PM 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 1 0 1 0 0 46 0 0 46 5106:30 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 1 0 1 0 0 24 0 0 24 2706:45 PM 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 2 0 2 0 0 27 1 0 28 34

Total 0 0 0 0 0 0 0 10 0 0 0 10 0 0 0 6 0 6 0 0 141 2 0 143 159

07:00 PM 0 0 0 0 0 0 1 1 0 0 0 2 0 0 0 0 0 0 0 0 24 2 0 26 2807:15 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 1 0 1 0 0 20 2 0 22 2507:30 PM 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 1 0 1 0 0 29 0 0 29 3407:45 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 16 2 0 18 20

Total 0 0 0 0 0 0 1 9 0 0 0 10 0 0 0 2 0 2 0 0 89 6 0 95 107

08:00 PM 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 1 0 1 0 0 12 0 0 12 1608:15 PM 0 0 0 0 0 0 1 1 0 0 0 2 0 0 0 0 0 0 0 0 17 1 0 18 2008:30 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 9 0 0 9 1108:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 5

Total 0 0 0 0 0 0 1 6 0 0 0 7 0 0 0 1 0 1 0 0 43 1 0 44 52

09:00 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 7 0 0 7 909:15 PM 0 0 0 0 0 0 1 1 0 0 0 2 0 0 0 0 0 0 0 0 5 3 0 8 1009:30 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 9 1 0 10 1209:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 1 0 6 6

Total 0 0 0 0 0 0 1 5 0 0 0 6 0 0 0 0 0 0 0 0 26 5 0 31 37

10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 4 1 0 5 610:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 710:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 3











Total 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 1 0 0 18 2 0 20 22

11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 111:15 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 211:30 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 311:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 3

Total 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 7 0 0 7 9

Grand Total 0 0 0 0 0 0 9 108 0 0 0 117 0 0 0 43 0 43 0 0 1935 76 0 2011 2171Apprch % 0 0 0 0 0 7.7 92.3 0 0 0 0 0 0 100 0 0 0 96.2 3.8 0

Total % 0 0 0 0 0 0 0.4 5 0 0 0 5.4 0 0 0 2 0 2 0 0 89.1 3.5 0 92.6Cars + 0 0 0 0 0 0 9 106 0 0 0 115 0 0 0 43 0 43 0 0 1921 71 0 1992 2150

% Cars + 0 0 0 0 0 0 100 98.1 0 0 0 98.3 0 0 0 100 0 100 0 0 99.3 93.4 0 99.1 99Trucks 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 14 5 0 19 21

% Trucks 0 0 0 0 0 0 0 1.9 0 0 0 1.7 0 0 0 0 0 0 0 0 0.7 6.6 0 0.9 1






Woo

dbur

y La

kes

Rd

Woodbury Lakes R

d

Spring Hill Dr

Right

0 0 0

Thru

0 0 0

Left

0 0 0

UTrn

0 0 0

Peds

0 0 0

InOut Total0 0 0 0 0 0 0 0 0

Out0 0 0 In0 0 0 Total0 0 0

Right 0 0 0

Thru 0 0 0 Left

106 2 108

UTrn 9 0 9

Peds 0 0 0

Out

TotalIn

1964 115

2079 14

2 16

1978 2095

117

Out

9 0

9 In

0 0

0 Tota

l

9 0

9 UTrn0 0 0

Left0 0 0

Thru0 0 0

Right43 0

43

Peds0 0 0

Out TotalIn

177 43 220 7 0 7

184 227 43

Out

0 0 0

In

0 0 0

Total

0 0 0

UTr

n0 0 0 Le

ft0 0 0 Th

ru

1921

14

19

35

Rig

ht71 5 76

Peds

0 0 0

Tota

lO

utIn

0 19

92

1992

0

19

19

0 20

11

2011

Out0

0 0

In 0 0

0

Total0

0 0

1/6/2017 12:00 AM1/6/2017 11:45 PM Cars +Trucks

North










09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 0 0 13 1309:15 AM 0 0 0 0 0 0 1 1 0 0 0 2 0 0 0 1 0 1 0 0 26 1 0 27 3009:30 AM 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 25 0 0 25 2609:45 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 33 1 0 34 35

Total Volume 0 0 0 0 0 0 2 2 0 0 0 4 0 0 0 1 0 1 0 0 97 2 0 99 104% App. Total 0 0 0 0 0 50 50 0 0 0 0 0 0 100 0 0 0 98 2 0

PHF .000 .000 .000 .000 .000 .000 .500 .500 .000 .000 .000 .500 .000 .000 .000 .250 .000 .250 .000 .000 .735 .500 .000 .728 .743

Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 11:45 AM

11:45 AM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 44 1 0 45 4712:00 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 53 1 0 54 5612:15 PM 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 0 0 0 0 0 38 5 0 43 4612:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 44 0 0 44 45


PHF .000 .000 .000 .000 .000 .000 .000 .583 .000 .000 .000 .583 .000 .000 .000 .250 .000 .250 .000 .000 .844 .350 .000 .861 .866


04:00 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 1 0 0 57 5 0 62 6404:15 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 2 0 2 0 0 53 1 0 54 5804:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 67 2 0 69 6904:45 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 3 0 3 0 0 68 1 0 69 74


PHF .000 .000 .000 .000 .000 .000 .000 .625 .000 .000 .000 .625 .000 .000 .000 .500 .000 .500 .000 .000 .901 .450 .000 .920 .895











Total 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 1 0 1 0 0 3 0 0 3 6

01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 101:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 001:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 001:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1

02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 003:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 003:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 003:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1

04:00 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 104:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 204:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 3

05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 005:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 305:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 505:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 10 10

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 0 0 18 18

06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 106:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 206:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 0 4 406:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 6

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 1 0 13 13

07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 207:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 107:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 4 0 0 4 5











Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 13 1 0 14 15

08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 9 908:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 9 908:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 25 0 0 25 2608:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 0 0 26 26

Total 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 69 0 0 69 70

09:00 AM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 20 2 0 22 2409:15 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 1 0 0 27 0 0 27 2909:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 27 0 0 27 2709:45 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 2 0 2 0 0 27 1 0 28 31

Total 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 3 0 3 0 0 101 3 0 104 111

10:00 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 2 0 2 0 0 32 0 0 32 3510:15 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 34 0 0 34 3510:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 42 1 0 43 4410:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 49 3 0 52 53

Total 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 4 0 4 0 0 157 4 0 161 167

11:00 AM 0 0 0 0 0 0 1 3 0 0 0 4 0 0 0 1 0 1 0 0 32 1 0 33 3811:15 AM 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 1 0 1 0 0 44 1 0 45 5011:30 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 1 0 0 50 1 0 51 5311:45 AM 0 0 0 0 0 0 1 3 0 0 0 4 0 0 0 1 0 1 0 0 59 5 0 64 69

Total 0 0 0 0 0 0 2 11 0 0 0 13 0 0 0 4 0 4 0 0 185 8 0 193 210

12:00 PM 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 1 0 1 0 0 62 0 0 62 6712:15 PM 0 0 0 0 0 0 0 5 0 0 0 5 0 0 0 3 0 3 0 0 48 3 0 51 5912:30 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 53 0 0 53 5412:45 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 3 0 3 0 0 53 1 0 54 59

Total 0 0 0 0 0 0 0 12 0 0 0 12 0 0 0 7 0 7 0 0 216 4 0 220 239

01:00 PM 0 0 0 0 0 0 0 5 0 0 0 5 0 0 0 1 0 1 0 0 48 0 0 48 5401:15 PM 0 0 0 0 0 0 0 5 0 0 0 5 0 0 0 0 0 0 0 0 55 1 0 56 6101:30 PM 0 0 0 0 0 0 0 5 0 0 0 5 0 0 0 3 0 3 0 0 62 0 0 62 7001:45 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 53 0 0 53 54

Total 0 0 0 0 0 0 0 16 0 0 0 16 0 0 0 4 0 4 0 0 218 1 0 219 239

02:00 PM 0 0 0 0 0 0 1 1 0 0 0 2 0 0 0 1 0 1 0 0 52 2 0 54 5702:15 PM 0 0 0 0 0 0 0 7 0 0 0 7 0 0 0 1 0 1 0 0 67 2 0 69 7702:30 PM 0 0 0 0 0 0 1 10 0 0 0 11 0 0 0 1 0 1 0 0 46 2 0 48 6002:45 PM 0 0 0 0 0 0 0 7 0 0 0 7 0 0 0 1 0 1 0 0 65 3 0 68 76

Total 0 0 0 0 0 0 2 25 0 0 0 27 0 0 0 4 0 4 0 0 230 9 0 239 270











Total 0 0 0 0 0 0 2 19 0 0 0 21 0 0 0 4 0 4 0 0 208 5 0 213 238

04:00 PM 0 0 0 0 0 0 0 5 0 0 0 5 0 0 0 1 0 1 0 0 51 2 0 53 5904:15 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 44 3 0 47 4904:30 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 35 2 0 37 3804:45 PM 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 50 0 0 50 51

Total 0 0 0 0 0 0 1 8 0 0 0 9 0 0 0 1 0 1 0 0 180 7 0 187 197

05:00 PM 0 0 0 0 0 0 0 5 0 0 0 5 0 0 0 2 0 2 0 0 36 0 0 36 4305:15 PM 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 0 0 0 0 0 44 1 0 45 4805:30 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 1 0 1 0 0 32 1 0 33 3605:45 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 2 0 2 0 0 40 1 0 41 44

Total 0 0 0 0 0 0 0 11 0 0 0 11 0 0 0 5 0 5 0 0 152 3 0 155 171

06:00 PM 0 0 0 0 0 0 0 5 0 0 0 5 0 0 0 1 0 1 0 0 37 2 0 39 4506:15 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 2 0 2 0 0 40 0 0 40 4306:30 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 34 2 0 36 3706:45 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 33 2 0 35 36

Total 0 0 0 0 0 0 0 8 0 0 0 8 0 0 0 3 0 3 0 0 144 6 0 150 161

07:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 16 0 0 16 1707:15 PM 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 0 0 0 0 0 19 1 0 20 2407:30 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 19 0 0 19 2107:45 PM 0 0 0 0 0 0 0 6 0 0 0 6 0 0 0 1 0 1 0 0 15 1 0 16 23

Total 0 0 0 0 0 0 0 12 0 0 0 12 1 0 0 1 0 2 0 0 69 2 0 71 85

08:00 PM 0 0 0 0 0 0 1 2 0 0 0 3 0 0 0 0 0 0 0 0 14 0 0 14 1708:15 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 6 1 0 7 908:30 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 16 0 0 16 1708:45 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 2 2 0 4 5

Total 0 0 0 0 0 0 1 6 0 0 0 7 0 0 0 0 0 0 0 0 38 3 0 41 48

09:00 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 1 0 1 0 0 7 1 0 8 1109:15 PM 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 0 0 0 0 0 5 0 0 5 809:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 5 0 0 5 609:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 1 0 10 10

Total 0 0 0 0 0 0 0 5 0 0 0 5 0 0 0 2 0 2 0 0 26 2 0 28 35

10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 2 0 0 2 410:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 1 0 7 710:30 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 3 0 0 3 4











Total 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 2 0 2 0 0 12 1 0 13 18

11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 211:15 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 311:30 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 1 1 0 2 311:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1

Total 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 6 1 0 7 9

Grand Total 0 0 0 0 0 0 8 147 0 0 0 155 2 0 0 46 0 48 0 0 2061 61 0 2122 2325Apprch % 0 0 0 0 0 5.2 94.8 0 0 0 4.2 0 0 95.8 0 0 0 97.1 2.9 0

Total % 0 0 0 0 0 0 0.3 6.3 0 0 0 6.7 0.1 0 0 2 0 2.1 0 0 88.6 2.6 0 91.3Cars + 0 0 0 0 0 0 8 146 0 0 0 154 2 0 0 46 0 48 0 0 2058 61 0 2119 2321

% Cars + 0 0 0 0 0 0 100 99.3 0 0 0 99.4 100 0 0 100 0 100 0 0 99.9 100 0 99.9 99.8Trucks 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 3 0 0 3 4

% Trucks 0 0 0 0 0 0 0 0.7 0 0 0 0.6 0 0 0 0 0 0 0 0 0.1 0 0 0.1 0.2






Woo

dbur

y La

kes

Rd

Woodbury Lakes R

d

Spring Hill Dr

Right

0 0 0

Thru

0 0 0

Left

0 0 0

UTrn

0 0 0

Peds

0 0 0

InOut Total0 0 0 0 0 0 0 0 0

Out0 0 0 In0 0 0 Total0 0 0

Right 0 0 0

Thru 0 0 0 Left

146 1 147

UTrn 8 0 8

Peds 0 0 0

Out

TotalIn

2104 154

2258 3

1 4

2107 2262

155

Out

8 0

8 In

0 0

0 Tota

l

8 0

8 UTrn2 0 2

Left0 0 0

Thru0 0 0

Right46 0

46

Peds0 0 0

Out TotalIn

207 48 255 1 0 1

208 256 48

Out

2 0 2

In

0 0 0

Total

2 0 2

UTr

n0 0 0 Le

ft0 0 0 Th

ru

2058

3 20

61

Rig

ht61 0 61

Peds

0 0 0

Tota

lO

utIn

0 21

19

2119

0

3 3

0 21

22

2122

Out0

0 0

In 0 0

0

Total0

0 0

1/7/2017 12:00 AM1/7/2017 11:45 PM Cars +Trucks

North










09:00 AM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 20 2 0 22 2409:15 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 1 0 0 27 0 0 27 2909:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 27 0 0 27 2709:45 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 2 0 2 0 0 27 1 0 28 31


PHF .000 .000 .000 .000 .000 .000 .000 .500 .000 .000 .000 .500 .000 .000 .000 .375 .000 .375 .000 .000 .935 .375 .000 .929 .895

Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 11:45 AM

11:45 AM 0 0 0 0 0 0 1 3 0 0 0 4 0 0 0 1 0 1 0 0 59 5 0 64 6912:00 PM 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 1 0 1 0 0 62 0 0 62 6712:15 PM 0 0 0 0 0 0 0 5 0 0 0 5 0 0 0 3 0 3 0 0 48 3 0 51 5912:30 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 53 0 0 53 54

Total Volume 0 0 0 0 0 0 1 13 0 0 0 14 0 0 0 5 0 5 0 0 222 8 0 230 249% App. Total 0 0 0 0 0 7.1 92.9 0 0 0 0 0 0 100 0 0 0 96.5 3.5 0

PHF .000 .000 .000 .000 .000 .000 .250 .650 .000 .000 .000 .700 .000 .000 .000 .417 .000 .417 .000 .000 .895 .400 .000 .898 .902


02:15 PM 0 0 0 0 0 0 0 7 0 0 0 7 0 0 0 1 0 1 0 0 67 2 0 69 7702:30 PM 0 0 0 0 0 0 1 10 0 0 0 11 0 0 0 1 0 1 0 0 46 2 0 48 6002:45 PM 0 0 0 0 0 0 0 7 0 0 0 7 0 0 0 1 0 1 0 0 65 3 0 68 7603:00 PM 0 0 0 0 0 0 1 9 0 0 0 10 0 0 0 2 0 2 0 0 52 1 0 53 65

Total Volume 0 0 0 0 0 0 2 33 0 0 0 35 0 0 0 5 0 5 0 0 230 8 0 238 278% App. Total 0 0 0 0 0 5.7 94.3 0 0 0 0 0 0 100 0 0 0 96.6 3.4 0

PHF .000 .000 .000 .000 .000 .000 .500 .825 .000 .000 .000 .795 .000 .000 .000 .625 .000 .625 .000 .000 .858 .667 .000 .862 .903




File Name : 6 - Woodbury Lakes Rd & Site Access 1, 1-6-17Site Code : 6Start Date : 1/6/2017Page No : 1

Woodbury Lakes Rd & Site Access 1Woodbury, MN


SouthboundSite Access 1Westbound

Woodbury Lakes RdNorthbound

Site Access 1Eastbound

Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total

04:00 PM 0 7 24 1 0 32 0 24 8 1 0 33 0 17 3 14 0 34 0 4 5 30 0 39 13804:15 PM 0 11 19 2 0 32 0 25 4 0 0 29 0 15 3 23 0 41 0 6 4 22 0 32 13404:30 PM 0 9 20 0 0 29 0 28 5 1 0 34 0 21 0 15 0 36 0 4 2 28 0 34 13304:45 PM 0 16 18 0 0 34 0 24 11 1 0 36 0 23 1 15 0 39 0 3 3 36 0 42 151

Total 0 43 81 3 0 127 0 101 28 3 0 132 0 76 7 67 0 150 0 17 14 116 0 147 556

05:00 PM 0 5 16 6 0 27 0 30 9 2 0 41 0 21 4 13 0 38 0 2 9 29 0 40 146

Total 0 5 16 6 0 27 0 30 9 2 0 41 0 21 4 13 0 38 0 2 9 29 0 40 146

Grand Total 0 48 97 9 0 154 0 131 37 5 0 173 0 97 11 80 0 188 0 19 23 145 0 187 702Apprch % 0 31.2 63 5.8 0 0 75.7 21.4 2.9 0 0 51.6 5.9 42.6 0 0 10.2 12.3 77.5 0

Total % 0 6.8 13.8 1.3 0 21.9 0 18.7 5.3 0.7 0 24.6 0 13.8 1.6 11.4 0 26.8 0 2.7 3.3 20.7 0 26.6Cars + 0 47 95 9 0 151 0 131 36 5 0 172 0 97 11 79 0 187 0 19 23 144 0 186 696

% Cars + 0 97.9 97.9 100 0 98.1 0 100 97.3 100 0 99.4 0 100 100 98.8 0 99.5 0 100 100 99.3 0 99.5 99.1Trucks 0 1 2 0 0 3 0 0 1 0 0 1 0 0 0 1 0 1 0 0 0 1 0 1 6

% Trucks 0 2.1 2.1 0 0 1.9 0 0 2.7 0 0 0.6 0 0 0 1.2 0 0.5 0 0 0 0.7 0 0.5 0.9






Woodbury Lakes Rd

Site

Acc

ess

1 Site Access 1

Woodbury Lakes Rd

Right

9 0 9

Thru

95 2

97 Left

47 1

48 UTrn

0 0 0

Peds

0 0 0

InOut Total35 151 186 0 3 3

35 189 154

Out0 0 0 In0 0 0 Total0 0 0

Right 5 0 5

Thru 36 1 37

Left

131 0 131

UTrn 0 0 0

Peds 0 0 0

Out

TotalIn

149 172

321 2

1 3

151 324

173

Out

0 0

0 In

0 0

0 Tota

l

0 0

0 UTrn0 0 0

Left97 0

97

Thru11 0

11

Right79 1

80

Peds0 0 0

Out TotalIn

370 187 557 3 1 4

373 561 188

Out

0 0 0

In

0 0 0

Total

0 0 0

UTr

n0 0 0 Le

ft19 0 19

Thru23

0 23

Rig

ht144 1

145

Peds

0 0 0

Tota

lO

utIn

142

186

328

1 1

2 14

3 33

0 18

7

Out0

0 0

In 0 0

0

Total0

0 0

1/6/2017 12:00 AM1/6/2017 11:45 PM Cars +Trucks

North







Site Access 1Westbound



Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. TotalPeak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:15 PM

04:15 PM 0 11 19 2 0 32 0 25 4 0 0 29 0 15 3 23 0 41 0 6 4 22 0 32 13404:30 PM 0 9 20 0 0 29 0 28 5 1 0 34 0 21 0 15 0 36 0 4 2 28 0 34 13304:45 PM 0 16 18 0 0 34 0 24 11 1 0 36 0 23 1 15 0 39 0 3 3 36 0 42 15105:00 PM 0 5 16 6 0 27 0 30 9 2 0 41 0 21 4 13 0 38 0 2 9 29 0 40 146

Total Volume 0 41 73 8 0 122 0 107 29 4 0 140 0 80 8 66 0 154 0 15 18 115 0 148 564% App. Total 0 33.6 59.8 6.6 0 0 76.4 20.7 2.9 0 0 51.9 5.2 42.9 0 0 10.1 12.2 77.7 0

PHF .000 .641 .913 .333 .000 .897 .000 .892 .659 .500 .000 .854 .000 .870 .500 .717 .000 .939 .000 .625 .500 .799 .000 .881 .934







SouthboundSite Access 1Westbound



Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total

02:00 PM 0 13 1 4 0 18 0 26 22 1 0 49 0 40 5 19 0 64 0 3 8 41 0 52 18302:15 PM 0 9 10 5 0 24 0 31 20 3 0 54 0 32 3 27 0 62 0 2 8 46 0 56 19602:30 PM 0 22 6 1 0 29 0 25 20 5 0 50 0 23 3 22 0 48 0 0 14 39 0 53 18002:45 PM 0 11 17 4 0 32 0 31 15 2 0 48 0 27 9 21 0 57 0 1 8 60 0 69 206

Total 0 55 34 14 0 103 0 113 77 11 0 201 0 122 20 89 0 231 0 6 38 186 0 230 765

Grand Total 0 55 34 14 0 103 0 113 77 11 0 201 0 122 20 89 0 231 0 6 38 186 0 230 765Apprch % 0 53.4 33 13.6 0 0 56.2 38.3 5.5 0 0 52.8 8.7 38.5 0 0 2.6 16.5 80.9 0

Total % 0 7.2 4.4 1.8 0 13.5 0 14.8 10.1 1.4 0 26.3 0 15.9 2.6 11.6 0 30.2 0 0.8 5 24.3 0 30.1Cars + 0 55 34 14 0 103 0 113 77 11 0 201 0 122 20 89 0 231 0 6 38 186 0 230 765

% Cars + 0 100 100 100 0 100 0 100 100 100 0 100 0 100 100 100 0 100 0 100 100 100 0 100 100Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

% Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0






Woodbury Lakes Rd

Site

Acc

ess

1 Site Access 1

Woodbury Lakes Rd

Right

14 0

14 Thru

34 0

34 Left

55 0

55 UTrn

0 0 0

Peds

0 0 0

InOut Total37 103 140 0 0 0

37 140 103

Out0 0 0 In0 0 0 Total0 0 0

Right 11 0

11 Thru 77 0

77 Left

113 0 113

UTrn 0 0 0

Peds 0 0 0

Out

TotalIn

182 201

383 0

0 0

182 383

201

Out

0 0

0 In

0 0

0 Tota

l

0 0

0 UTrn0 0 0

Left122

0 122

Thru20 0

20

Right89 0

89

Peds0 0 0

Out TotalIn

333 231 564 0 0 0

333 564 231

Out

0 0 0

In

0 0 0

Total

0 0 0

UTr

n0 0 0 Le

ft6 0 6 Th

ru38 0 38

Rig

ht186 0

186

Peds

0 0 0

Tota

lO

utIn

213

230

443

0 0

0 21

3 44

3 23

0

Out0

0 0

In 0 0

0

Total0

0 0

1/7/2017 12:00 AM1/7/2017 11:45 PM Cars +Trucks

North







Site Access 1Westbound



Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. TotalPeak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 02:00 PM

02:00 PM 0 13 1 4 0 18 0 26 22 1 0 49 0 40 5 19 0 64 0 3 8 41 0 52 18302:15 PM 0 9 10 5 0 24 0 31 20 3 0 54 0 32 3 27 0 62 0 2 8 46 0 56 19602:30 PM 0 22 6 1 0 29 0 25 20 5 0 50 0 23 3 22 0 48 0 0 14 39 0 53 18002:45 PM 0 11 17 4 0 32 0 31 15 2 0 48 0 27 9 21 0 57 0 1 8 60 0 69 206

Total Volume 0 55 34 14 0 103 0 113 77 11 0 201 0 122 20 89 0 231 0 6 38 186 0 230 765% App. Total 0 53.4 33 13.6 0 0 56.2 38.3 5.5 0 0 52.8 8.7 38.5 0 0 2.6 16.5 80.9 0

PHF .000 .625 .500 .700 .000 .805 .000 .911 .875 .550 .000 .931 .000 .763 .556 .824 .000 .902 .000 .500 .679 .775 .000 .833 .928







Southbound WestboundWoodbury Lakes Rd

NorthboundSite Access 2

EastboundStart Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total

12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:15 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

Total 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2

01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 001:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 001:30 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 101:45 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

Total 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2

02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 003:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 003:30 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 103:45 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

Total 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2

04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 104:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:45 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

Total 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2

05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 8 0 1 0 0 0 1 905:15 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 3 0 0 0 3 0 1 0 0 0 1 505:30 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 2 0 1 0 2 0 3 605:45 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 5 0 0 0 5 0 0 0 0 0 0 6

Total 0 0 3 0 0 3 0 0 0 0 0 0 0 18 0 0 0 18 0 3 0 2 0 5 26

06:00 AM 0 0 2 0 0 2 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 3 0 3 606:15 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 9 1006:30 AM 0 0 2 0 0 2 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 3 0 3 706:45 AM 0 0 4 1 0 5 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 1 0 1 9

Total 0 0 9 1 0 10 0 0 0 0 0 0 0 5 1 0 0 6 0 0 0 16 0 16 32

07:00 AM 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 207:15 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 207:30 AM 0 0 3 0 0 3 0 0 0 0 0 0 0 3 1 0 0 4 0 0 0 1 0 1 8










07:45 AM 0 0 7 0 0 7 0 0 0 0 0 0 0 4 5 0 0 9 0 0 0 2 0 2 18Total 0 0 13 0 0 13 0 0 0 0 0 0 0 8 6 0 0 14 0 0 0 3 0 3 30

08:00 AM 0 0 6 1 0 7 0 0 0 0 0 0 0 3 2 0 0 5 0 0 0 3 0 3 1508:15 AM 0 0 5 1 0 6 0 0 0 0 0 0 0 9 0 0 0 9 0 0 0 4 0 4 1908:30 AM 0 0 5 0 0 5 0 0 0 0 0 0 0 9 4 0 0 13 0 0 0 5 0 5 2308:45 AM 0 0 6 1 0 7 0 0 0 0 0 0 0 13 7 0 0 20 0 0 0 8 0 8 35

Total 0 0 22 3 0 25 0 0 0 0 0 0 0 34 13 0 0 47 0 0 0 20 0 20 92

09:00 AM 0 0 1 1 0 2 0 0 0 0 0 0 0 15 8 0 0 23 0 0 0 9 0 9 3409:15 AM 0 0 14 2 0 16 0 0 0 0 0 0 0 28 8 0 0 36 0 1 0 19 0 20 7209:30 AM 0 0 15 0 0 15 0 0 0 0 0 0 0 18 11 0 0 29 0 0 0 17 0 17 6109:45 AM 0 0 6 1 0 7 0 0 0 0 0 0 0 38 13 0 0 51 0 1 0 18 0 19 77

Total 0 0 36 4 0 40 0 0 0 0 0 0 0 99 40 0 0 139 0 2 0 63 0 65 244

10:00 AM 0 0 23 3 0 26 0 0 0 0 0 0 0 18 25 0 0 43 0 2 0 22 0 24 9310:15 AM 0 0 17 7 0 24 0 0 0 0 0 0 0 30 28 0 0 58 0 1 0 34 0 35 11710:30 AM 0 0 35 3 3 41 0 0 0 0 0 0 0 33 24 0 0 57 0 1 0 36 0 37 13510:45 AM 0 0 25 5 0 30 0 0 0 0 0 0 0 30 20 0 0 50 0 1 0 41 0 42 122

Total 0 0 100 18 3 121 0 0 0 0 0 0 0 111 97 0 0 208 0 5 0 133 0 138 467

11:00 AM 0 0 38 2 0 40 0 0 0 0 0 0 0 32 31 0 0 63 0 1 0 35 0 36 13911:15 AM 0 0 38 4 0 42 0 0 0 0 0 0 0 20 35 0 0 55 0 1 0 38 0 39 13611:30 AM 0 0 42 3 0 45 0 0 0 0 0 0 0 30 40 0 0 70 0 2 0 34 0 36 15111:45 AM 0 0 35 7 2 44 0 0 0 0 0 0 0 31 34 0 0 65 0 2 0 47 0 49 158

Total 0 0 153 16 2 171 0 0 0 0 0 0 0 113 140 0 0 253 0 6 0 154 0 160 584

12:00 PM 0 0 51 4 0 55 0 0 0 0 0 0 0 34 39 0 0 73 0 0 0 60 0 60 18812:15 PM 0 0 44 10 0 54 0 0 0 0 0 0 0 34 41 0 0 75 0 0 0 38 0 38 16712:30 PM 0 0 54 15 0 69 0 0 0 0 0 0 0 36 44 0 0 80 0 1 0 53 1 55 20412:45 PM 0 0 70 4 0 74 0 0 0 0 0 0 0 37 35 0 0 72 0 2 0 63 1 66 212

Total 0 0 219 33 0 252 0 0 0 0 0 0 0 141 159 0 0 300 0 3 0 214 2 219 771

01:00 PM 0 0 52 2 0 54 0 0 0 0 0 0 0 29 22 0 0 51 0 1 0 67 0 68 17301:15 PM 0 0 58 6 0 64 0 0 0 0 0 0 0 44 39 0 0 83 0 3 0 62 0 65 21201:30 PM 0 0 55 7 0 62 0 0 0 0 0 0 0 45 32 0 0 77 0 1 0 66 2 69 20801:45 PM 0 0 54 10 0 64 0 0 0 0 0 0 0 42 32 0 0 74 0 0 0 71 0 71 209

Total 0 0 219 25 0 244 0 0 0 0 0 0 0 160 125 0 0 285 0 5 0 266 2 273 802

02:00 PM 0 0 48 3 0 51 0 0 0 0 0 0 0 37 31 0 0 68 0 5 0 60 0 65 18402:15 PM 0 0 51 7 0 58 0 0 0 0 0 0 0 36 42 0 0 78 0 5 0 53 0 58 19402:30 PM 0 0 51 10 0 61 0 0 0 0 0 0 0 33 31 0 0 64 0 4 0 69 1 74 19902:45 PM 0 0 54 5 0 59 0 0 0 0 0 0 0 37 43 0 0 80 0 2 0 66 0 68 207

Total 0 0 204 25 0 229 0 0 0 0 0 0 0 143 147 0 0 290 0 16 0 248 1 265 784










03:00 PM 0 0 56 6 0 62 0 0 0 0 0 0 0 41 28 0 0 69 0 4 0 60 1 65 19603:15 PM 0 0 59 3 0 62 0 0 0 0 0 0 0 43 43 0 0 86 0 4 0 56 0 60 20803:30 PM 0 0 49 7 0 56 0 0 0 0 0 0 0 45 46 0 0 91 0 3 0 54 0 57 20403:45 PM 0 0 63 12 0 75 0 0 0 0 0 0 0 42 35 0 0 77 0 4 0 73 1 78 230

Total 0 0 227 28 0 255 0 0 0 0 0 0 0 171 152 0 0 323 0 15 0 243 2 260 838

04:00 PM 0 0 76 5 0 81 0 0 0 0 0 0 0 42 38 0 0 80 0 0 0 56 1 57 21804:15 PM 0 0 54 8 0 62 0 0 0 0 0 0 0 50 44 0 0 94 0 3 0 84 1 88 24404:30 PM 0 0 66 7 0 73 0 0 0 0 0 0 0 36 36 0 0 72 0 4 0 54 0 58 20304:45 PM 0 0 69 9 0 78 0 0 0 0 0 0 0 46 55 0 0 101 0 4 0 76 0 80 259

Total 0 0 265 29 0 294 0 0 0 0 0 0 0 174 173 0 0 347 0 11 0 270 2 283 924

05:00 PM 0 0 69 11 0 80 0 0 0 0 0 0 0 50 44 0 0 94 0 5 0 87 0 92 26605:15 PM 0 0 63 12 0 75 0 0 0 0 0 0 0 33 39 0 0 72 0 1 0 56 2 59 20605:30 PM 0 0 50 7 0 57 0 0 0 0 0 0 0 27 45 0 0 72 0 2 0 61 0 63 19205:45 PM 0 0 62 7 0 69 0 0 0 0 0 0 0 31 40 0 0 71 0 2 0 60 0 62 202

Total 0 0 244 37 0 281 0 0 0 0 0 0 0 141 168 0 0 309 0 10 0 264 2 276 866

06:00 PM 0 0 49 10 0 59 0 0 0 0 0 0 1 37 37 0 0 75 0 0 0 56 0 56 19006:15 PM 0 0 40 6 0 46 0 0 0 0 0 0 1 27 34 0 0 62 0 6 0 62 0 68 17606:30 PM 0 0 47 11 0 58 0 0 0 0 0 0 0 26 43 0 0 69 0 3 0 62 0 65 19206:45 PM 0 0 54 5 0 59 0 0 0 0 0 0 0 25 30 0 0 55 0 4 0 51 0 55 169

Total 0 0 190 32 0 222 0 0 0 0 0 0 2 115 144 0 0 261 0 13 0 231 0 244 727

07:00 PM 0 0 50 1 0 51 0 0 0 0 0 0 0 20 26 0 0 46 0 1 0 40 2 43 14007:15 PM 0 0 46 4 0 50 0 0 0 0 0 0 0 13 21 0 0 34 0 1 0 33 1 35 11907:30 PM 0 0 43 3 0 46 0 0 0 0 0 0 0 9 18 0 0 27 0 2 0 28 2 32 10507:45 PM 0 0 60 3 0 63 0 0 0 0 0 0 0 8 14 0 0 22 0 0 0 32 0 32 117

Total 0 0 199 11 0 210 0 0 0 0 0 0 0 50 79 0 0 129 0 4 0 133 5 142 481

08:00 PM 0 0 59 4 0 63 0 0 0 0 0 0 0 11 12 0 0 23 0 0 0 42 0 42 12808:15 PM 0 0 56 4 0 60 0 0 0 0 0 0 0 9 12 0 0 21 0 2 0 19 0 21 10208:30 PM 0 0 40 3 0 43 0 0 0 0 0 0 0 5 9 0 0 14 0 0 0 41 5 46 10308:45 PM 0 0 25 6 0 31 0 0 0 0 0 0 0 5 1 0 0 6 0 0 0 27 4 31 68

Total 0 0 180 17 0 197 0 0 0 0 0 0 0 30 34 0 0 64 0 2 0 129 9 140 401

09:00 PM 0 0 24 1 0 25 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 13 1 14 4109:15 PM 0 0 16 0 0 16 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 9 0 9 2809:30 PM 0 0 31 1 0 32 0 0 0 0 0 0 0 1 3 0 0 4 0 0 0 13 0 13 4909:45 PM 0 0 4 1 0 5 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 3 0 3 11

Total 0 0 75 3 0 78 0 0 0 0 0 0 0 3 9 0 0 12 0 0 0 38 1 39 129

10:00 PM 0 0 13 1 0 14 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 5 0 5 2010:15 PM 0 0 12 1 0 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 1 12 2510:30 PM 0 0 10 1 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 13 5 19 30










10:45 PM 0 0 10 0 0 10 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 2 1 3 15Total 0 0 45 3 0 48 0 0 0 0 0 0 0 1 2 0 0 3 0 1 0 31 7 39 90

11:00 PM 0 0 8 1 0 9 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 2 4 6 1611:15 PM 0 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 811:30 PM 0 0 8 0 0 8 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1011:45 PM 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3

Total 0 0 25 1 0 26 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 4 4 8 37

Grand Total 0 0 2435 286 5 2726 0 0 0 0 0 0 2 1517 1493 0 0 3012 0 96 0 2462 37 2595 8333Apprch % 0 0 89.3 10.5 0.2 0 0 0 0 0 0.1 50.4 49.6 0 0 0 3.7 0 94.9 1.4

Total % 0 0 29.2 3.4 0.1 32.7 0 0 0 0 0 0 0 18.2 17.9 0 0 36.1 0 1.2 0 29.5 0.4 31.1Cars + 0 0 2416 280 5 2701 0 0 0 0 0 0 2 1500 1484 0 0 2986 0 95 0 2441 37 2573 8260

% Cars + 0 0 99.2 97.9 100 99.1 0 0 0 0 0 0 100 98.9 99.4 0 0 99.1 0 99 0 99.1 100 99.2 99.1Trucks 0 0 19 6 0 25 0 0 0 0 0 0 0 17 9 0 0 26 0 1 0 21 0 22 73

% Trucks 0 0 0.8 2.1 0 0.9 0 0 0 0 0 0 0 1.1 0.6 0 0 0.9 0 1 0 0.9 0 0.8 0.9






Woodbury Lakes Rd

Site

Acc

ess

2

Woodbury Lakes Rd

Right

280 6

286 Thru

2416 19

2435 Left

0 0 0

UTrn

0 0 0

Peds

5 0 5


10 25 35 1589 4315 2726

Out0 0 0 In0 0 0 Total0 0 0

Right 0 0 0

Thru 0 0 0 Left 0 0 0

UTrn 0 0 0

Peds 0 0 0

Out

TotalIn

0 0

0 0

0 0

0 0

0

Out

0 0

0 In

0 0

0 Tota

l

0 0

0 UTrn2 0 2

Left1500

17 1517

Thru1484

9 1493

Right0 0 0

Peds0 0 0

Out TotalIn

4857 2986 7843 40 26 66

4897 7909 3012

Out

2 0 2

In

0 0 0

Total

2 0 2

UTr

n0 0 0 Le

ft95 1 96

Thru

0 0 0 R

ight

2441

21

24

62

Peds37

0 37

Tota

lO

utIn

1780

25

73

4353

23

22

45

18

03

4398

25

95

Out0

0 0

In 0 0

0

Total0

0 0

1/6/2017 12:00 AM1/6/2017 11:45 PM Cars +Trucks

North






Woodbury Lakes RdSouthbound Westbound




09:00 AM 0 0 1 1 0 2 0 0 0 0 0 0 0 15 8 0 0 23 0 0 0 9 0 9 3409:15 AM 0 0 14 2 0 16 0 0 0 0 0 0 0 28 8 0 0 36 0 1 0 19 0 20 7209:30 AM 0 0 15 0 0 15 0 0 0 0 0 0 0 18 11 0 0 29 0 0 0 17 0 17 6109:45 AM 0 0 6 1 0 7 0 0 0 0 0 0 0 38 13 0 0 51 0 1 0 18 0 19 77

Total Volume 0 0 36 4 0 40 0 0 0 0 0 0 0 99 40 0 0 139 0 2 0 63 0 65 244% App. Total 0 0 90 10 0 0 0 0 0 0 0 71.2 28.8 0 0 0 3.1 0 96.9 0

PHF .000 .000 .600 .500 .000 .625 .000 .000 .000 .000 .000 .000 .000 .651 .769 .000 .000 .681 .000 .500 .000 .829 .000 .813 .792


12:45 PM 0 0 70 4 0 74 0 0 0 0 0 0 0 37 35 0 0 72 0 2 0 63 1 66 21201:00 PM 0 0 52 2 0 54 0 0 0 0 0 0 0 29 22 0 0 51 0 1 0 67 0 68 17301:15 PM 0 0 58 6 0 64 0 0 0 0 0 0 0 44 39 0 0 83 0 3 0 62 0 65 21201:30 PM 0 0 55 7 0 62 0 0 0 0 0 0 0 45 32 0 0 77 0 1 0 66 2 69 208

Total Volume 0 0 235 19 0 254 0 0 0 0 0 0 0 155 128 0 0 283 0 7 0 258 3 268 805% App. Total 0 0 92.5 7.5 0 0 0 0 0 0 0 54.8 45.2 0 0 0 2.6 0 96.3 1.1

PHF .000 .000 .839 .679 .000 .858 .000 .000 .000 .000 .000 .000 .000 .861 .821 .000 .000 .852 .000 .583 .000 .963 .375 .971 .949


04:15 PM 0 0 54 8 0 62 0 0 0 0 0 0 0 50 44 0 0 94 0 3 0 84 1 88 24404:30 PM 0 0 66 7 0 73 0 0 0 0 0 0 0 36 36 0 0 72 0 4 0 54 0 58 20304:45 PM 0 0 69 9 0 78 0 0 0 0 0 0 0 46 55 0 0 101 0 4 0 76 0 80 25905:00 PM 0 0 69 11 0 80 0 0 0 0 0 0 0 50 44 0 0 94 0 5 0 87 0 92 266

Total Volume 0 0 258 35 0 293 0 0 0 0 0 0 0 182 179 0 0 361 0 16 0 301 1 318 972% App. Total 0 0 88.1 11.9 0 0 0 0 0 0 0 50.4 49.6 0 0 0 5 0 94.7 0.3

PHF .000 .000 .935 .795 .000 .916 .000 .000 .000 .000 .000 .000 .000 .910 .814 .000 .000 .894 .000 .800 .000 .865 .250 .864 .914










12:00 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112:15 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 212:30 AM 0 0 3 0 0 3 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 512:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 5 0 0 5 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 1 0 1 8

01:00 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 201:15 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 101:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 001:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1

Total 0 0 2 0 0 2 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 4

02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 103:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 003:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 003:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 2

04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 104:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1

05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 005:15 AM 0 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 405:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 1 0 0 0 1 305:45 AM 0 0 4 0 0 4 0 0 0 0 0 0 0 8 1 0 0 9 0 0 0 0 0 0 13

Total 0 0 5 1 0 6 0 0 0 0 0 0 0 12 1 0 0 13 0 1 0 0 0 1 20

06:00 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 206:15 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 106:30 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 206:45 AM 0 0 2 0 0 2 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 1 0 1 6

Total 0 0 5 0 0 5 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 3 0 3 11

07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 207:15 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 207:30 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 3










07:45 AM 0 0 5 0 0 5 0 0 0 0 1 1 0 6 4 0 0 10 0 1 0 2 0 3 19Total 0 0 7 0 0 7 0 0 0 0 1 1 0 9 6 0 0 15 0 1 0 2 0 3 26

08:00 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 11 1 0 0 12 0 0 0 3 0 3 1608:15 AM 0 0 3 0 0 3 0 0 0 0 0 0 0 12 1 0 0 13 0 0 0 12 0 12 2808:30 AM 0 0 5 3 0 8 0 0 0 0 0 0 0 16 4 0 0 20 0 0 0 14 0 14 4208:45 AM 0 0 2 1 0 3 0 0 0 0 0 0 1 22 10 0 0 33 0 0 0 9 0 9 45

Total 0 0 10 5 0 15 0 0 0 0 0 0 1 61 16 0 0 78 0 0 0 38 0 38 131

09:00 AM 0 0 7 1 0 8 0 0 0 0 0 0 0 23 7 0 0 30 0 0 0 18 0 18 5609:15 AM 0 0 13 3 0 16 0 0 0 0 0 0 0 29 6 0 0 35 0 0 0 13 0 13 6409:30 AM 0 0 16 5 0 21 0 0 0 0 0 0 0 25 10 0 0 35 0 1 0 20 0 21 7709:45 AM 0 0 12 5 0 17 0 0 0 0 0 0 0 35 26 0 0 61 0 1 0 35 0 36 114

Total 0 0 48 14 0 62 0 0 0 0 0 0 0 112 49 0 0 161 0 2 0 86 0 88 311

10:00 AM 0 0 16 2 0 18 0 0 0 0 0 0 0 33 30 0 0 63 0 2 0 28 0 30 11110:15 AM 0 0 27 8 0 35 0 0 0 0 0 0 0 52 28 0 0 80 0 1 0 42 0 43 15810:30 AM 0 0 27 6 0 33 0 0 0 0 0 0 0 43 19 0 0 62 0 0 0 67 2 69 16410:45 AM 0 0 44 10 0 54 0 0 0 0 0 0 0 50 57 0 0 107 0 1 0 56 2 59 220

Total 0 0 114 26 0 140 0 0 0 0 0 0 0 178 134 0 0 312 0 4 0 193 4 201 653

11:00 AM 0 0 49 7 0 56 0 0 0 0 0 0 0 58 51 0 0 109 0 0 0 59 0 59 22411:15 AM 0 0 52 14 0 66 0 0 0 0 0 0 0 57 49 0 0 106 0 0 0 75 2 77 24911:30 AM 0 0 54 11 0 65 0 0 0 0 0 0 0 60 47 0 0 107 0 0 0 78 4 82 25411:45 AM 0 0 71 10 0 81 0 0 0 0 0 0 0 68 51 0 0 119 0 4 0 72 2 78 278

Total 0 0 226 42 0 268 0 0 0 0 0 0 0 243 198 0 0 441 0 4 0 284 8 296 1005

12:00 PM 0 0 68 7 0 75 0 0 0 0 0 0 0 52 65 0 0 117 0 3 0 99 0 102 29412:15 PM 0 0 74 9 0 83 0 0 0 0 0 0 0 45 69 0 0 114 0 5 0 76 0 81 27812:30 PM 0 0 67 7 0 74 0 0 0 0 0 0 0 71 59 0 0 130 0 1 0 68 0 69 27312:45 PM 0 0 80 14 0 94 0 0 0 0 0 0 0 54 59 0 0 113 0 3 0 88 6 97 304

Total 0 0 289 37 0 326 0 0 0 0 0 0 0 222 252 0 0 474 0 12 0 331 6 349 1149

01:00 PM 0 0 83 13 0 96 0 0 0 0 0 0 0 75 63 0 0 138 0 2 0 97 0 99 33301:15 PM 0 0 74 10 0 84 0 0 0 0 0 0 0 65 83 0 0 148 0 5 0 84 0 89 32101:30 PM 0 0 83 11 0 94 0 0 0 0 0 0 0 59 59 0 0 118 0 5 0 86 0 91 30301:45 PM 0 0 83 13 0 96 0 0 0 0 0 0 0 77 71 0 0 148 0 1 0 115 0 116 360

Total 0 0 323 47 0 370 0 0 0 0 0 0 0 276 276 0 0 552 0 13 0 382 0 395 1317

02:00 PM 0 0 85 7 0 92 0 0 0 0 0 0 0 70 76 0 0 146 0 3 0 104 0 107 34502:15 PM 0 0 87 12 0 99 0 0 0 0 0 0 0 48 66 0 0 114 0 4 0 100 0 104 31702:30 PM 0 0 100 10 0 110 0 0 0 0 0 0 0 79 57 0 0 136 0 3 0 115 0 118 36402:45 PM 0 0 106 17 0 123 0 0 0 0 0 0 0 50 49 0 0 99 0 4 0 104 0 108 330

Total 0 0 378 46 0 424 0 0 0 0 0 0 0 247 248 0 0 495 0 14 0 423 0 437 1356










03:00 PM 0 0 79 8 0 87 0 0 0 0 0 0 0 46 65 0 0 111 0 4 0 102 0 106 30403:15 PM 0 0 96 8 0 104 0 0 0 0 0 0 0 50 60 0 0 110 0 1 0 104 0 105 31903:30 PM 0 0 81 12 0 93 0 0 0 0 0 0 0 48 52 0 0 100 0 3 0 86 0 89 28203:45 PM 0 0 81 10 0 91 0 0 0 0 0 0 0 63 57 0 0 120 0 6 0 76 0 82 293

Total 0 0 337 38 0 375 0 0 0 0 0 0 0 207 234 0 0 441 0 14 0 368 0 382 1198

04:00 PM 0 0 83 9 0 92 0 0 0 0 0 0 0 57 45 0 0 102 0 1 0 82 0 83 27704:15 PM 0 0 74 9 0 83 0 0 0 0 0 0 0 44 57 0 0 101 0 7 0 93 0 100 28404:30 PM 0 0 94 14 0 108 0 0 0 0 0 0 0 65 54 0 0 119 0 1 0 86 0 87 31404:45 PM 0 0 73 6 0 79 0 0 0 0 0 0 0 56 42 0 0 98 0 4 0 76 0 80 257

Total 0 0 324 38 0 362 0 0 0 0 0 0 0 222 198 0 0 420 0 13 0 337 0 350 1132

05:00 PM 0 0 62 15 0 77 0 0 0 0 0 0 0 40 46 0 0 86 0 4 0 88 0 92 25505:15 PM 0 0 57 3 0 60 0 0 0 0 0 0 0 39 49 0 0 88 0 4 0 80 2 86 23405:30 PM 0 0 56 11 0 67 0 0 0 0 0 0 1 33 52 0 0 86 0 3 0 59 0 62 21505:45 PM 0 0 70 7 0 77 0 0 0 0 0 0 0 34 49 0 0 83 0 4 0 68 4 76 236

Total 0 0 245 36 0 281 0 0 0 0 0 0 1 146 196 0 0 343 0 15 0 295 6 316 940

06:00 PM 0 0 49 7 0 56 0 0 0 0 0 0 0 20 41 0 0 61 0 3 0 61 0 64 18106:15 PM 0 0 64 5 0 69 0 0 0 0 0 0 0 31 29 0 0 60 0 3 0 53 5 61 19006:30 PM 0 0 46 4 0 50 0 0 0 0 0 0 0 24 25 0 0 49 0 1 0 44 7 52 15106:45 PM 0 0 52 6 0 58 0 0 0 0 0 0 0 21 37 0 0 58 0 1 0 44 0 45 161

Total 0 0 211 22 0 233 0 0 0 0 0 0 0 96 132 0 0 228 0 8 0 202 12 222 683

07:00 PM 0 0 48 3 0 51 0 0 0 0 0 0 0 12 23 0 0 35 0 2 0 32 0 34 12007:15 PM 0 0 41 8 0 49 0 0 0 0 0 0 0 23 25 0 0 48 0 3 0 44 0 47 14407:30 PM 0 0 43 4 0 47 0 0 0 0 0 0 0 6 14 0 0 20 0 0 0 26 5 31 9807:45 PM 0 0 45 4 0 49 0 0 0 0 0 0 0 8 13 0 0 21 0 0 0 32 0 32 102

Total 0 0 177 19 0 196 0 0 0 0 0 0 0 49 75 0 0 124 0 5 0 134 5 144 464

08:00 PM 0 0 40 1 0 41 0 0 0 0 0 0 0 8 14 0 0 22 0 0 0 26 0 26 8908:15 PM 0 0 7 2 0 9 0 0 0 0 0 0 0 6 7 0 0 13 0 2 0 52 4 58 8008:30 PM 0 0 37 2 0 39 0 0 0 0 0 0 0 11 1 0 0 12 0 1 0 32 2 35 8608:45 PM 0 0 24 3 0 27 0 0 0 0 0 0 0 3 3 0 0 6 0 0 0 20 0 20 53

Total 0 0 108 8 0 116 0 0 0 0 0 0 0 28 25 0 0 53 0 3 0 130 6 139 308

09:00 PM 0 0 13 2 0 15 0 0 0 0 0 0 0 1 5 0 0 6 0 2 0 16 0 18 3909:15 PM 0 0 20 2 0 22 0 0 0 0 0 0 0 0 2 0 0 2 0 2 0 5 0 7 3109:30 PM 0 0 19 0 0 19 0 0 0 0 0 0 0 1 2 0 0 3 0 0 0 3 0 3 2509:45 PM 0 0 21 0 0 21 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 3 0 3 25

Total 0 0 73 4 0 77 0 0 0 0 0 0 0 2 10 0 0 12 0 4 0 27 0 31 120

10:00 PM 0 0 10 3 0 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 0 11 2410:15 PM 0 0 15 0 0 15 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 11 3 15 3010:30 PM 0 0 8 0 0 8 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 3 1 4 13










10:45 PM 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 5 12 15Total 0 0 36 3 0 39 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 32 9 42 82

11:00 PM 0 0 6 0 0 6 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 6 0 6 1311:15 PM 0 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 611:30 PM 0 0 4 1 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 611:45 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2

Total 0 0 16 1 0 17 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 8 0 8 27

Grand Total 0 0 2939 387 0 3326 0 0 0 0 1 1 2 2115 2057 0 0 4174 0 114 0 3277 56 3447 10948Apprch % 0 0 88.4 11.6 0 0 0 0 0 100 0 50.7 49.3 0 0 0 3.3 0 95.1 1.6

Total % 0 0 26.8 3.5 0 30.4 0 0 0 0 0 0 0 19.3 18.8 0 0 38.1 0 1 0 29.9 0.5 31.5Cars + 0 0 2935 386 0 3321 0 0 0 0 1 1 2 2109 2054 0 0 4165 0 114 0 3268 56 3438 10925

% Cars + 0 0 99.9 99.7 0 99.8 0 0 0 0 100 100 100 99.7 99.9 0 0 99.8 0 100 0 99.7 100 99.7 99.8Trucks 0 0 4 1 0 5 0 0 0 0 0 0 0 6 3 0 0 9 0 0 0 9 0 9 23

% Trucks 0 0 0.1 0.3 0 0.2 0 0 0 0 0 0 0 0.3 0.1 0 0 0.2 0 0 0 0.3 0 0.3 0.2






Woodbury Lakes Rd

Site

Acc

ess

2

Woodbury Lakes Rd

Right

386 1

387 Thru

2935 4

2939 Left

0 0 0

UTrn

0 0 0

Peds

0 0 0


3 5 8 2171 5497 3326

Out0 0 0 In0 0 0 Total0 0 0

Right 0 0 0

Thru 0 0 0 Left 0 0 0

UTrn 0 0 0

Peds 1 0 1

Out

TotalIn

0 1

1 0

0 0

0 1

1

Out

0 0

0 In

0 0

0 Tota

l

0 0

0 UTrn2 0 2

Left2109

6 2115

Thru2054

3 2057

Right0 0 0

Peds0 0 0

Out TotalIn

6203 4165 10368 13 9 22

6216 10390 4174

Out

2 0 2

In

0 0 0

Total

2 0 2

UTr

n0 0 0 Le

ft114 0

114

Thru

0 0 0 R

ight

3268

9 32

77

Peds56

0 56

Tota

lO

utIn

2495

34

38

5933

7

9 16

25

02

5949

34

47

Out0

0 0

In 0 0

0

Total0

0 0

1/7/2017 12:00 AM1/7/2017 11:45 PM Cars +Trucks

North






Woodbury Lakes RdSouthbound Westbound




09:00 AM 0 0 7 1 0 8 0 0 0 0 0 0 0 23 7 0 0 30 0 0 0 18 0 18 5609:15 AM 0 0 13 3 0 16 0 0 0 0 0 0 0 29 6 0 0 35 0 0 0 13 0 13 6409:30 AM 0 0 16 5 0 21 0 0 0 0 0 0 0 25 10 0 0 35 0 1 0 20 0 21 7709:45 AM 0 0 12 5 0 17 0 0 0 0 0 0 0 35 26 0 0 61 0 1 0 35 0 36 114

Total Volume 0 0 48 14 0 62 0 0 0 0 0 0 0 112 49 0 0 161 0 2 0 86 0 88 311% App. Total 0 0 77.4 22.6 0 0 0 0 0 0 0 69.6 30.4 0 0 0 2.3 0 97.7 0

PHF .000 .000 .750 .700 .000 .738 .000 .000 .000 .000 .000 .000 .000 .800 .471 .000 .000 .660 .000 .500 .000 .614 .000 .611 .682


01:00 PM 0 0 83 13 0 96 0 0 0 0 0 0 0 75 63 0 0 138 0 2 0 97 0 99 33301:15 PM 0 0 74 10 0 84 0 0 0 0 0 0 0 65 83 0 0 148 0 5 0 84 0 89 32101:30 PM 0 0 83 11 0 94 0 0 0 0 0 0 0 59 59 0 0 118 0 5 0 86 0 91 30301:45 PM 0 0 83 13 0 96 0 0 0 0 0 0 0 77 71 0 0 148 0 1 0 115 0 116 360

Total Volume 0 0 323 47 0 370 0 0 0 0 0 0 0 276 276 0 0 552 0 13 0 382 0 395 1317% App. Total 0 0 87.3 12.7 0 0 0 0 0 0 0 50 50 0 0 0 3.3 0 96.7 0

PHF .000 .000 .973 .904 .000 .964 .000 .000 .000 .000 .000 .000 .000 .896 .831 .000 .000 .932 .000 .650 .000 .830 .000 .851 .915


02:00 PM 0 0 85 7 0 92 0 0 0 0 0 0 0 70 76 0 0 146 0 3 0 104 0 107 34502:15 PM 0 0 87 12 0 99 0 0 0 0 0 0 0 48 66 0 0 114 0 4 0 100 0 104 31702:30 PM 0 0 100 10 0 110 0 0 0 0 0 0 0 79 57 0 0 136 0 3 0 115 0 118 36402:45 PM 0 0 106 17 0 123 0 0 0 0 0 0 0 50 49 0 0 99 0 4 0 104 0 108 330

Total Volume 0 0 378 46 0 424 0 0 0 0 0 0 0 247 248 0 0 495 0 14 0 423 0 437 1356% App. Total 0 0 89.2 10.8 0 0 0 0 0 0 0 49.9 50.1 0 0 0 3.2 0 96.8 0

PHF .000 .000 .892 .676 .000 .862 .000 .000 .000 .000 .000 .000 .000 .782 .816 .000 .000 .848 .000 .875 .000 .920 .000 .926 .931




Weekday Daily VolumesDAILY ENTER EXIT INTERNAL INTERNAL PASSBY PASSBY

RATE PERCENT PERCENT PERCENT TRIPS PERCENT TRIPS ENTER EXIT

Multiplex Movie Theater 445 Movie Screens 9.0 292.50 50% 50% 25% 658 0% 0 987 987

658 0 987 987

Friday Peak VolumesPEAK ENTER EXIT INTERNAL INTERNAL PASSBY PASSBY



51 0 91 63

Saturday Peak VolumesPEAK ENTER EXIT INTERNAL INTERNAL PASSBY PASSBY



156 0 243 224

NOTES:

1. All trip generation rates based on "Trip Generation", Institute of Transportation Engineers, 9th Edition unless otherwise noted.

2. Friday Peak Trip Generation is for the One Hour Between 4 and 6 p.m.

3. Saturday Peak Trip Generation is for the Peak Hour of Generator



High-Turnover (Sit-Down) Restaurant 932 1,000 GFA 16 127.15 50% 50% 15% 305 0% 0 865 865

305 0 865 865




24 58 46 31




34 82 58 51

NOTES:






High-Turnover (Sit-Down) Restaurant 932 1,000 GFA 56 127.15 50% 50% 15% 1,068 0% 0 3,026 3,026

Shopping Center 820 1,000 GFA 369.0 42.70 50% 50% 0% 0 0% 0 7,878 7,878

1,068 0 10,904 10,904




Shopping Center 820 1,000 GFA 369.0 3.71 48% 52% 0% 0 34% 465 434 470

83 667 594 577




Shopping Center 820 1,000 GFA 369.0 4.82 52% 48% 0% 0 34% 605 610 563

118 893 812 742

NOTES:




NEW TRIPS

Total

Total

LAND USEITE

CODE #

DEVELOPMENT

UNITSQUANTITY

NEW TRIPS

Total

LAND USEITE

CODE #

DEVELOPMENT

UNITSQUANTITY

NEW TRIPS

Total

LAND USEITE

CODE #

DEVELOPMENT

UNITSQUANTITY

NEW TRIPS

Total

LAND USEITE

CODE #

DEVELOPMENT

UNITSQUANTITY

NEW TRIPS

Total

LAND USEITE

CODE #

DEVELOPMENT

UNITSQUANTITY

LAND USEITE

CODE #

DEVELOPMENT

UNITSQUANTITY

NEW TRIPS

NEW TRIPS

Total

Total

LAND USEITE

CODE #

DEVELOPMENT

UNITSQUANTITY

NEW TRIPS

Total

LAND USEITE

CODE #

DEVELOPMENT

UNITSQUANTITY

NEW TRIPS

LAND USEITE

CODE #

DEVELOPMENT

UNITSQUANTITY

Table E1Forecasted Theater Trip Generation

Table E2Restaurant Usage Trip Generation

Table E3Originally Planned Woodbur Lakes Trip Generation

Appendix E: Trip Generation Tables


E1 Spack Consulting


Level of Service (LOS)Level of Service (LOS) is a qualitative description, similar to typical school grades, that traffic engineers use to communi-cate how good or bad traffic operations are on a corridor, intersection, or interchange.

Common FactorsTraffic can be a hard thing to quantify as everyone has a different tolerance for congestion. What seems excessively long to one person may seem good enough for another. These differences are readily apparent when comparing small towns or rural areas, where five cars an hour can be the norm, to big cities or downtowns, where less than hundred cars an hour, even in the middle of night, is rare.

To combat this issue and provide a consistent measuring tool for traffic studies, a “Level of Service” rating was developed. Level of Service ratings are based on the roadway or intersection characteristics and the amount of traffic. Just like grade school, LOS A represents the best traffic operations, where traffic flows freely. LOS F, on the other hand, represents failing operations, where the road or intersection is congested and running beyond maximum capacity. LOS E is typically considered “at capacity” which means the amount of traffic is right at the level the roadway or intersection can adequately accommodate. Using Level of Service letter grades provides an easy way to convey road operations to the general public and has been adopted across the United States.

Level of Service criteria have been developed for multiple types of traffic operations including:• Intersections• Urban Corridors• Freeways• Transit Service• Bicycle Operations• Pedestrian Operations

The most common LOS criteria used is for car operations at intersections; both signalized and unsignalized. For an intersection Level of Service analysis, average delay for cars travelling through the intersection is used to determine the appropriate grade. A high delay results in a poor LOS rating and equates to poor operations. Similarly, low delay results in a good LOS rating and equates to good or great operations.LOS can be determined for the intersection as a whole, or for individual movements. It is common during peak periods in major population areas for an intersection to have an acceptable overall LOS rating, but fail to achieve a good grade for individual movements.

Common Factors Impacting Level of Service

• Number of Lanes.•TrafficVolumes.•Intersection Control (stop sign, signal, roundabout,interchange.)

•Amountofaccessonacorridor.•Percentageofturningtraffic.•Traffic signal cycle length (green time devoted to eachapproach) and phasing (one green for all approachmovementsorseparategreenarrows.)

•Percentageofheavytrucks.•RoadwayGrades.•Distributionoftrafficwithinapeakhouraswellasoverthecourseofaday.

•Pedestrianactivity.•Bicycleactivity.

Appendix F: Level of Service (LOS)

Traffic Impact Study Woodbury Lakes Movie Theater F1 Spack Consulting

Resources

• Highway Capacity Manual, fifth edition

• Nation Cooperative Highway Research Program Report 616; Multimodal Level of Service Analysis for Urban Streets

• http://onlinepubs.trb.org/onlinepubs/nchrp/nchrp_rpt_616.pdf

• Florida Department of Transportation Quality/Level of Service Handbook

• http://www.dot.state.fl.us/planning/systems/programs/sm/los/pdfs/2009FDOTQLOS_Handbook.pdf

Although a Level of Service rating of A represents the best traffic operations, it is not always the most desirable. Providing LOS A for all corridors and all operations at all times would require a significant amount of land to be devoted to the road infrastructure, which makes it extremely costly to build and maintain. During non-peak times, like overnight, much of that infrastructure would sit unused. On the opposite side of the spectrum, a Level of Service rating of E and F represent traffic operations close to breaking down, or that already have. These ratings mean high delays, long queues, and slow speeds, not to mention driver frustration. Instead of trying to achieve one or the other, government agencies try to strike a balance between providing acceptable operations, neither falling nor flowing too freely. Because of this, LOS D is typically considered the lowest LOS acceptable by government agencies and is reflective of a balanced approach between cost and benefit.

About This BriefSpack Consulting prepared this brief as part of our company’s vision to significantly improve the practice of traffic engineering and transportation planning. Transportation professionals from around the world have assisted us in developing this document. We are providing this brief under the Creative Commons Attribution License. Feel free to use-modify-share this guide, but please give us some credit in your document. To request our whole series of Design Briefs and to be included on our distribution list for new materials, please email [email protected]. And please reach out if you have any comments or questions related to this Design Brief.

There are many tools and guidelines used to determine a roads Level of Service rating. Simple tools like generalized roadway capacities allow for planning-level efforts. While inexpensive and quick to complete, they are not as accurate as other options. More complicated tools, such as mi-cro-simulations, provide more accurate results, but cost more and take more time. It is important to understand the trade-offs between the analysis types as well as the purpose of the study.


Source: Florida Deptarment of Transportation

LOS A

LOS C

LOS D = Acceptable

LOS F = UnacceptableSource: City of San Jose, CA.

Appendix F: Level of Service (LOS)

Traffic Impact Study Woodbury Lakes Movie Theater F2 Spack Consulting

Version 4.00-02

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Intersection Analysis Summary

2/7/2017Report File: C:\...\Existing Friday.pdf

Scenario 2: Exist_Friday PEAK_1.25Vistro File: C:\...\Woodbury Lakes.vistro

V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. forall other control types, they are taken for the whole intersection.

C20.70.534SB ThruHCM 2010Two-way stopWoodbury Lakes Road &

Access 27

A9.0NB LeftHCM 2010All-way stopWoodbury Lakes Road &

Access 16

B10.20.009WB LeftHCM 2010Two-way stopWoodbury Lakes Road &

Spring Hill Drive5

C17.50.000SB LeftHCM 2010Two-way stopHudson Road and Woodbury

Lakes East Access4

D25.00.010SB ThruHCM 2010Two-way stopHudson Road and Turnberry

Alcove3

C18.20.025NB LeftHCM 2010Two-way stopHudson Road and Troon

Court2

B12.90.313SEB LeftHCM 2010SignalizedHudson Road and Woodbury

Lakes Road1

LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID

Scenario 2: 2: Exist_Friday PEAK_1.25

Appendix G: Capacity Analysis Backups


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0.313Volume to Capacity (v/c):

BLevel Of Service:

12.9Delay (sec / veh):

15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:

Intersection 1: Hudson Road and Woodbury Lakes Road

Intersection Level Of Service Report

YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

30.0030.0045.0045.00Speed [mph]

100.00100.00100.0075.00100.00100.00275.00100.00400.00220.00100.00435.00Pocket Length [ft]

000100101101No. of Lanes in Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]

RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement

Lane Configuration

SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach

Name

Intersection Setup

0000Bicycle Volume [bicycles/h]

0000Pedestrian Volume [ped/h]

000000000000Local Bus Stopping Rate [/h]

000000000000On-Street Parking Maneuver Rate [/h]

NoNoNoNoNoNoNoNoPresence of On-Street Parking

22030246121211093041224389216Total Analysis Volume [veh/h]

557623052776369754Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.98180.98180.98180.98180.98180.98180.98180.98180.98180.98180.98180.9818Peak Hour Factor

21629242121211072981224382212Total Hourly Volume [veh/h]

70004003500800Right-Turn on Red Volume [veh/h]

000000000000Other Volume [veh/h]

000000000000Existing Site Adjustment Volume [veh/h]

000000000000Pass-by Trips [veh/h]

000000000000Diverted Trips [veh/h]

000000000000Site-Generated Trips [veh/h]

000000000000In-Process Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor

28629242161211422981232382212Base Volume Input [veh/h]

Name

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0Pedestrian Clearance [s]

0Pedestrian Walk [s]

0Pedestrian Signal Group

Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]

NoNoNoNoNoNoPedestrian Recall

NoNoNoNoNoNoMaximum Recall

NoNoYesNoYesNoMinimum Recall

0.03.50.00.03.50.00.04.03.00.04.03.0l2, Clearance Lost Time [s]

0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]


070070070070Walk [s]

0.03.00.00.03.00.00.04.53.00.04.53.0Vehicle Extension [s]

000000000000Split [s]

0.02.00.00.02.00.00.01.51.50.01.51.5All red [s]

0.03.50.00.03.50.00.04.53.50.04.53.5Amber [s]

035003500442004430Maximum Green [s]

08008001270127Minimum Green [s]

--------Lead--LeadLead / Lag

Auxiliary Signal Groups

040080061025Signal group

PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type

Phasing & Timing

0.00Lost time [s]

SingleBandPermissive Mode

LeadGreenOffset Reference

0.0Offset [s]

Fully actuatedActuation Type

Free RunningCoordination Type

90Cycle Length [s]

-Signal Coordination Group

NoLocated in CBD

Intersection Settings




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85.27109.983.897.2434.3246.521.555.1744.9214.8295th-Percentile Queue Length [ft]

3.414.400.160.291.371.860.060.211.800.5995th-Percentile Queue Length [veh]



NoYesNoNoNoYesNoNoNoYesCritical Lane Group

BBBBBBAABALane Group LOS

16.8017.1913.4313.6714.2514.285.909.1110.236.14d, Delay for Lane Group [s/veh]

0.570.540.030.060.270.330.010.040.290.14X, volume / capacity

Lane Group Results

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

1.360.890.030.060.590.360.010.050.200.07d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.190.190.110.190.190.19k, delay calibration

15.4416.2913.4013.6113.6613.925.899.0710.036.06d1, Uniform Delay [s]

38351038338241091780760013441506c, Capacity [veh/h]

158315001583950158335471125158335472636s, saturation flow rate [veh/h]

0.140.180.010.020.070.090.010.020.110.08(v / s)_i Volume / Saturation Flow Rate

0.240.240.240.240.260.260.510.380.380.51g / C, Green / Cycle

11111111121224181824g_i, Effective Green Time [s]

3.503.503.503.504.004.000.004.004.000.00l2, Clearance Lost Time [s]

0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.505.505.505.506.006.006.006.006.006.00L, Total Lost Time per Cycle [s]

RCRCRCLRCLLane Group

Lane Group Calculations




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Movement, Approach, & Intersection Results

13.67 13.4313.67 17.19 16.8017.1914.256.14 10.23d_M, Delay for Movement [s/veh] 14.289.11 5.90

B BB BB BBBMovement LOS A BA A

13.59 17.02d_A, Approach Delay [s/veh] 14.038.78

B BApproach LOS A B

12.87d_I, Intersection Delay [s/veh]

BIntersection LOS

0.313Intersection V/C

----------------Ring 4

----------------Ring 3

------------8-65Ring 2

------------4-21Ring 1

Sequence




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CLevel Of Service:




Two-way stopControl Type:

Intersection 2: Hudson Road and Troon Court


YesYesYesCrosswalk

0.000.000.00Grade [%]

45.0045.0030.00Speed [mph]

100.00115.00220.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]

ThruLeftRightThruRightLeftTurning Movement

Lane Configuration

WestboundEastboundNorthboundApproach

Name

Intersection Setup




1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.96340.96340.96340.96340.96340.9634Peak Hour Factor








1.001.001.001.001.001.00Growth Rate

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor


Name

volumes




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CIntersection LOS


AACApproach LOS

0.090.0015.98d_A, Approach Delay [s/veh]

0.000.410.000.002.282.2895th-Percentile Queue Length [ft]

0.000.020.000.000.090.0995th-Percentile Queue Length [veh]

AAAABCMovement LOS

0.008.920.000.0010.6918.24d_M, Delay for Movement [s/veh]

0.000.010.000.010.000.03V/C, Movement V/C Ratio


000Number of Storage Spaces in Median

NoTwo-Stage Gap Acceptance

000Storage Area [veh]

NoFlared Lane

FreeFreeStopPriority Scheme





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DLevel Of Service:





Intersection 3: Hudson Road and Turnberry Alcove



0.000.000.000.00Grade [%]

45.0045.0030.0030.00Speed [mph]

300.00100.00225.00100.00100.00125.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration

WestboundEastboundSouthboundNorthboundApproach

Name

Intersection Setup





1.00000.96650.96650.96650.96651.00001.00001.00001.00000.96651.00000.9665Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

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DIntersection LOS


AACCApproach LOS

0.070.1018.1317.90d_A, Approach Delay [s/veh]

0.000.000.320.000.000.5720.3420.3420.341.881.881.8895th-Percentile Queue Length [ft]

0.000.000.010.000.000.020.810.810.810.080.080.0895th-Percentile Queue Length [veh]

AAAAAABDCBCCMovement LOS

0.000.008.850.000.008.4412.4025.0420.4510.6224.2620.81d_M, Delay for Movement [s/veh]

0.000.000.000.000.010.010.030.010.180.000.000.02V/C, Movement V/C Ratio



NoNoTwo-Stage Gap Acceptance


NoNoFlared Lane

FreeFreeStopStopPriority Scheme





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Intersection 4: Hudson Road and Woodbury Lakes East Access


YesYesYesCrosswalk

0.000.000.00Grade [%]

45.0045.0030.00Speed [mph]

100.00100.00100.00215.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]

RightThruThruLeftRightLeftTurning Movement

Lane Configuration

WestboundEastboundSouthboundApproach

Name

Intersection Setup





0.96010.96010.96010.96010.96010.9601Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Name

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CIntersection LOS


AAAApproach LOS




AAAAACMovement LOS







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BLevel Of Service:





Intersection 5: Woodbury Lakes Road & Spring Hill Drive


YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00000.89530.89530.89530.89531.0000Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Name

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BIntersection LOS


BAAApproach LOS




BAAAMovement LOS







Flared Lane

StopFreeFreePriority Scheme






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ALevel Of Service:




All-way stopControl Type:

Intersection 6: Woodbury Lakes Road & Access 1



0.000.000.000.00Grade [%]

30.0015.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00190.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00001.00001.00000.93381.00001.00001.00001.00001.00001.00001.00000.9338Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

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AIntersection LOS

9.04Intersection Delay [s/veh]

AAAAApproach LOS

9.318.568.989.27Approach Delay [s/veh]




Lanes






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CLevel Of Service:








0.000.000.000.00Grade [%]

30.0015.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00001.00001.00000.91261.00000.91260.91260.91261.00000.91260.91260.9126Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





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CIntersection LOS


ABCAApproach LOS




BBCCAAAMovement LOS







NoNoFlared Lane

FreeStopStopFreePriority Scheme






Version 4.00-02

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Lane Configuration and Traffic Control





Version 4.00-02

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Traffic Volume - Base Volume





Version 4.00-02

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2/7/2017Report File: C:\...\Existing Saturday.pdf

Scenario 1: Exist_Weekend PEAK_1.25Vistro File: C:\...\Woodbury Lakes.vistro


D28.20.677SB ThruHCM 2010Two-way stopWoodbury Lakes Road &

Access 27

B10.8NB LeftHCM 2010All-way stopWoodbury Lakes Road &

Access 16


Spring Hill Drive5


Lakes East Access4

E39.50.007SB ThruHCM 2010Two-way stopHudson Road and Turnberry

Alcove3


Court2

B14.90.419SEB RightHCM 2010SignalizedHudson Road and Woodbury

Lakes Road1


Scenario 1: 1: Exist_Weekend PEAK_1.25




Version 4.00-02

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BLevel Of Service:








0.000.000.000.00Grade [%]

30.0030.0045.0045.00Speed [mph]

100.00100.00100.0075.00100.00100.00275.00100.00400.00220.00100.00435.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup









0.97740.97740.97740.97740.97740.97740.97740.97740.97740.97740.97740.9774Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

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070070070070Walk [s]


000000000000Split [s]

0.02.00.00.02.00.00.01.51.50.01.51.5All red [s]

0.03.50.00.03.50.00.04.53.50.04.53.5Amber [s]

035003500442004430Maximum Green [s]






Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD






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BBBBBBABBALane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





15.9816.3612.5412.8916.0616.527.4010.6412.047.88d1, Uniform Delay [s]

46858346841237884869855912521289c, Capacity [veh/h]



0.290.290.290.290.240.240.480.350.350.48g / C, Green / Cycle











Version 4.00-02

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B BB BB BBBMovement LOS A BB A


B BApproach LOS B B


BIntersection LOS


----------------Ring 4

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CLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

45.0045.0030.00Speed [mph]

100.00115.00220.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





0.96620.96620.96620.96620.96620.9662Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Name

volumes





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AAAABCMovement LOS







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ELevel Of Service:








0.000.000.000.00Grade [%]

45.0045.0030.0030.00Speed [mph]

300.00100.00225.00100.00100.00125.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00000.97150.97150.97150.97151.00001.00001.00001.00000.97151.00000.9715Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




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EIntersection LOS


AADBApproach LOS




AAAAAACEDBDDMovement LOS







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YesYesYesCrosswalk

0.000.000.00Grade [%]

45.0045.0030.00Speed [mph]

100.00100.00100.00215.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





0.96010.96010.96010.96010.96010.9601Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Name

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AACApproach LOS




AAAABCMovement LOS







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YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00000.90260.90260.90260.90261.0000Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




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0.000.000.000.00Grade [%]

30.0015.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00190.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00001.00001.00000.92841.00001.00001.00001.00001.00001.00001.00000.9284Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

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BIntersection LOS


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Lanes






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DLevel Of Service:








0.000.000.000.00Grade [%]

30.0015.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00001.00001.00000.95191.00000.95190.95190.95191.00000.95190.95190.9519Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

DIntersection LOS


ABDAApproach LOS




BCDDAAAMovement LOS







NoNoFlared Lane







Version 4.00-02

Generated with






Version 4.00-02

Generated with






Version 4.00-02

Generated with


2/7/2017Report File: C:\...\2018 No-Build Friday.pdf

Scenario 4: 2018_Nobuild_Friday PEAK_1.25Vistro File: C:\...\Woodbury Lakes.vistro



Access 27


Access 16


Spring Hill Drive5


Lakes East Access4


Alcove3


Court2


Lakes Road1


Scenario 4: 4: 2018_Nobuild_Friday PEAK_1.25




Version 4.00-02

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

30.0030.0045.0045.00Speed [mph]

100.00100.00100.0075.00100.00100.00275.00100.00400.00220.00100.00435.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup









0.98180.98180.98180.98180.98180.98180.98180.98180.98180.98180.98180.9818Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with














070070070070Walk [s]


000000000000Split [s]

0.02.00.00.02.00.00.01.51.50.01.51.5All red [s]

0.03.50.00.03.50.00.04.53.50.04.53.5Amber [s]

035003500442004430Maximum Green [s]






Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD






Version 4.00-02

Generated with









Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





15.4516.3013.4113.6213.6614.045.949.0710.126.09d1, Uniform Delay [s]

38351038338241091878760013451477c, Capacity [veh/h]



0.240.240.240.240.260.260.510.380.380.51g / C, Green / Cycle











Version 4.00-02

Generated with





B BApproach LOS A B


BIntersection LOS


----------------Ring 4

----------------Ring 3

------------8-65Ring 2

------------4-21Ring 1

Sequence





Version 4.00-02

Generated with


CLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

45.0045.0030.00Speed [mph]

100.00115.00220.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





0.96340.96340.96340.96340.96340.9634Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

CIntersection LOS


AACApproach LOS




AAAABCMovement LOS







NoFlared Lane







Version 4.00-02

Generated with


DLevel Of Service:








0.000.000.000.00Grade [%]

45.0045.0030.0030.00Speed [mph]

300.00100.00225.00100.00100.00125.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00000.96650.96650.96650.96651.00001.00001.00001.00000.96651.00000.9665Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

DIntersection LOS


AACCApproach LOS




AAAAAABDCBDCMovement LOS







NoNoFlared Lane







Version 4.00-02

Generated with


CLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

45.0045.0030.00Speed [mph]

100.00100.00100.00215.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





0.96010.96010.96010.96010.96010.9601Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

CIntersection LOS


AABApproach LOS




AAAABCMovement LOS







NoFlared Lane







Version 4.00-02

Generated with


BLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00000.89530.89530.89530.89531.0000Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

BIntersection LOS


BAAApproach LOS




BAAAMovement LOS







Flared Lane







Version 4.00-02

Generated with

ALevel Of Service:








0.000.000.000.00Grade [%]

30.0015.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00190.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00001.00001.00000.93381.00001.00001.00001.00001.00001.00001.00000.9338Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

AIntersection LOS


AAAAApproach LOS





Lanes






Version 4.00-02

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

30.0015.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00001.00001.00000.91261.00000.91260.91260.91261.00000.91260.91260.9126Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

CIntersection LOS


ABCAApproach LOS




BBCCAAAMovement LOS







NoNoFlared Lane







Version 4.00-02

Generated with






Version 4.00-02

Generated with






Version 4.00-02

Generated with

Traffic Volume - Future Total Volume





Version 4.00-02

Generated with


2/7/2017Report File: C:\...\2018 No-Build Saturday.pdf

Scenario 9: 2018_Nobuild_Weekend PEAK_1.25Vistro File: C:\...\Woodbury Lakes.vistro



Access 27

B10.8NB LeftHCM 2010All-way stopWoodbury Lakes Road &

Access 16


Spring Hill Drive5

D26.40.046SB LeftHCM 2010Two-way stopHudson Road and Woodbury

Lakes East Access4

E43.60.008SB ThruHCM 2010Two-way stopHudson Road and Turnberry

Alcove3


Court2


Lakes Road1


Scenario 9: 9: 2018_Nobuild_Weekend PEAK_1.25




Version 4.00-02

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

30.0030.0045.0045.00Speed [mph]

100.00100.00100.0075.00100.00100.00275.00100.00400.00220.00100.00435.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup









0.97740.97740.97740.97740.97740.97740.97740.97740.97740.97740.97740.9774Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with














070070070070Walk [s]


000000000000Split [s]

0.02.00.00.02.00.00.01.51.50.01.51.5All red [s]

0.03.50.00.03.50.00.04.53.50.04.53.5Amber [s]

045001500301003020Maximum Green [s]






Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD






Version 4.00-02

Generated with





YesNoNoNoNoYesNoNoNoYesCritical Lane Group

BBBBBBABBALane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





15.4515.8212.1312.4717.1217.788.2811.5713.218.78d1, Uniform Delay [s]

50953250943136581864753812041215c, Capacity [veh/h]



0.320.320.320.320.230.230.460.340.340.46g / C, Green / Cycle











Version 4.00-02

Generated with



B BB BB BBBMovement LOS A BB A


B BApproach LOS B B


BIntersection LOS


----------------Ring 4

----------------Ring 3

------------8-65Ring 2

------------4-21Ring 1

Sequence





Version 4.00-02

Generated with


CLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

45.0045.0030.00Speed [mph]

100.00115.00220.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





0.96620.96620.96620.96620.96620.9662Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

CIntersection LOS


AACApproach LOS




AAAABCMovement LOS







NoFlared Lane







Version 4.00-02

Generated with


ELevel Of Service:








0.000.000.000.00Grade [%]

45.0045.0030.0030.00Speed [mph]

300.00100.00225.00100.00100.00125.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00000.97150.97150.97150.97151.00001.00001.00001.00000.97151.00000.9715Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

EIntersection LOS


AADBApproach LOS




AAAAAACEEBEDMovement LOS







NoNoFlared Lane







Version 4.00-02

Generated with


DLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

45.0045.0030.00Speed [mph]

100.00100.00100.00215.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





0.96010.96010.96010.96010.96010.9601Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

DIntersection LOS


AACApproach LOS




AAAABDMovement LOS







NoFlared Lane







Version 4.00-02

Generated with


BLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00000.90260.90260.90260.90261.0000Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

BIntersection LOS


BAAApproach LOS




BAAAMovement LOS







Flared Lane







Version 4.00-02

Generated with

BLevel Of Service:








0.000.000.000.00Grade [%]

30.0015.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00190.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00001.00001.00000.92841.00001.00001.00001.00001.00001.00001.00000.9284Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

BIntersection LOS


BBBBApproach LOS





Lanes






Version 4.00-02

Generated with


DLevel Of Service:








0.000.000.000.00Grade [%]

30.0015.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00001.00001.00000.95191.00000.95190.95190.95191.00000.95190.95190.9519Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

DIntersection LOS


ABDAApproach LOS




BCDDAAAMovement LOS







NoNoFlared Lane







Version 4.00-02

Generated with






Version 4.00-02

Generated with






Version 4.00-02

Generated with






Version 4.00-02

Generated with


2/7/2017Report File: C:\...\2018 Build Friday.pdf

Scenario 6: 2018_build_Friday PEAK_2.3Vistro File: C:\...\Woodbury Lakes.vistro



Access 27


Access 16


Spring Hill Drive5


Lakes East Access4


Alcove3


Court2


Lakes Road1


Scenario 6: 6: 2018_build_Friday PEAK_2.3




Version 4.00-02

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

30.0030.0045.0045.00Speed [mph]

100.00100.00100.0075.00100.00100.00275.00100.00400.00220.00100.00435.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup









0.98180.98180.98180.98180.98180.98180.98180.98180.98180.98180.98180.9818Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with














070070070070Walk [s]


000000000000Split [s]

0.02.00.00.02.00.00.01.51.50.01.51.5All red [s]

0.03.50.00.03.50.00.04.53.50.04.53.5Amber [s]

035003500442004430Maximum Green [s]






Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD






Version 4.00-02

Generated with









Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





15.4516.3813.1513.3714.7714.786.419.5910.716.65d1, Uniform Delay [s]

41353541339239889276158813171439c, Capacity [veh/h]



0.260.260.260.260.250.250.500.370.370.50g / C, Green / Cycle











Version 4.00-02

Generated with





B BApproach LOS A B


BIntersection LOS


----------------Ring 4

----------------Ring 3

------------8-65Ring 2

------------4-21Ring 1

Sequence





Version 4.00-02

Generated with


CLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

45.0045.0030.00Speed [mph]

100.00115.00220.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





0.96340.96340.96340.96340.96340.9634Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

CIntersection LOS


AACApproach LOS




AAAABCMovement LOS







NoFlared Lane







Version 4.00-02

Generated with


DLevel Of Service:








0.000.000.000.00Grade [%]

45.0045.0030.0030.00Speed [mph]

300.00100.00225.00100.00100.00125.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00000.96650.96650.96650.96651.00001.00001.00001.00000.96651.00000.9665Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

DIntersection LOS


AACCApproach LOS











NoNoFlared Lane







Version 4.00-02

Generated with


CLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

45.0045.0030.00Speed [mph]

100.00100.00100.00215.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





0.96010.96010.96010.96010.96010.9601Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

CIntersection LOS


AABApproach LOS




AAAABCMovement LOS







NoFlared Lane







Version 4.00-02

Generated with


BLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00000.89530.89530.89530.89531.0000Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

BIntersection LOS


BAAApproach LOS




BAAAMovement LOS







Flared Lane







Version 4.00-02

Generated with

ALevel Of Service:








0.000.000.000.00Grade [%]

30.0015.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00190.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00001.00001.00000.93381.00001.00001.00001.00001.00001.00001.00000.9338Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

AIntersection LOS


AAAAApproach LOS





Lanes






Version 4.00-02

Generated with


DLevel Of Service:








0.000.000.000.00Grade [%]

30.0015.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00001.00001.00000.91261.00000.91260.91260.91261.00000.91260.91260.9126Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

DIntersection LOS


ABDAApproach LOS




BCDDAAAMovement LOS







NoNoFlared Lane







Version 4.00-02

Generated with






Version 4.00-02

Generated with






Version 4.00-02

Generated with

Traffic Volume - Net New Site Trips





Version 4.00-02

Generated with






Version 4.00-02

Generated with


2/7/2017Report File: C:\...\2018 Build Saturday.pdf

Scenario 10: 2018_Build_Weekend PEAK_2.3Vistro File: C:\...\Woodbury Lakes.vistro


F154.81.159SB ThruHCM 2010Two-way stopWoodbury Lakes Road &

Access 27

B14.8EB RightHCM 2010All-way stopWoodbury Lakes Road &

Access 16


Spring Hill Drive5


Lakes East Access4

F62.90.010SB ThruHCM 2010Two-way stopHudson Road and Turnberry

Alcove3

D30.30.054NB LeftHCM 2010Two-way stopHudson Road and Troon

Court2


Lakes Road1


Scenario 10: 10: 2018_Build_Weekend PEAK_2.3




Version 4.00-02

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

30.0030.0045.0045.00Speed [mph]

100.00100.00100.0075.00100.00100.00275.00100.00400.00220.00100.00435.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup









0.97740.97740.97740.97740.97740.97740.97740.97740.97740.97740.97740.9774Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with














070070070070Walk [s]


000000000000Split [s]

0.02.00.00.02.00.00.01.51.50.01.51.5All red [s]

0.03.50.00.03.50.00.04.53.50.04.53.5Amber [s]

045001500301003020Maximum Green [s]






Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD






Version 4.00-02

Generated with





YesNoNoNoYesNoNoNoNoYesCritical Lane Group

CCBBCBABBALane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





17.0418.0912.6213.0018.8618.538.4011.6213.279.26d1, Uniform Delay [s]

51253051242436882364055812511228c, Capacity [veh/h]



0.320.320.320.320.230.230.470.350.350.47g / C, Green / Cycle











Version 4.00-02

Generated with



B BB CC CCBMovement LOS A BB A


B CApproach LOS B C


BIntersection LOS


----------------Ring 4

----------------Ring 3

------------8-65Ring 2

------------4-21Ring 1

Sequence





Version 4.00-02

Generated with


DLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

45.0045.0030.00Speed [mph]

100.00115.00220.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





0.96620.96620.96620.96620.96620.9662Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

DIntersection LOS


AACApproach LOS




AAAABDMovement LOS







NoFlared Lane







Version 4.00-02

Generated with


FLevel Of Service:








0.000.000.000.00Grade [%]

45.0045.0030.0030.00Speed [mph]

300.00100.00225.00100.00100.00125.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00000.97150.97150.97150.97151.00001.00001.00001.00000.97151.00000.9715Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

FIntersection LOS


AAECApproach LOS




AAAAAADFFBEEMovement LOS







NoNoFlared Lane







Version 4.00-02

Generated with


DLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

45.0045.0030.00Speed [mph]

100.00100.00100.00215.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





0.96010.96010.96010.96010.96010.9601Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

DIntersection LOS


AACApproach LOS




AAAABDMovement LOS







NoFlared Lane







Version 4.00-02

Generated with


BLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00000.90260.90260.90260.90261.0000Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

BIntersection LOS


BAAApproach LOS




BAAAMovement LOS







Flared Lane







Version 4.00-02

Generated with

BLevel Of Service:








0.000.000.000.00Grade [%]

30.0015.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00190.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00001.00001.00000.92841.00001.00001.00001.00001.00001.00001.00000.9284Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

BIntersection LOS


BCBBApproach LOS





Lanes






Version 4.00-02

Generated with


FLevel Of Service:








0.000.000.000.00Grade [%]

30.0015.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00001.00001.00000.95191.00000.95190.95190.95191.00000.95190.95190.9519Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

FIntersection LOS


ABFAApproach LOS




BDFFAAAMovement LOS







NoNoFlared Lane







Version 4.00-02

Generated with






Version 4.00-02

Generated with






Version 4.00-02

Generated with






Version 4.00-02

Generated with






Version 4.00-02

Generated with


2/7/2017Report File: C:\...\2018 Mitigation Build Friday.pdf

Scenario 8: MITI_2018_build_Friday PEAK_2.3Vistro File: C:\...\Woodbury Lakes.vistro



Access 27


Access 16


Spring Hill Drive5


Lakes East Access4


Alcove3


Court2


Lakes Road1


Scenario 8: 8: MITI_2018_build_Friday PEAK_2.3




Version 4.00-02

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

30.0030.0045.0045.00Speed [mph]

100.00100.00100.0075.00100.00100.00275.00100.00400.00220.00100.00435.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup









0.98180.98180.98180.98180.98180.98180.98180.98180.98180.98180.98180.9818Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with














070070070070Walk [s]


000000000000Split [s]

0.02.00.00.02.00.00.01.51.50.01.51.5All red [s]

0.03.50.00.03.50.00.04.53.50.04.53.5Amber [s]

035003500442004430Maximum Green [s]






Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD






Version 4.00-02

Generated with









Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





15.4516.3813.1513.3714.7714.786.419.5910.716.65d1, Uniform Delay [s]

41353541339239889276158813171439c, Capacity [veh/h]



0.260.260.260.260.250.250.500.370.370.50g / C, Green / Cycle











Version 4.00-02

Generated with





B BApproach LOS A B


BIntersection LOS


----------------Ring 4

----------------Ring 3

------------8-65Ring 2

------------4-21Ring 1

Sequence





Version 4.00-02

Generated with


CLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

45.0045.0030.00Speed [mph]

100.00115.00220.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





0.96340.96340.96340.96340.96340.9634Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

CIntersection LOS


AACApproach LOS




AAAABCMovement LOS







NoFlared Lane







Version 4.00-02

Generated with


DLevel Of Service:








0.000.000.000.00Grade [%]

45.0045.0030.0030.00Speed [mph]

300.00100.00225.00100.00100.00125.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00000.96650.96650.96650.96651.00001.00001.00001.00000.96651.00000.9665Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

DIntersection LOS


AACCApproach LOS











NoNoFlared Lane







Version 4.00-02

Generated with


CLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

45.0045.0030.00Speed [mph]

100.00100.00100.00215.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





0.96010.96010.96010.96010.96010.9601Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

CIntersection LOS


AABApproach LOS




AAAABCMovement LOS







NoFlared Lane







Version 4.00-02

Generated with


BLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00000.89530.89530.89530.89531.0000Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

BIntersection LOS


BAAApproach LOS




BAAAMovement LOS







Flared Lane







Version 4.00-02

Generated with

ALevel Of Service:








0.000.000.000.00Grade [%]

30.0015.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00190.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00001.00001.00000.93381.00001.00001.00001.00001.00001.00001.00000.9338Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

AIntersection LOS


AAAAApproach LOS





Lanes






Version 4.00-02

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

30.0015.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00001.00001.00000.91261.00000.91260.91260.91261.00000.91260.91260.9126Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

CIntersection LOS


ABCAApproach LOS




BCBCAAAMovement LOS







NoNoFlared Lane







Version 4.00-02

Generated with






Version 4.00-02

Generated with






Version 4.00-02

Generated with






Version 4.00-02

Generated with






Version 4.00-02

Generated with


2/7/2017Report File: C:\...\2018 Mitigation Build Saturday.pdf

Scenario 10: 2018_Build_Weekend PEAK_2.3Vistro File: C:\...\Woodbury Lakes.vistro


D25.70.056EB LeftHCM 2010Two-way stopWoodbury Lakes Road &

Access 27

B14.8EB RightHCM 2010All-way stopWoodbury Lakes Road &

Access 16


Spring Hill Drive5


Lakes East Access4

F62.90.010SB ThruHCM 2010Two-way stopHudson Road and Turnberry

Alcove3

D30.30.054NB LeftHCM 2010Two-way stopHudson Road and Troon

Court2


Lakes Road1






Version 4.00-02

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

30.0030.0045.0045.00Speed [mph]

100.00100.00100.0075.00100.00100.00275.00100.00400.00220.00100.00435.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup









0.97740.97740.97740.97740.97740.97740.97740.97740.97740.97740.97740.9774Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with














070070070070Walk [s]


000000000000Split [s]

0.02.00.00.02.00.00.01.51.50.01.51.5All red [s]

0.03.50.00.03.50.00.04.53.50.04.53.5Amber [s]

045001500301003020Maximum Green [s]






Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD






Version 4.00-02

Generated with





YesNoNoNoYesNoNoNoNoYesCritical Lane Group

CCBBCBABBALane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





17.0418.0912.6213.0018.8618.538.4011.6213.279.26d1, Uniform Delay [s]

51253051242436882364055812511228c, Capacity [veh/h]



0.320.320.320.320.230.230.470.350.350.47g / C, Green / Cycle











Version 4.00-02

Generated with



B BB CC CCBMovement LOS A BB A


B CApproach LOS B C


BIntersection LOS


----------------Ring 4

----------------Ring 3

------------8-65Ring 2

------------4-21Ring 1

Sequence





Version 4.00-02

Generated with


DLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

45.0045.0030.00Speed [mph]

100.00115.00220.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





0.96620.96620.96620.96620.96620.9662Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

DIntersection LOS


AACApproach LOS




AAAABDMovement LOS







NoFlared Lane







Version 4.00-02

Generated with


FLevel Of Service:








0.000.000.000.00Grade [%]

45.0045.0030.0030.00Speed [mph]

300.00100.00225.00100.00100.00125.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00000.97150.97150.97150.97151.00001.00001.00001.00000.97151.00000.9715Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

FIntersection LOS


AAECApproach LOS




AAAAAADFFBEEMovement LOS







NoNoFlared Lane







Version 4.00-02

Generated with


DLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

45.0045.0030.00Speed [mph]

100.00100.00100.00215.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





0.96010.96010.96010.96010.96010.9601Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

DIntersection LOS


AACApproach LOS




AAAABDMovement LOS







NoFlared Lane







Version 4.00-02

Generated with


BLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00000.90260.90260.90260.90261.0000Peak Hour Factor








1.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

BIntersection LOS


BAAApproach LOS




BAAAMovement LOS







Flared Lane







Version 4.00-02

Generated with

BLevel Of Service:








0.000.000.000.00Grade [%]

30.0015.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00190.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00001.00001.00000.92841.00001.00001.00001.00001.00001.00001.00000.9284Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

BIntersection LOS


BCBBApproach LOS





Lanes






Version 4.00-02

Generated with


DLevel Of Service:








0.000.000.000.00Grade [%]

30.0015.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Name

Intersection Setup





1.00001.00001.00000.95191.00000.95190.95190.95191.00000.95190.95190.9519Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate




Name

volumes





Version 4.00-02

Generated with

DIntersection LOS


ABDAApproach LOS




BDCFAAAMovement LOS







NoNoFlared Lane







Version 4.00-02

Generated with






Version 4.00-02

Generated with






Version 4.00-02

Generated with






Version 4.00-02

Generated with




