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					                 MMM Group Limited

                                     Traffic Impact Assessment
                                     for
                                     Olds Mountain View Business
                                     Park
                                     Olds, Alberta located within Mountain View
                                     County

                                     Prepared for: Style Realty Inc.


Communities

transportation

Buildings

infrastruCture                       April 2008
TRAFFIC IMPACT ASSESSMENT

FOR


MOUNTAIN VIEW MEADOWS BUSINESS PARK & RESIDENTIAL
COMMUNITY

OLDS, ALBERTA

LOCATED WITHIN

MOUNTAIN VIEW COUNTY




PREPARED FOR:


STYLE REALTY INC.




PREPARED BY:


MMM GROUP LIMITED

5151 – 3rd Street S.E.

Calgary, Alberta

T2H 2X6

                                                          April 2008




TIA |Mountain View Meadows Business Park & Residential Community
MMM Group Limited | April 2008 | 4465.2
EXECUTIVE SUMMARY

The intersection of Highway 27 and Range Road 1.2 (RR 1.2) was studied by Castle Glenn
Consultants in their 2006 report, which was a functional planning study for Highway 27. Castle Glenn
proposed a long range functional, classification, access management scheme and design standard
for Highway 27.            A 350 metre offset distance from the above mentioned intersection was
recommended for the intersection of RR 1.2 and the service road parallel to Highway 27. This was
based on the land use data available at the time. This study revises the above noted
recommendations as updated land use data is now available for the area. This study recommends
the following:

►    The current geometrics and the stop sign configuration will be sufficient until the initial development year of 2009.
     However, illumination is warranted for the year 2008.

►    Traffic signals are warranted for the year 2010 according to the study estimates.

►    The left turn volumes estimated will be significant in all directions and warrant double left turn lanes in all
     directions by the year 2017 (ref: page 2.3.8.15 TAC as vph are more than 300). The left turn storage lengths as
     calculated by the study are less than 50 metres in all directions. The south bound left turns require relatively
     longer storage bays but not more than 50 metres even for the 20 year scenario.

►    In 2017 with full build out of the development the Level Of Service for the intersection of Highway 27 and Range
     Road 1.2 is estimated to remain at Level B. The proposed cycle length of 90 seconds will be enough to maintain
     this level of service.

►    It is also suggested that the offset distance of the proposed intersection of RR 1.2 & the service road north of
     Highway 27, can be reduced to 225 meters according to TAC manual figure 2.3.8.1 page 2.3.8.2.

►    For all the movements in the intersection the V/C ratio is below 0.9 for the year 2027, which is acceptable.

►    All movements along the intersection have Level Of Service B or better except east bound and west bound
     through traffic along Highway 27, which is Level Of Service C for the year 2027. This level of service is still
     acceptable in the case of both rural and urban areas.

►    On all movements total delay is also less than 20 seconds except east bound and west bound through traffic
     along Highway 27, which are 27.7 seconds and 26.1 seconds respectively for the year 2027.

►    According to Mountain View County standards, the north leg of RR 1.2 can be classified as Minor Collector ‘A’
     (paved) until 2010 and after that it has to be upgraded as Major Collector Road (paved).

►    The service road running parallel to Highway 27 can be classified as Industrial Commercial Road (paved)
     according to Mountain View County standards.

►    According to Mountain View County standards the rest of the inner roads can be classified as Residential
     Subdivision Internal Roads (paved).

►    According to Mountain View County standards the intersection of the service road and RR 1.2 can be classified
     as Intersection treatment type IIc WB 21.

►    The intersection of RR 1.2 and the residential internal roads just north of the above mentioned intersection
     can be classified as Intersection treatment type Ib (Passenger Vehicles).




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TABLE OF CONTENTS

1.0         INTRODUCTION ................................................................................... 1
1.1         Background .................................................................................................................... 1

1.2         Methodology................................................................................................................... 3
            1.2.1         Review Background Information ..................................................................................... 3
            1.2.2         Turning Movement Counts.............................................................................................. 3
            1.2.3         Review of Existing Traffic Operations ............................................................................. 3
            1.2.4         Detail Review of Future Background Traffic Operations (without development)............. 3
            1.2.5         Trip Generation and Assignment .................................................................................... 4
            1.2.6         Detailed Review of Total Future Traffic Operations (including development) ................. 4

1.3         Proposed Development................................................................................................. 4

1.4         Other Developments In The Area ................................................................................. 4


2.0         ROAD DESCRIPTIONS ........................................................................ 6

3.0         BACK GROUND TRAFFIC VOLUMES ................................................ 7
3.1         Definition ........................................................................................................................ 7

3.2         Existing background traffic volume ............................................................................. 7

3.3         Growth Rate ................................................................................................................... 7

3.4         Future background traffic volume................................................................................ 8


4.0         DEVELOPMENT TRAFFIC ................................................................... 9
4.1         Trip Generations ............................................................................................................ 9
            4.1.1         Residential ...................................................................................................................... 9
            4.1.2         Commercial ..................................................................................................................... 9
            4.1.3         Industrial........................................................................................................................ 10

4.2         Trip Distribution And Assignment.............................................................................. 10


5.0         TOTAL BACKGROUND AND DEVELOPMENT TRAFFIC VOLUMES12
5.1         Development Year 2009............................................................................................... 12

5.2         Build Out Year 2017 ..................................................................................................... 13

5.3         20 Year Horizon 2027................................................................................................... 14




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5.4         20 Year Horizon 2027 Without The Development...................................................... 14


6.0         INTERSECTION ANALYSIS............................................................... 16
6.1         Capacity Analysis ........................................................................................................ 16
            6.1.1        Definition ....................................................................................................................... 16
            6.1.2        Our Study ...................................................................................................................... 16
            6.1.3        Synchro Model Inputs ................................................................................................... 16
            6.1.4        Model Results ............................................................................................................... 20

6.2         Left And Right Turn Warrant Analysis ....................................................................... 21

6.3         Illumination Analysis ................................................................................................... 21

6.4         Signalization Analysis ................................................................................................. 21

6.5         Classification Of Inner Roads ..................................................................................... 22
            6.5.1        Range Road 1.2 North Leg ........................................................................................... 22
            6.5.2        Service Road Running Parallel To Hwy 27 ................................................................... 22
            6.5.3        Residential Roads ......................................................................................................... 22

6.6         Inner Intersection Classification................................................................................. 22
            6.6.1        Intersection Of Service Road And Range Road 1.2...................................................... 22
            6.6.2        Intersection Of Residential Subdivision Internal Road With Range Road 1.2............... 22

6.7         South Bound Left Turn Lanes..................................................................................... 22


7.0         CONCLUSIONS AND RECOMMENDATIONS................................... 26




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Appendixes
A      Photographs

B      Synchro 7 Reports

C      Trip Generation Calculations

D      Warrants Calculations (Signal & Illumination)

E      Phasing

F      Mountain View County Standards




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1.0         INTRODUCTION

MMM Group Limited (MMM) was retained to review the access spacing from Highway 27 for a
proposed commercial, industrial and residential subdivision located at the Highway 27/Highway 2
interchange near Olds, Alberta.

The Mountain View Meadows Business Park & Residential Community, which is shown in the figure
below, includes approximately four quarter sections of land (NW2 33-1-W5M, SW2 33-1-W5M, SE3
33-1-W5M and SE2 33-1-W5M) and abuts Highway 27 to the south and Highway 2 to the east.
Range Road 1.2 passes through the proposed development. There are 57 highway commercial lots,
54 acres of industrial lots, 148 acres of unidentified commercial area and approximately 292 acres of
residential area proposed for this site. The main access into the development is via Range Road 1.2
(RR 1.2). The initial development year is considered as 2009 and the final build out year for the
development is envisaged as 2017.




1.1         Background

In October 2006, Castle Glenn Consultants Inc. completed a functional planning study for
Highway 27. This study proposed an ultimate interchange configuration for Highway 2/Highway 27
and confirmed the long range functional, classification, access management scheme & design



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standard for Highway 27. The report indicated that twinning of Highway 27 is likely warranted within
a 20 year horizon and closures of all private accesses onto Highway 27 along with the
implementation of a service road network paralleling Highway 27 is preferred. Closure of Range
Road 1.1, which is located to the east of RR 1.2 was also recommended. The study also mentions
that the proposed service road paralleling Highway 27 is subject to alterations by approved Area
Structure Plans.

Mountain View County stated they are not in favor of service roads that abut highway alignments and
would prefer developing a network that would serve developments on both sides of a road.

The functional plan included right of way drawings showing a south service road alignment of
approximately 46 metres from Highway 27 that intersects with RR 1.2 at 115 metres.               A similar
configuration at Range Road 1.3 (located to the west) was recommended for both the north and
south side of Highway 27.

The proposed 115 metre intersection spacing alleviates any operational concerns Alberta
Infrastructure and Transportation has with frontage roads intersecting within the vicinity of a major
highway and allows for 40 metres of storage (not including tapers) for left turning vehicles. Without
any consideration for traffic, a 46 metre offset at the intersection would be allowable for a four lane
divided highway according to the “Alberta Highway Geometric Design Guide”, 1995 (Figure D-9.1f).

The north service road within RR 1.2 is proposed to parallel Highway 27 at approximately 46 metres
from Highway 27 but intersects RR 1.2 to the north at 350 metres rather than 115 metres as per the
configuration proposed for the other intersections within the study area. The proposed 350 metre
spacing on the north side takes into consideration forecasted long range peak hour left turn traffic
volumes as a result of potential future residential developments along RR 1.2. In the report, a double
southbound left turn lane with 75 metres of storage was recommended (not including tapers). Access
to the Mountain View Business Park development is proposed at 195 metres to the north along
RR 1.2 from Highway 27, which is less than the 350 metre spacing mentioned in the Castle Glenn
report.

Since the completion of the 2006 Highway 27 functional planning study, the “Highway 2/27 Area
Structure Plan” was adopted by Mountain View County in January 2007, whereby land uses have
been clearly specified between Highway 2/27 (one mile to the east) to Olds with a northern boundary
at Township Road 332 and southern boundary at Township Road 334. Although, the next phase
includes a full review of traffic and its impact, it is likely that the impact will not change the original
lane configurations and layouts.

As the proposed access spacing along RR 1.2 for the north service road within the subdivision differs
from the planned spacing (195 m vs. 350 m) in the original functional planning study and more
information is now available on the proposed land uses within the area, the following were
recommended:




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►    Prepare drawings showing alternate geometric layouts that satisfy the 75 metre storage capacity along RR 1.2

►    Meet with AIT and Mountain View County officials to discuss this access location and terms of reference for any
     further traffic reviews.

►    Carry out a full traffic impact study should the meeting with AIT and Mountain View County identify that the study
     is required.

1.2         Methodology

1.2.1       Review Background Information

This task involved the identification and review of background information sources and confirmation
of key objectives for the project.

1.2.2       Turning Movement Counts

Traffic counts were taken from Castle Glenn Consultants Inc report (Year 2006) at RR 1.2 and
Highway 27.

1.2.3       Review of Existing Traffic Operations

Analyze the existing traffic operations at the Highway 27/RR 1.2 intersection to determine if there are
any deficiencies in the local transportation network. This involved:

►    Review of stop control and capacity at the intersection.

►    Pedestrian and cyclist requirements.

►    Geometric constraints.

►    Left and right turn lane requirements and storage.

►    Illumination.


1.2.4       Detail Review of Future Background Traffic Operations (without development)

Within this task the following items were reviewed:

►    Conducted discussions with AIT and applied the provincial average annual growth rate of 2.5 % to existing traffic
     volumes along Highway 27 to determine future through traffic volumes for the initial development year, and the
     20 year horizon.

►    Contacted the Mountain View County to obtain a list of all developments proposed, approved and currently under
     review in the vicinity of the study site and if applicable, assign appropriate traffic volumes for these developments
     to the road network.

►    Conducted a detailed capacity analysis to determine future background traffic operations at the study
     intersections.

►    Conducted signal warrant calculations.

►    Reviewed left and right turn lane warrants.




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►    Reviewed illumination requirements.


1.2.5       Trip Generation and Assignment

Within this task, MMM generated site traffic for the weekday AM and PM peak periods using the
Institute of Transportation Engineers (ITE) Trip Generation Manual. The vehicular trips generated by
the proposed residential and business park facility were assigned to the road network for the
development year etc.

1.2.6       Detailed Review of Total Future Traffic Operations (including development)

Within this task the following was completed:

►    Added the vehicle trips generated by the development to the background traffic volumes to obtain the total future
     traffic conditions of the study area for the development year.

►    Performed a detailed capacity analysis to determine the total future traffic operations for the road intersections for
     the initial development year (2009), full build out year (2017) and 20 year horizon (2027).

►    Conducted traffic signal warrant calculations.

►    Reviewed pedestrian and cyclist requirements if required.

►    Reviewed left and right turn lane warrants.

►    Reviewed illumination requirements.

1.3         Proposed Development

The Mountain View Business Park and Residential Community, which is shown above, consists of
four quarter sections (NW2 33-1-W5M, SW2 33-1-W5M, SE3 33-1-W5M and SE2 33-1-W5M). The
development includes:

►    The residential development will consist of 192 lots on a 125 acre area in NW2 33-1-W5M, 99 lots on 79 acre
     area in 2/3 SW2 33-1-W5M and 127 lots on 88 acre area in the 2/3 SE3 33-1-W5M.

►    The industrial area is planned to be 54 acres and will take up land in the SE 2 33-1-W5M.

►    The commercial area is in essence a highway commercial area and will take up an area of close to 183 acres
     distributed in 1/3 SE3 33-1-W5M, 1/3 SW2 33-1-W5M and SE2 33-1-W5M. It includes 2 Big Box stores on
     10 acres, car dealerships on 20 acres, motels on 3 acres, 8 fueling pumps on 2 acres, restaurants on 2.5 acres,
     fast food outlets on 2.5 acres, manufactured home sales on 5 acres, commercial farm equipment sales on
     10 acres and the balance of 148 acres allocated for unidentified commercial businesses.

1.4         Other Developments In The Area

By the area map we can see the adjacent significant development areas. North of Highway 27 and
north of the development under the study there are the Olds Golf Course and two proposed
residential areas that are contiguous to the study area. Both the residential areas envisage 240 lots
each and will be located in SE10 33-1-W5M and SW11 33-1-W5M.



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South of the Highway 27, 136 acres of land is reserved for highway commercial development located
in ½ NE34 32-1-W5M and ½ NW35 32-1-W5M (120 single family lots and 68 acres of highway
commercial).         Furthermore in the NE35 32-1-W5M 136 acres have been ear marked for the
construction of a Business Park.




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2.0         ROAD DESCRIPTIONS

The diagram of the intersection under study is given below showing the current geometrics.




The intersection of Highway 27 and RR 1.2 is located on the west side of the interchange on Queen
Elizabeth II Highway and Highway 27. The Town of Olds is located approximately 3.5 kilometres
west of RR 1.2. RR 1.2 travels north and intersects with Highway 2A (about 10 km north). RR 1.2 is
paved with an 8.6 metre width and a speed limit of 80 Km/hr. To the south of Highway 27, RR 1.2 is
a gravel road with a width of 6.7 metres. RR 1.2 runs parallel to Highways 2A & 2 lying in between
them and being much closer to Highway 2.                      It has access to both of these highways through
Township Roads 324, 322, 320 and 314.

Highway 27 is two lane provincial highway with lane widths of 3.7 metres and with a speed limit of 80
km/hr. Currently it is not twinned, but the study mentioned above recommends twinning.




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3.0         BACK GROUND TRAFFIC VOLUMES

3.1         Definition

The background traffic can be defined as the traffic volumes which currently exist and would exist in
the future considering the normal growth in the absence of the development under study. It also
includes the volumes which are estimated for the future according to the land use plan of areas
around the development.

3.2         Existing background traffic volume

In this case, the existing background traffic for the intersection was taken from the report prepared by
Castle Glenn Consultants, which was for the August, 2005 and can be seen below.
 Traffic Counts August 2005
 AM Peak Hour
 Time            NBLT     NBTH         NBRT       SBLT       SBTH       SBRT       EBLT       EBTH         EBRT       WBLT       WBTH         WBRT
 7:00 - 7:15            2                                1                     1          2           61                                 20          1
 7:15 - 7:30            1                     2                                1          1           35          1                      34
 7:30 - 7:45                                  1          2                     1                      45          1                      31
 7:45 - 8:00            1          1          1                                3                      67                                 67
 8:00 - 8:15            2          1          2          2          1          4                      27                                 39
 8:15 - 8:30            1                     1          1                     3          1           30          2          1           24          1
 8:30 - 8:45            2                     2          1                     2          2           37                                 22
 8:45 - 9:00            2                     1          1                     2          2           35                                 28
 9:00 - 9:15            1                     2          2                     1          1           30                                 19          2
 9:15 - 9:30                                                                   1                      18                                 28
 9:30 - 9:45            1                                                      3                      37          2                      25
 9:45 - 10:00           2                                                      2                      30                                 21
 Total Peak Hour        4          1          4          3          0          6          3          208          2          0          152          1

 PM Peak Hour
 Time            NBLT       NBTH       NBRT       SBLT       SBTH       SBRT       EBLT       EBTH         EBRT       WBLT       WBTH         WBRT
 3:00 - 3:15                                                                                          47                                 47
 3:15 - 3:30                                                                              1           44                                 33
 3:30 - 3:45            4                     2          1                     2          2           33          3          1           29          1
 3:45 - 4:00            1          2          2          2          3                                 30          2                      49
 4:00 - 4:15                                  2          2                                2           35                                 49
 4:15 - 4:30                                  3          1                     2                      28                                 41          2
 4:30 - 4:45                                  1          4                                1           34                     2           26
 4:45 - 5:00                                  2          2          1                                 51                     2           35          2
 5:00 - 5:15            1                     3                                1          1           52                     1           23
 5:15 - 5:30                                  2                                5          2           68          1                      40
 5:30 - 5:45            1                     2                                2          5           48                     1           36
 5:45 - 6:00                       1          1          1                     2                      29                                 21
 Total Peak Hour        2          0          9          2          1          8          8          219          1          4          134          2


3.3         Growth Rate

Alberta Infrastructure guidelines suggest that when a reasonable history of traffic volumes is not
available then a 2.5 % linear growth can be used. Therefore a 2.5 % linear growth rate was used to
estimate the existing background traffic in the year 2008 and future background traffic in 2009, 2017
and 2027. The back ground traffic is summarized below:




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Projected Traffic 2009 @ 2.5%


AM Peak Hour
Time               NBLT         NBTH        NBRT           SBLT         SBTH        SBRT        EBLT            EBTH         EBRT           WBLT           WBTH         WBRT
Total Peak Hour             4           1              4            3           0           7               3          229              2              0          167          1

PM Peak Hour
Time               NBLT         NBTH        NBRT           SBLT         SBTH        SBRT        EBLT            EBTH         EBRT           WBLT           WBTH         WBRT
Total Peak Hour             2           0             10            2           1           9               9          241              1              4          147          2



Projected Traffic 2017@ 2.5%


AM Peak Hour
Time               NBLT         NBTH        NBRT           SBLT         SBTH        SBRT        EBLT            EBTH         EBRT           WBLT           WBTH         WBRT
Total Peak Hour             5           1              5            4           0           8               4          270              3              0          198          1

PM Peak Hour
Time               NBLT         NBTH        NBRT           SBLT         SBTH        SBRT        EBLT            EBTH         EBRT           WBLT           WBTH         WBRT
Total Peak Hour             3           0             12            3           1          10              10          285              1              5          174          3



Projected Traffic 2027 @ 2.5%



AM Peak Hour
Time        NBLT        NBTH         NBRT         SBLT            SBTH         SBRT        EBLT            EBTH         EBRT            WBLT           WBTH             WBRT
Total Peak Hour     6            2            6              5             0           9               5          322               3              0          236              2

PM Peak Hour
Time        NBLT        NBTH         NBRT         SBLT            SBTH         SBRT        EBLT            EBTH         EBRT            WBLT           WBTH             WBRT
Total Peak Hour     3            0           14              3             2          12           12             339               2              6          208              3




3.4          Future background traffic volume

As shown above, the traffic volumes are more significant in the eastbound and westbound directions
as compared to the northbound and southbound directions. Projections on the basis of these counts
will not be sufficient to predict accurate traffic, as they do not take into account the traffic generated
from planned land use surrounding the study area. Therefore in order to get total future background
volume the projected volume for future developments was added to the generated volume of the
background. The estimate was completed as follows:

1. Total future                                   =          Projected traffic for 2009                            +         Generated traffic for 2009
     background traffic                                                                                                      (10% of background build
     volume for 2009                                                                                                         out)

2. Total future                                   =          Projected traffic for 2017                            +         Generated traffic for 2017
     background traffic                                                                                                      (70% of background build
     volume for 2017                                                                                                         out)

3. Total future                                   =          Projected traffic for 2027                            +         Generated traffic for 2017
     background traffic                                                                                                      (100% of background build
     volume for 2027                                                                                                         out)

Note: The traffic predicted was then used in further calculations of the study.




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4.0         DEVELOPMENT TRAFFIC

4.1         Trip Generations

The trip generations were completed for both AM and PM peak traffic according to the Institute of
Transportation Engineers (ITE) Trip Generation Manual. The areas in our trip generation of the
development included residential, industrial and highway commercial, which are explained in detail
below:

4.1.1       Residential

There are single family detached houses planned in three quarter sections. In NW2 33-1-W5M it is
planned to have 192 lots over an area of 125 acres, 2/3 SW2 33-1-W5M has 99 lots over an area of
79 acres and in 2/3 SE3 33-1-W5M it is proposed to have 127 lots over an area of 88 acres. The ITE
Trip Generation Manual gave recommends equations T = 0.70(x) + 9.43 and Ln(T) = 0.9 Ln(x) + 0.53
respectively for AM and PM traffic. These equations were used for the trip generation calculations for
the residential areas.

4.1.2       Commercial

Trip generation for the commercial property is explained below:

Big Box
It is planned to have 2 big box stores over a 10 acre area and it is assumed that 25 % of this area will
be gross floor area, which approximates 107,600 sq.ft. ITE for Big box stores estimates that 1.2 trips
for AM and 2.45 trips for PM will be generated per 1000 sq.ft. of gross floor area.

Car Dealerships
It was assumed that the new car dealerships will have 60 employees working and the dealerships will
take up a 20 acre area. The ITE Trip Generation Manual recommends that 0.67 trips and 0.96 trips
will be generated per employee in AM or PM peak hour.

Motels
The motels are envisaged to cover 3 acres of land with 60 rooms in the new development. The ITE
Trip Generation Manual estimates the generated traffic to be 0.45 trips for AM and 0.47 trips per
room.

Gas Bars
The gas bars are earmarked with 4 acres of land and total 8 gas pumps. It is assumed that these gas
bars will also have a service station, convenience mart and car wash. The ITE Trip Generation
Manual estimates that one gas pump will generate 10.64 trips in the peak hour AM and 13.33 trips in
the peak hour PM.




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Restaurants
It is proposed to have 2.5 acres of land set aside for restaurants, with a gross floor area of 4000 sq.ft.
for high turn over sit down restaurants. The ITE Trip Generation Manual suggests that 1000 sq.ft. of
gross area for such a land use will generate 11.52 trips for AM and10.92 trips for PM peak hours.

Fast Food Restaurants
2.5 acres of land is also proposed for fast food drive through restaurants. A gross floor area of
4000 sq.ft. is estimated.            The ITE Trip Generation Manual estimates that with this land use,
53.11 trips and 36.64 trips will be generated for peak AM and PM hours respectively.

Manufactured Homes Sales Site
The development will have 5 acres earmarked for manufactured homes sales site(s) and it is
assumed that this will have 6000 sq.ft. of gross floor area. This area was assumed as “Industrial
Park” and according to the ITE Trip Generation Manual it will generate 0.84 trips at AM and 0.86 trips
at PM peak hours per 1000 sq.ft. of gross floor area.

Commercial Farm Equipment Sales Site
The development has also laid down 10 acres of land for commercial farm equipment sales site and
the assumed gross floor area is 10,000 sq.ft. This was also considered as “Industrial Park” and the
ITE Trip Generation Manual assumes that this type of land use will generate 0.84 trips at AM and
0.86 trips at PM peak hours per 1000 sq.ft. of gross floor area.

Unidentified Commercial Areas
In the development 148 acres of land has been left unassigned for now. For the purposes of this
study we have assigned “Business Park” as defined under the ITE Trip Generation Manual.
According to the manual it will generate 1.43 trips at AM and 1.29 trips PM peak hours for 1000 sq.ft.
of gross floor area. The assumption has been used of 3000 sq.ft. of floor space per acre, which
equates to 444,000 sq.ft.

4.1.3       Industrial

The development also has earmarked 54 acres of land for an industrial park and it is assumed that
close to 10 % of the area will be gross floor area which equates to 192,000 sq.ft. The ITE Trip
Generation Manual suggests that it will generate 0.84 trips at AM and 0.86 trips PM peak hours per
1000 sq.ft. of gross floor area.

4.2         Trip Distribution And Assignment

The intersection under the study is located very near to the Town of Olds and therefore it is assumed
that a considerable portion of the traffic will be coming and going towards Olds. The assumed trip
distribution is summarized below:




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                                                         North of Hwy 27
                                          Distribution         East    West   North
                                          Residential          30%     50%    20%
                                          Commercial           50%     40%    10%
                                          Industrial           60%     30%    10%

                                                       South of Hwy 27
                                          Distribution      East     West     South
                                          Residential        30%     50%       20%
                                          Commercial         50%     40%       10%
                                          Industrial         60%     30%       10%


Residential
As seen above, we have assumed that 50 % of the residential traffic will be coming and going
towards Olds while 30 % is assumed to travel east (i.e. to Calgary etc.). It should also be kept in
mind that RR 1.2 heading north touches Highway 2A. This is a good road and connects to Red Deer
and other small towns along the way. Therefore it is assumed that 20 % of residential traffic will be
north bound and will not affect the intersection under study. Similarly it is also assumed that the
residential traffic south of Highway 27 will have the same distribution except it is assumed that 20 %
of the traffic will be travelling south as RR 1.2 heading south intersects a number of town ship roads
and Highway 582, plus it runs parallel to Highway 2 for a distance of approximately one mile.
Therefore we have assumed that 20 % of the residential traffic will be using RR 1.2 southbound.

Commercial
As far as the commercial traffic is concerned it was assumed that 50 % of the traffic will head east
(i.e. towards Calgary) and 40 % will head towards Old and the adjoining areas. The logic behind this
assumption is that the traffic split going towards Calgary will be slightly more as it is a larger
commercial hub but at the same time we cannot ignore Olds and the adjoining areas as significant
commercial activity is also taking place there. In this case the assumption of traffic going north and
south was decreased to 10 %.                    The commercial traffic was assumed to be less along these
directions.

Industrial
In case of industrial traffic also it was assumed that it will weighted more towards the east and it was
further assumed that it will be weighted more than the commercial traffic (i.e. 60 %). Olds and the
adjoining areas were assumed to have 30 % of industrial traffic share due to the fact the industrial
activity is not to same proportions same as commercial. Further more the north and south traffic is
also assumed to be 10 %.




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5.0         TOTAL BACKGROUND AND DEVELOPMENT TRAFFIC
            VOLUMES

5.1         Development Year 2009

The phasing chart located in Appendix E presents the development schedule for the site.                                It is
assumed that in the initial development year of 2009 only 10% of full build out development traffic will
be generated. Using the phasing presented in Appendix E, following chart calculates the generated
background and development traffic.

                                                    North of Highway 27
                                     Weekday AM Peak Trip Generation                Weekday PM Peak Trip Generation
                               in     out    out EB out WB in EB in WB         in    out out EB out WB in EB in WB
Residential Background        13       39      12       20       4    7        37     22      7      11       11    19
Residential Development       16       47      14       23       5    8        40     23      7      12       12    20
commercial Background           0       0       0        0                      0     0       0       0
commercial Development        128      78      39       31      64   51        74    109     55      44       37    30
Industrial Background           0       0       0        0                      0     0       0       0
Industrial Development        15        3       2        1       9    4         4     15      9       4        2     1
TOTAL                         172     167      67       75      82   70       155    169     77      71       62    69
                                                    South of Highway 27
                                     Weekday AM Peak Trip Generation                Weekday PM Peak Trip Generation
                               in     out    out EB out WB in EB in WB        in     out out EB out WB in EB in WB
Residential Background          4     13       4         7       1   2        10      6      2        3       3     5

commercial Background         123         23   12        9          61   49   30     101    51      41     15     12

Industrial Background          0           0    0       0                     0       0      0       0
TOTAL                         127         37   16       16          63   51   40     107    52      43     18     17

The generated traffic calculated from the above chart was then added to the projected traffic for the
Year 2009 and the following results arrived at, which give us the total background and development
traffic for the Year 2009.


                                    Generated ( Background and Development)
AM Peak Hour
Time                        NBLT NBTH NBRT SBLT SBTH SBRT EBLT EBTH EBRT WBLT WBTH WBRT
Total Peak Hour                 20   1    20   70   0    82 85 229      65   51 167   71

PM Peak Hour
Time                        NBLT NBTH NBRT SBLT SBTH SBRT EBLT EBTH EBRT WBLT WBTH WBRT
Total Peak Hour                 46   0    62   79   1    79 71 241      19   22 147   71




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5.2         Build Out Year 2017

It is assumed that in the full build out year of 2017, 70% of full build out background traffic will be
generated. The following chart calculates the generated background and development figures:

                                                     North of Highway 27
                                     Weekday AM Peak Trip Generation              Weekday PM Peak Trip Generation
                               in     out    out EB out WB in EB in WB       in     out out EB out WB in EB         in WB
Residential Background        64      191      57       95      19   32     215     127    38      63       65        108
Residential Development       84      251      75      126      25   42     284     167    50      83       85        142
commercial Background           0       0       0        0                    0      0      0       0
commercial Development        817     371     185      148     409   327    453    771    386     309      227       181
Industrial Background           0       0       0        0                    0      0      0       0
Industrial Development        132      29      17       9       79   40      35     130    78      39       21        10
TOTAL                        1097     842     335      378     532   440    988    1195 552       494      397       442
                                                     South of Highway 27
                                     Weekday AM Peak Trip Generation              Weekday PM Peak Trip Generation
                               in     out    out EB out WB in EB in WB      in     out out EB out WB in EB in WB
Residential Background         17     51       15       26       5   9      58     34      10      17       17    29

commercial Background         858         163   82       65     429   343   212    709     355     284     106       85

Industrial Background          0           0     0       0                   0      0       0       0
TOTAL                         875         215   97       91     434   352   270    743     365     301     123       114

The generated traffic calculated from the above chart was then added to the projected traffic for the
Year 2017 and the following results arrived at which give us the total background and development
traffic.


                                    Generated ( Background and Development)
AM Peak Hour
Time                        NBLT NBTH NBRT SBLT SBTH SBRT EBLT EBTH EBRT WBLT WBTH WBRT
Total Peak Hour                 96   5    102  339  5 386 536 270 437        352 198 442

PM Peak Hour
Time                        NBLT NBTH NBRT SBLT SBTH SBRT EBLT EBTH EBRT WBLT WBTH WBRT
Total Peak Hour                303   5    376  555  5 505 408 285 125        119 174 444




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5.3         20 Year Horizon 2027

It is assumed that in the Year 2027, 100% of full build out background traffic will be generated after
the development build out in 2017. The following chart calculates the generated background and
development figures for the 20 year scenario.

                                                      North of Highway 27
                                     Weekday AM Peak Trip Generation               Weekday PM Peak Trip Generation
                               in     out    out EB out WB in EB in WB        in     out out EB out WB in EB         in WB
Residential Background        89      266      80      133      27   44      297     174    52      87       89        148
Residential Development       84      251      75      126      25   42      284     167    50      83       85        142
commercial Background           0       0       0        0                     0      0      0       0
commercial Development        817     371     185      148     409   327     453     771   386     309      227       181
Industrial Background           0       0       0        0                     0      0      0       0
Industrial Development        132      29      17        9      79   40       35     130    78      39       21        10
TOTAL                        1122     917     358      416     540   453    1069    1243   566     518      422       482
                                                      South of Highway 27
                                     Weekday AM Peak Trip Generation               Weekday PM Peak Trip Generation
                               in     out    out EB out WB in EB in WB       in     out out EB out WB in EB in WB
Residential Background         23     70       21       35       7   12      80     47      14      23       24    40

commercial Background        1225         233   117       93    613   490   303     1013    507     405     151       121

Industrial Background         0            0     0         0                 0        0      0       0
TOTAL                        1249         303   138       128   620   502   382     1060    521     429     175       161


The generated traffic calculated from the above chart was then added to the projected traffic for the
Year 2027 and the following results arrived at which give us the total background and development
traffic for the Year 2027 (20 year horizon).

                                    Generated ( Background and Development)
AM Peak Hour
Time                        NBLT NBTH NBRT SBLT SBTH SBRT EBLT EBTH EBRT WBLT WBTH WBRT
Total Peak Hour                135   5    144  363  5   425  544 322   623   502 236  454

PM Peak Hour
Time                        NBLT NBTH NBRT SBLT SBTH SBRT EBLT EBTH EBRT WBLT WBTH WBRT
Total Peak Hour                432   5    535  569  5   531  434 339   177   167 208  486


5.4         20 Year Horizon 2027 Without The Development

This scenario is exactly same as the previous one except that, it is without the proposed
development’s estimate of generated traffic.




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                                                      North of Highway 27
                                     Weekday AM Peak Trip Generation              Weekday PM Peak Trip Generation
                               in     out    out EB out WB in EB in WB       in    out out EB out WB in EB in WB
Residential Background         89     266      80      133      27   44     297    174     52      87       89    148
Residential Development         0      0        0        0       0    0       0     0       0       0        0     0
commercial Background           0      0        0        0                    0     0       0       0
commercial Development          0      0        0        0       0    0       0     0       0       0        0     0
Industrial Background           0      0        0        0                    0     0       0       0
Industrial Development          0      0        0        0       0    0       0     0       0       0        0     0
TOTAL                          89     266      80      133      27   44     297    174     52      87       89    148
                                                      South of Highway 27
                                     Weekday AM Peak Trip Generation              Weekday PM Peak Trip Generation
                               in     out    out EB out WB in EB in WB      in     out out EB out WB in EB in WB
Residential Background         23     70       21       35       7   12     80     47      14      23       24    40

commercial Background        1225         233   117       93    613   490   303    1013   507     405    151     121

Industrial Background         0            0     0         0                 0       0     0       0
TOTAL                        1249         303   138       128   620   502   382    1060   521     429    175     161

The generated traffic calculated from the above chart was then added to the projected traffic for the
Year 2027 and the following results arrived at which give us the total background traffic.

AM Peak Hour
Time                        NBLT NBTH NBRT SBLT SBTH SBRT EBLT EBTH EBRT WBLT WBTH WBRT
Total Peak Hour                135   5    144  84   5   142   31 322 623     502 236  46

PM Peak Hour
Time                        NBLT NBTH NBRT SBLT SBTH SBRT EBLT EBTH EBRT WBLT WBTH WBRT
Total Peak Hour                432   5    535  55   5   100 101 339 177      167 208  152




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6.0         INTERSECTION ANALYSIS

6.1         Capacity Analysis

6.1.1       Definition

Performance of an intersection is measured in terms of level of service (LOS) which is, taken from the
Highway Capacity Manual (HCM). It defines LOS at intersections as a function of the average overall
wait time for a vehicle to pass through the intersection. The six levels of service are defined in the
Highway Capacity Manual as follows:

►    A = Free flow

►    B = Reasonably free flow

►    C = Stable flow

►    D = Approaching unstable flow

►    E = Unstable flow

►    F = Forced or breakdown flow


This way, LOS can be quantitatively measured at any intersection as shown below. Ref:
(http://www.trb.org/news/blurb_detail.asp?id=1166)


                             LOS Signalized Intersection Un signalized Intersection

                               A             ≤10 sec                ≤10 sec
                               B            10-20 sec               10-15 sec
                               C            20-35 sec               15-25 sec
                               D            35-55 sec               25-35 sec
                               E            55-80 sec               35-50 sec
                               F             ≥80 sec                ≥50 sec

6.1.2       Our Study

To perform a capacity analysis the computer software “Synchro 7” was used. As per AIT standards a
minimum LOS=C was considered acceptable. This standard is for rural areas. The in years 2017
and 2027 the intersection will mostly like not be classified as rural, but will be classified as urban
instead. However, to be on the conservative side, a rural intersection was used. In addition Volume
to Capacity (V/C) ratios were also reviewed with the objective of keeping them under 0.9. Similarly
delays and 95% queue lengths were looked at and were kept at reasonable limits.

6.1.3       Synchro Model Inputs

Eight scenarios were modelled in Synchro, as explained below:



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Initial Development Year 2009 AM & PM
This included all the generated traffic of the development for the year 2009, 10% of the generated
traffic for the total build out for the back ground and the projected traffic counts for the intersection.
The projected counts were based on actual traffic counts for the intersection done in 2005 and were
projected at a linear rate of 2.5 %. The results are shown below:


                                   AM PM


                                                     Range Road 12




                                               82     5    70            71   71

                                               79     5    79            147 167

                                                                         22   51
                                                                                          HWY 27
                                               85    71

                                              229 241               46   5    62

                                               65    19             20   5    20




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Build Out Year 2017 AM & PM
These scenarios included the complete build out traffic generated from the development and 70% of
the complete build out of the background traffic. It also included the projected existing traffic for the
Year 2017 at linear rate of 2.5 %, which was mainly used for east and west traffic volumes on
Highway 27. The results are shown below:


          AM PM


                                    Range Road 12




                           386      5     339           444 442

                           505      5     555           174 198

                                                        119 352
                                                                                      HWY 27
                           536     408

                           270     285           303      5    376

                           437     125           96       5    102




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20 Year Scenario Year 2027 AM & PM
In this scenario complete generated build out traffic for both the background and the development
were taken, plus the projected background traffic for 2027. This gave us the highest estimated traffic
volumes for our study. The results are shown below:



          AM PM
                                    Range Road 12




                           425      5     363           486 454

                           531      5     569           208 236

                                                        167 502
                                                                                   HWY 27
                           544     434

                           322     339           432      5    535

                           623     177           135      5    144




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20 Year Scenario Year 2027 AM & PM Minus The Development
This scenario included every thing except the development under study. The results are shown
below:


                                          AM PM


                                                                     Range Road 12




                                                            142       5    84                 152   46

                                                            100       2    55                 208 236

                                                                                              167 502

                                                            31       101

                                                            322      339            432        5    535

                                                            623      177            135        5    144




6.1.4       Model Results
                                                     Model results
     Scenario       EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR                                  Intersection LOS
                                                        LOS
                      B      C      A     B      C      A     B       B    B    B         B    B
                                                      V/C Ratio
  AM 2017           0.62 0.41 0.68 0.45 0.33 0.7 0.15 0.23 0.23 0.55 0.53 0.53
                                                                                                            B

                                              Queue length 95th (m)
                    34.5 25.5 20.4 22.6 19.8 21.1                9   9.8   9.2 26.5   18 17.3
                                                        LOS
                      B      C      A     B      C      A     B       A    A    B         A    A
                                                      V/C Ratio
  PM 2017           0.54 0.38 0.29 0.17 0.28 0.7 0.46 0.49 0.49 0.68 0.52 0.51
                                                                                                            B

                                              Queue length 95th (m)
                    28.6 28.5 12.1        9.6   18.5 22.1     23     18.2 17.4 42.5 19.7 18.7




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                                                          Model results
       Scenario         EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR                                          Intersection LOS
                                                                    LOS
                         B        C       A       B       C        A      B    B        B    C     B     B
                                                                  V/C Ratio
    AM 2027             0.53 0.44 0.77 0.5 0.32 0.67 0.23 0.34 0.33 0.62 0.58 0.56
                                                                                                                        B

                                                      Queue length 95th (m)
                        35.2 34.1 26.9 32.2 24.5 20.4 15.7 13.6 12.8 38.1 21.6 20.4
                                                                    LOS
                         B        C       A       B       C        A      B    B        B    B     A     A
                                                                  V/C Ratio
    PM 2027             0.58 0.53 0.41 0.25 0.35 0.73 0.59 0.62 0.61 0.68 0.56 0.55
                                                                                                                        B

                                                      Queue length 95th (m)
                        33.6 35.8 14.6 13.9 23.4 24.6 34.5 23                          21.8 46.1 22.3 20.9

                                                              Model results
         Scenario            EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR                                      Intersection LOS
                                                                         LOS
    AM 2027                   B       C       A       B       B     A      B       B    B     B    B         B
                                                                       V/C Ratio
   WITHOUT                   0.07 0.42 0.58 0.52 0.15 0.06 0.35 0.29 0.28 0.24                     0.3   0.3
                                                                                                                         B

 DEVELOPMENT                                              Queue length 95th (m)
                             6.3 29.7 12.5 30.6 21.8 6.9 24.9 11.7 11.1 16.7                       12    11.1
                                                                         LOS
    PM 2027                   B       C       A       B       C     A      B       A    A     B    B         A
                                                                       V/C Ratio
   WITHOUT                   0.24 0.51 0.26 0.22 0.24 0.31 0.56                0.5     0.49 0.09 0.18 0.18
                                                                                                                         B

 DEVELOPMENT                                              Queue length 95th (m)
                             17.2 33.4 7.8 12.6 21.4 13.4 31.6 19.8                     19   5.6   9.8   9.2

6.2         Left And Right Turn Warrant Analysis

Left and right turn warrant analysis was completed using Alberta Infrastructure’s Geometric Design
Guide (Page D139 and page D171).

6.3         Illumination Analysis

An illumination analysis was completed for both the predevelopment intersection (i.e. before 2009)
and the initial development year 2009.It was warranted in 2008. This is presented in Appendix D.

6.4         Signalization Analysis

This was based on the TAC’s Manual of Uniform Control Devices for Canada “use of warrants B 2.2“.
It was found that a traffic signal is warranted in the year 2010 as shown in Appendix D.




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6.5         Classification Of Inner Roads

6.5.1       Range Road 1.2 North Leg

The north leg of RR 1.2 is estimated to have an AADT both directions of 3022 in the year 2009 which
according to TAC table 1.3.4.1 can be characterised as rural collector. The estimated AADT will
reach to 6482 in the year 2010 and 19,128 in year the 2017.                         According to TAC it can be
characterised as rural arterial in the year 2010.                   Therefore according to Mountain View County
standards (Appendix F) it can be classified as Minor Collector ‘A’ (paved) until 2010 and after that it
has to be upgraded as Major Collector Road (paved).

6.5.2       Service Road Running Parallel To Hwy 27

This road has highway commercial development to the south and light industrial/commercial to the
north.     Therefore the traffic on it will be predominantly Industrial/Commercial and according to
Mountain View County standards (Appendix F) it can be classified as an Industrial Commercial Road
(paved).

6.5.3       Residential Roads

The rest of the residential roads are basically collecting traffic and feeding traffic to RR 1.2.
According to Mountain View County standards (Appendix F) they can be classified as Residential
Subdivision Internal Roads (paved). The standards for circular cul-de-sacs and circular offset cul-de-
sacs according to Mountain View County standards are also shown in Appendix F.

6.6         Inner Intersection Classification

6.6.1       Intersection Of Service Road And Range Road 1.2

The east west traffic at this intersection will be primarily highway commercial and light industrial
therefore according to Mountain View County standards (Appendix F) this intersection can be
classified as Intersection treatment type IIc WB 21.

6.6.2       Intersection Of Residential Subdivision Internal Road With Range Road 1.2

This intersection will be serving mainly passenger vehicles therefore according to Mountain View
County standards (Appendix F) this intersection can be classified as Intersection treatment type Ib
(Passenger Vehicles).

6.7          South Bound Left Turn Lanes

As explained earlier in the study, Castle Glenn Consultants Inc. completed a functional planning
study for Highway 27 in 2006.               They have suggested that the service road running parallel to
Highway 27 should connect to RR 1.2, 350 metres north of the intersection. As shown below:




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The details are shown in figure below.




The total distance comes to 320.5 metres (75m+90m+42.5m+113m) and the rest was added on the
assumption that it will be required for north bound left turn storage requirements from RR 1.2 to the
offset service road.

It is pertinent to add that on the basis of information available at the time, these suggestions made by
Caste Glenn Consultants were very reasonable. This study updates these suggestions in view of the
nature of the development proposed in the area.

►    From the centreline of Highway 27 it is imperative that a 15 metre distance is provided in addition to the storage
     length. This is shown in TAC manual figure 2.3.8.1.

►    In addition we now have details on the land use in the area and we can more accurately estimate the left turning
     south bound vehicles. Peak hour traffic gives us queues which can be accommodated in a storage length of
     50 metres. The analysis was completed using Synchro 7 software (Appendix B).

►    Similarly a deceleration length of 90 metres was added to the storage length (TAC Table 1.2.5.3 for 60 km/hr).

►    Further more it is suggested that only one of the two south bound left lanes should be protected by a raised
     median as TAC manual on page 2.3.8.15 in heading 2.3.8.6(b) suggests. This can be done if through volume is
     significantly less than left turns. It can be seen that our left turn volumes in the 20 year scenario are estimated as




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     363 vph for AM peak and 569 vph for PM peak where as corresponding estimated through volumes are less that
     10 vph. Therefore TAC Table 2.3.8.1 was used, which gives us the taper ratio as 15:1-36:1. We recommend
     using 20:1 as it is expected that it would be appropriate to tilt it marginally towards an urban set up as the
     development plan approximates an urban community. This gives us a taper length of 3.5 x 20 = 70 metres (using
     a 1:20 taper). It can be further shortened if we take 15:1 but it is not recommended as the intersection is not
     completely characterised as urban.


Therefore the suggested distance comes to 225 metres (15m+50m+90m+70m). As shown in the
diagram below:




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7.0         CONCLUSIONS AND RECOMMENDATIONS

The following are the conclusions and recommendations:

►    The current geometrics and the stop sign configuration will be sufficient until the initial development year of 2009.
     However, illumination is warranted for the year 2008.

►    A traffic signal is warranted for the year 2010 according to the study estimates.

►    The left turn volumes estimated will be significant in all directions and warrant double left turn lanes in all
     directions by the year 2017 (ref: page 2.3.8.15 TAC as vph are more than 300). The left turn storage lengths as
     calculated by the study are less than 50 metres in all directions. The south bound left turns require relatively
     longer storage bays but not more than 50 metres even for the 20 year scenario.

►    In 2017 with full build out of the development the Level Of Service for the intersection of Highway 27 and Range
     Road 1.2 is estimated to remain at Level B. The cycle length of 90 seconds will be enough to maintain this level
     of service.

►    The left turn bay lengths without the tapers are suggested as follows:
                                                                                                th
               ►     50 metres for east bound left turn lanes as it will have a queue length; 95 %ile (m); of 35.2 m and
                    33.6 m for AM and PM respectively by the year 2027.
                                                                                               th
               ►    50 metres for west bound left turn lanes as it will have a queue length; 95 %ile (m); of 32.2 m and
                    33.9 m for AM and PM respectively by the year 2027.
                                                                                                th
               ►    50 metres for north bound left turn lanes as it will have a queue length; 95 %ile (m); of 15.7 m and
                    34.5 m for AM and PM respectively by the year 2027.

               ►    50 metres for south bound left turn lanes as it will have a queue length; 95th %ile (m); of 38.1 m and
                    46.1 m for AM and PM respectively by the year 2027.


►    It is also suggested that the offset distance of the proposed intersection of RR 1.2 & the service road north of
     Highway 27 can be reduced to 225 meters according to TAC manual figure 2.3.8.1 page 2.3.8.2.

►    For all the movements in the intersection the V/C ratio is well below 0.9 for the year 2027 which is acceptable.

►    All movements along the intersection have Level Of Service B or better except east bound and west bound
     through traffic along Highway 27, which is Level C for the year 2027. This level of service is still acceptable in the
     case of both rural and urban areas.

►    On all movements total delay is less than 20 seconds except east bound and west bound through traffic along
     Highway 27, which are 27.7 seconds and 26.1 seconds respectively for the year 2027.

►    According to Mountain View County standards north leg of RR 1.2 can be classified as Minor Collector ‘A’ (paved)
     until 2010 and after that it has to be upgraded as Major Collector Road (paved).

►    The service road running parallel to Highway 27 can be classified as Industrial Commercial Road (paved)
     according to Mountain View County standards.

►    According to Mountain View County standards the rest of the inner roads can be classified as Residential
     Subdivision Internal Roads (paved).




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►    According to Mountain View County standards the intersection of the service road and RR 1.2 can be classified
     as Intersection treatment type IIc WB 21.

►    Intersection of RR 1.2 and the residential internal road just north of the above mentioned intersection can be
     classified as Intersection treatment type Ib (Passenger Vehicles).




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                                              Appendix A
                                             Photographs




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                                              Appendix B
                                      Synchro 7 Reports




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Highway 27 & Range Road 1.2                                                                PM WITHOUT DEVELOPMENT
                                                                                                                                     2027



Lane Group                    EBL       EBT      EBR       WBL       WBT     WBR       NBL       NBT      NBR      SBL      SBT      SBR
Lane Configurations
Volume (vph)                    101      339       177       167      208      152       432         5     535        55        5     100
Ideal Flow (vphpl)            1900      1900     1900      1900      1900    1900      1900      1900    1900      1900     1900    1900
Lane Width (m)                   3.7      3.7       3.7       3.7      3.7      3.7       3.7      3.7      3.7      3.7      3.7      3.7
Storage Length (m)             30.0               30.0      30.0              30.0      30.0              30.0      30.0             30.0
Storage Lanes                      1                  2         2                 1         2                 1        2                 1
Taper Length (m)               87.5               87.5      87.5              87.5      87.5              87.5      87.5             87.5
Lane Util. Factor              1.00     0.95      0.88      0.97     0.95     1.00      0.97     0.95     0.95      0.97    0.95     0.95
Frt                                             0.850                        0.850              0.853    0.850             0.864    0.850
Flt Protected                0.950                        0.950                       0.950                       0.950
Satd. Flow (prot)             1738      3476     2737      3372      3476     1555     3372      1483     1477     3372     1502     1477
Flt Permitted                0.615                        0.476                       0.450                       0.576
Satd. Flow (perm)             1125      3476     2737      1690      3476     1555     1597      1483     1477     2045     1502     1477
Right Turn on Red                                 Yes                          Yes                         Yes                        Yes
Satd. Flow (RTOR)                                 186                          160                282      281                50       55
Link Speed (k/h)                          70                           70                           70                        70
Link Distance (m)                      213.3                        261.5                       112.1                      392.3
Travel Time (s)                         11.0                         13.4                          5.8                      20.2
Peak Hour Factor              0.95      0.95     0.95      0.95      0.95     0.95     0.95      0.95     0.95     0.95     0.95     0.95
Heavy Vehicles (%)             5%        5%       5%        5%        5%       5%       5%        5%       5%       5%       5%       5%
Adj. Flow (vph)                106       357      186       176       219      160      455          5     563       58        5      105
Shared Lane Traffic (%)                                                                                   50%                        48%
Lane Group Flow (vph)          106       357     186        176       219     160       455       287      281       58        55      55
Enter Blocked Intersection      No        No      No         No        No      No        No        No       No       No       No       No
Lane Alignment                 Left      Left   Right       Left      Left   Right      Left      Left   Right      Left     Left   Right
Median Width(m)                           7.4                          7.4                         7.4                        7.4
Link Offset(m)                            0.0                          0.0                         0.0                        0.0
Crosswalk Width(m)                        4.8                          4.8                         4.8                        4.8
Two way Left Turn Lane
Headway Factor                0.99      0.99     0.99      0.99      0.99     0.99     0.99      0.99     0.99     0.99     0.99     0.99
Turning Speed (k/h)              25                 15        25                 15       25                 15       25                15
Number of Detectors               1         1        1         1         1        1        1         1        1        1        1        1
Detector Template              Left     Thru    Right       Left     Thru    Right      Left     Thru    Right      Left    Thru    Right
Leading Detector (m)            6.0       6.0      6.0       6.0       6.0      6.0      2.0       6.0      6.0      6.0      6.0      6.0
Trailing Detector (m)           2.0       2.0      2.0       2.0       2.0      2.0      0.0       2.0      2.0      2.0      2.0      2.0
Detector 1 Position(m)          2.0       2.0      2.0       2.0       2.0      2.0      0.0       2.0      2.0      2.0      2.0      2.0
Detector 1 Size(m)              4.0       4.0      4.0       4.0       4.0      4.0      2.0       4.0      4.0      4.0      4.0      4.0
Detector 1 Type              Cl+Ex     Cl+Ex    Cl+Ex     Cl+Ex     Cl+Ex    Cl+Ex    Cl+Ex     Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)          0.0       0.0      0.0       0.0       0.0      0.0      0.0       0.0      0.0      0.0      0.0      0.0
Detector 1 Queue (s)           0.0       0.0      0.0       0.0       0.0      0.0      0.0       0.0      0.0      0.0      0.0      0.0
Detector 1 Delay (s)           0.0       0.0      0.0       0.0       0.0      0.0      0.0       0.0      0.0      0.0      0.0      0.0
Turn Type                    pm+pt              Perm      pm+pt              Perm     pm+pt              Perm     pm+pt             Perm
Protected Phases                 5         2                  1         6                 3         8                 7        4
Permitted Phases                 2                   2        6                  6        8                  8        4                 4
Detector Phase                   5         2         2        1         6        6        3         8        8        7        4        4
Switch Phase
Minimum Initial (s)            7.0      10.0     10.0       7.0      10.0     10.0      7.0      10.0     10.0      7.0     10.0     10.0
Minimum Split (s)             13.0      38.0     38.0      13.0      38.0     38.0     13.0      18.0     18.0     13.0     18.0     18.0

                                                                                                                      Synchro 7 - Report
Highway 27 & Range Road 1.2                                                                      PM WITHOUT DEVELOPMENT
                                                                                                                                              2027



Lane Group                       EBL        EBT      EBR       WBL        WBT      WBR        NBL       NBT      NBR        SBL      SBT      SBR
Total Split (s)                  13.0       38.0      38.0      13.0      38.0      38.0      15.0      21.0      21.0      13.0     19.0      19.0
Total Split (%)                15.3%      44.7%     44.7%     15.3%     44.7%     44.7%     17.6%     24.7%     24.7%     15.3%    22.4%     22.4%
Yellow Time (s)                   4.0         4.0       4.0      4.0        4.0       4.0      4.0        4.0       4.0      4.0       4.0       4.0
All-Red Time (s)                  2.0         2.0       2.0      2.0        2.0       2.0      2.0        2.0       2.0      2.0       2.0       2.0
Lost Time Adjust (s)              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 Lost Time (s)               6.0         6.0       6.0      6.0        6.0       6.0      6.0        6.0       6.0      6.0       6.0       6.0
Lead/Lag                        Lead         Lag       Lag     Lead        Lag       Lag     Lead        Lag       Lag     Lead       Lag       Lag
Lead-Lag Optimize?               Yes        Yes       Yes       Yes        Yes      Yes       Yes       Yes       Yes       Yes      Yes       Yes
Recall Mode                     None       None      None      None      None      None      None      None      None      None     None      None
Act Effct Green (s)              19.2       12.1      12.1      20.8      15.5      15.5      19.7      14.7      14.7      15.1     10.6      10.6
Actuated g/C Ratio               0.32       0.20      0.20      0.35      0.26      0.26      0.33      0.25      0.25      0.25     0.18      0.18
v/c Ratio                        0.24       0.51      0.26      0.22      0.24      0.31      0.56      0.50      0.49      0.09     0.18      0.18
Control Delay                    13.9       24.9        5.1     12.7      21.8        6.2     16.6        7.1       6.8     12.7     10.6        9.4
Queue Delay                       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 Delay                      13.9       24.9        5.1     12.7      21.8        6.2     16.6        7.1       6.8     12.7     10.6        9.4
LOS                                 B          C          A        B         C          A        B          A         A        B         B         A
Approach Delay                              17.4                          14.4                          11.3                         10.9
Approach LOS                                    B                             B                             B                            B
Queue Length 50th (m)             7.8       20.4       0.0      6.5       12.0       0.0       18.3       0.5      0.0      2.0        0.5      0.0
Queue Length 95th (m)            17.2       33.4       7.8     12.6       21.4      13.4       31.6     19.8      19.0      5.6        9.8      9.2
Internal Link Dist (m)                     189.3                         237.5                          88.1                        368.3
Turn Bay Length (m)              30.0                 30.0     30.0                 30.0       30.0               30.0     30.0                30.0
Base Capacity (vph)               437      1908      1586       792       1908       926        810      631       629      678       374       372
Starvation Cap Reductn              0          0         0        0           0        0          0        0         0        0         0         0
Spillback Cap Reductn               0          0         0        0           0        0          0        0         0        0         0         0
Storage Cap Reductn                 0          0         0        0           0        0          0        0         0        0         0         0
Reduced v/c Ratio                0.24       0.19      0.12     0.22        0.11     0.17       0.56     0.45      0.45     0.09      0.15      0.15
Intersection Summary
Area Type:                   Other
Cycle Length: 85
Actuated Cycle Length: 59.5
Natural Cycle: 85
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.56
Intersection Signal Delay: 13.6                                       Intersection LOS: B
Intersection Capacity Utilization 53.7%                               ICU Level of Service A
Analysis Period (min) 15

Splits and Phases:    1: Hwy 27 & RR 1.2




                                                                                                                              Synchro 7 - Report
Highway 27 & Range Road 1.2                                                                                                           PM
                                                                                                                                      2017



Lane Group                    EBL       EBT      EBR       WBL       WBT     WBR       NBL       NBT      NBR      SBL       SBT      SBR
Lane Configurations
Volume (vph)                    408      285       125       119      174      444       303         5     376       555         5     505
Ideal Flow (vphpl)            1900      1900     1900      1900      1900    1900      1900      1900    1900      1900      1900    1900
Lane Width (m)                   3.7      3.7       3.7       3.7      3.7      3.7       3.7      3.7      3.7       3.7      3.7      3.7
Storage Length (m)             50.0               30.0      50.0              30.0      50.0              30.0      50.0              30.0
Storage Lanes                      2                  1         2                 1         2                 1         2                 1
Taper Length (m)               87.5               87.5      87.5              87.5      87.5              87.5      87.5              87.5
Lane Util. Factor              0.97     0.95      1.00      0.97     0.95     1.00      0.97     0.95     0.95      0.97     0.95     0.95
Frt                                             0.850                        0.850              0.854    0.850              0.853    0.850
Flt Protected                0.950                        0.950                       0.950                       0.950
Satd. Flow (prot)             3372      3476     1555      3372      3476     1555     3372      1484     1477     3372      1483     1477
Flt Permitted                0.575                        0.569                       0.551                       0.434
Satd. Flow (perm)             2041      3476     1555      2020      3476     1555     1956      1484     1477     1540      1483     1477
Right Turn on Red                                 Yes                          Yes                         Yes                         Yes
Satd. Flow (RTOR)                                 132                          467                194      202                266      266
Link Speed (k/h)                          70                           70                           70                         70
Link Distance (m)                      213.3                        261.5                       112.1                       392.3
Travel Time (s)                         11.0                         13.4                          5.8                       20.2
Peak Hour Factor              0.95      0.95     0.95      0.95      0.95     0.95     0.95      0.95     0.95     0.95      0.95     0.95
Heavy Vehicles (%)             5%        5%       5%        5%        5%       5%       5%        5%       5%       5%        5%       5%
Adj. Flow (vph)                429       300      132       125       183      467      319          5     396      584         5      532
Shared Lane Traffic (%)                                                                                   49%                         50%
Lane Group Flow (vph)          429       300     132        125       183     467       319       199      202      584       271      266
Enter Blocked Intersection      No        No      No         No        No      No        No        No       No       No        No       No
Lane Alignment                 Left      Left   Right       Left      Left   Right      Left      Left   Right      Left      Left   Right
Median Width(m)                           7.4                          7.4                         7.4                         7.4
Link Offset(m)                            0.0                          0.0                         0.0                         0.0
Crosswalk Width(m)                        4.8                          4.8                         4.8                         4.8
Two way Left Turn Lane
Headway Factor                0.99      0.99     0.99      0.99      0.99     0.99     0.99      0.99     0.99     0.99      0.99     0.99
Turning Speed (k/h)              25                 15        25                 15       25                 15       25                 15
Number of Detectors               1         1        1         1         1        1        1         1        1        1         1        1
Detector Template              Left     Thru    Right       Left     Thru    Right      Left     Thru    Right      Left     Thru    Right
Leading Detector (m)            6.0       6.0      6.0       6.0       6.0      6.0      2.0       6.0      6.0      6.0       6.0      6.0
Trailing Detector (m)           2.0       2.0      2.0       2.0       2.0      2.0      0.0       2.0      2.0      2.0       2.0      2.0
Detector 1 Position(m)          2.0       2.0      2.0       2.0       2.0      2.0      0.0       2.0      2.0      2.0       2.0      2.0
Detector 1 Size(m)              4.0       4.0      4.0       4.0       4.0      4.0      2.0       4.0      4.0      4.0       4.0      4.0
Detector 1 Type              Cl+Ex     Cl+Ex    Cl+Ex     Cl+Ex     Cl+Ex    Cl+Ex    Cl+Ex     Cl+Ex    Cl+Ex    Cl+Ex     Cl+Ex    Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)          0.0       0.0      0.0       0.0       0.0      0.0      0.0       0.0      0.0      0.0       0.0      0.0
Detector 1 Queue (s)           0.0       0.0      0.0       0.0       0.0      0.0      0.0       0.0      0.0      0.0       0.0      0.0
Detector 1 Delay (s)           0.0       0.0      0.0       0.0       0.0      0.0      0.0       0.0      0.0      0.0       0.0      0.0
Turn Type                    pm+pt              Perm      pm+pt              Perm     pm+pt              Perm     pm+pt              Perm
Protected Phases                 5         2                  1         6                 3         8                 7         4
Permitted Phases                 2                   2        6                  6        8                  8        4                  4
Detector Phase                   5         2         2        1         6        6        3         8        8        7         4        4
Switch Phase
Minimum Initial (s)            7.0      10.0     10.0       7.0      10.0     10.0      7.0      10.0     10.0      7.0      10.0     10.0
Minimum Split (s)             13.0      38.0     38.0      13.0      38.0     38.0     13.0      18.0     18.0     13.0      18.0     18.0

                                                                                                                       Synchro 7 - Report
Highway 27 & Range Road 1.2                                                                                                                   PM
                                                                                                                                              2017



Lane Group                       EBL        EBT      EBR       WBL        WBT      WBR        NBL       NBT      NBR        SBL      SBT      SBR
Total Split (s)                  13.0       38.0      38.0      13.0      38.0      38.0      13.0      18.0      18.0      16.0     21.0      21.0
Total Split (%)                15.3%      44.7%     44.7%     15.3%     44.7%     44.7%     15.3%     21.2%     21.2%     18.8%    24.7%     24.7%
Yellow Time (s)                   4.0         4.0       4.0      4.0        4.0       4.0      4.0        4.0       4.0      4.0       4.0       4.0
All-Red Time (s)                  2.0         2.0       2.0      2.0        2.0       2.0      2.0        2.0       2.0      2.0       2.0       2.0
Lost Time Adjust (s)              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 Lost Time (s)               6.0         6.0       6.0      6.0        6.0       6.0      6.0        6.0       6.0      6.0       6.0       6.0
Lead/Lag                        Lead         Lag       Lag     Lead        Lag       Lag     Lead        Lag       Lag     Lead       Lag       Lag
Lead-Lag Optimize?               Yes        Yes       Yes       Yes        Yes      Yes       Yes       Yes       Yes       Yes      Yes       Yes
Recall Mode                     None       None      None      None      None      None      None      None      None      None     None      None
Act Effct Green (s)              20.0       14.4      14.4      18.8      11.7      11.7      17.4      10.3      10.3      23.4     13.4      13.4
Actuated g/C Ratio               0.32       0.23      0.23      0.30      0.19      0.19      0.28      0.16      0.16      0.37     0.21      0.21
v/c Ratio                        0.54       0.38      0.29      0.17      0.28      0.70      0.46      0.49      0.49      0.68     0.52      0.51
Control Delay                    16.8       23.5        6.6     12.9      23.2        8.9     15.4        9.5       9.0     18.4       7.7       7.4
Queue Delay                       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 Delay                      16.8       23.5        6.6     12.9      23.2        8.9     15.4        9.5       9.0     18.4       7.7       7.4
LOS                                 B          C          A        B         C          A        B          A         A        B         A         A
Approach Delay                              17.5                          12.9                          12.0                         13.2
Approach LOS                                    B                             B                             B                            B
Queue Length 50th (m)            18.0       17.2       0.0      4.7       10.1       0.0       11.8       0.5      0.0     23.8        0.5      0.0
Queue Length 95th (m)            28.6       28.5      12.1      9.6       18.5      22.1       23.0     18.2      17.4     42.5      19.7      18.7
Internal Link Dist (m)                     189.3                         237.5                          88.1                        368.3
Turn Bay Length (m)              50.0                 30.0     50.0                 30.0       50.0               30.0     50.0                30.0
Base Capacity (vph)               794      1765        854      750       1765     1019         695      440       445      860       555       554
Starvation Cap Reductn              0          0         0        0           0        0          0        0         0        0         0         0
Spillback Cap Reductn               0          0         0        0           0        0          0        0         0        0         0         0
Storage Cap Reductn                 0          0         0        0           0        0          0        0         0        0         0         0
Reduced v/c Ratio                0.54       0.17      0.15     0.17        0.10     0.46       0.46     0.45      0.45     0.68      0.49      0.48
Intersection Summary
Area Type:                   Other
Cycle Length: 85
Actuated Cycle Length: 63.2
Natural Cycle: 85
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.70
Intersection Signal Delay: 14.0                                       Intersection LOS: B
Intersection Capacity Utilization 64.1%                               ICU Level of Service C
Analysis Period (min) 15

Splits and Phases:    1: Hwy 27 & RR 1.2




                                                                                                                              Synchro 7 - Report
Highway 27 & Range Road 1.2                                                                 AM WITOUT DEVELOPMENT
                                                                                                                                 2027



Lane Group                    EBL      EBT      EBR      WBL      WBT     WBR       NBL       NBT     NBR      SBL      SBT      SBR
Lane Configurations
Volume (vph)                     31     322       623      502     236       46       135       5      144        84       5      142
Ideal Flow (vphpl)            1900     1900     1900     1900     1900    1900      1900     1900    1900      1900     1900    1900
Storage Length (m)             35.0              35.0     35.0             30.0      35.0             35.0      35.0             35.0
Storage Lanes                     1                 2        2                1         1                1         1                1
Taper Length (m)               87.5              87.5     87.5             87.5      87.5             87.5      87.5             87.5
Lane Util. Factor              1.00    0.95      0.88     0.97    0.95     1.00      1.00     0.95    0.95      1.00    0.95     0.95
Frt                                            0.850                      0.850              0.859   0.850             0.860    0.850
Flt Protected                0.950                      0.950                      0.950                      0.950
Satd. Flow (prot)             1738     3476     2737     3372     3476     1555     1738     1493     1477     1738     1495     1477
Flt Permitted                0.598                      0.404                      0.727                      0.851
Satd. Flow (perm)             1094     3476     2737     1434     3476     1555     1330     1493     1477     1557     1495     1477
Right Turn on Red                                Yes                        Yes                        Yes                        Yes
Satd. Flow (RTOR)                                656                         48                 74      78                73       76
Link Speed (k/h)                         70                         70                          70                        70
Link Distance (m)                     213.3                      261.5                       112.1                     392.3
Travel Time (s)                        11.0                       13.4                         5.8                      20.2
Peak Hour Factor              0.95     0.95     0.95     0.95     0.95     0.95     0.95      0.95    0.95     0.95     0.95     0.95
Heavy Vehicles (%)             5%       5%       5%       5%       5%       5%       5%        5%      5%       5%       5%       5%
Adj. Flow (vph)                 33      339      656      528      248       48      142         5     152       88        5      149
Shared Lane Traffic (%)                                                                               49%                        49%
Lane Group Flow (vph)           33      339     656       528      248      48       142        79      78       88        78      76
Enter Blocked Intersection      No       No      No        No       No      No        No       No       No       No       No       No
Lane Alignment                 Left     Left   Right      Left     Left   Right      Left     Left   Right      Left     Left   Right
Median Width(m)                          7.4                        7.4                        3.7                        3.7
Link Offset(m)                           0.0                        0.0                        0.0                        0.0
Crosswalk Width(m)                       4.8                        4.8                        4.8                        4.8
Two way Left Turn Lane
Headway Factor                0.99     0.99     0.99     0.99     0.99     0.99     0.99      0.99    0.99     0.99     0.99     0.99
Turning Speed (k/h)              25                15       25                15       25                15       25                15
Number of Detectors               1        1        1        1        1        1        1        1        1        1        1        1
Detector Template              Left    Thru    Right      Left    Thru    Right      Left    Thru    Right      Left    Thru    Right
Leading Detector (m)            6.0      6.0      6.0      6.0      6.0      6.0      2.0      6.0      6.0      6.0      6.0      6.0
Trailing Detector (m)           2.0      2.0      2.0      2.0      2.0      2.0      0.0      2.0      2.0      2.0      2.0      2.0
Detector 1 Position(m)          2.0      2.0      2.0      2.0      2.0      2.0      0.0      2.0      2.0      2.0      2.0      2.0
Detector 1 Size(m)              4.0      4.0      4.0      4.0      4.0      4.0      2.0      4.0      4.0      4.0      4.0      4.0
Detector 1 Type              Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)          0.0      0.0      0.0      0.0      0.0      0.0      0.0       0.0     0.0      0.0      0.0      0.0
Detector 1 Queue (s)           0.0      0.0      0.0      0.0      0.0      0.0      0.0       0.0     0.0      0.0      0.0      0.0
Detector 1 Delay (s)           0.0      0.0      0.0      0.0      0.0      0.0      0.0       0.0     0.0      0.0      0.0      0.0
Turn Type                    pm+pt             Perm     pm+pt             Perm     pm+pt             Perm     pm+pt             Perm
Protected Phases                 5        2                 1        6                 3        8                 7        4
Permitted Phases                 2                 2        6                 6        8                 8        4                 4
Detector Phase                   5        2        2        1        6        6        3        8        8        7        4        4
Switch Phase
Minimum Initial (s)            4.0      4.0      4.0      4.0      4.0      4.0      4.0       4.0     4.0      4.0      4.0      4.0
Minimum Split (s)             13.0     37.0     37.0     13.0     37.5     37.5     13.0      17.5    17.5     13.0     17.5     17.5
Total Split (s)               13.0     39.5     39.5     14.0     40.5     40.5     14.0      18.5    18.5     13.0     17.5     17.5

                                                                                                                  Synchro 7 - Report
Highway 27 & Range Road 1.2                                                                            AM WITOUT DEVELOPMENT
                                                                                                                                               2027



Lane Group                       EBL        EBT      EBR       WBL         WBT      WBR        NBL       NBT      NBR        SBL      SBT      SBR
Total Split (%)                15.3%      46.5%     46.5%     16.5%      47.6%     47.6%     16.5%     21.8%     21.8%     15.3%    20.6%     20.6%
Yellow Time (s)                   4.0         4.0       4.0      4.0         4.0       4.0      4.0        4.0       4.0      4.0       4.0       4.0
All-Red Time (s)                  2.0         2.0       2.0      2.0         2.0       2.0      2.0        2.0       2.0      2.0       2.0       2.0
Lost Time Adjust (s)              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 Lost Time (s)               6.0         6.0       6.0      6.0         6.0       6.0      6.0        6.0       6.0      6.0       6.0       6.0
Lead/Lag                        Lead         Lag       Lag     Lead         Lag       Lag     Lead        Lag       Lag     Lead       Lag       Lag
Lead-Lag Optimize?               Yes        Yes       Yes       Yes         Yes      Yes       Yes       Yes       Yes       Yes      Yes       Yes
Recall Mode                     None       None      None      None       None      None      None      None      None      None     None      None
Act Effct Green (s)              18.8       12.2      12.2      26.0       25.7      25.7      13.6        7.6       7.6     11.8       6.8       6.8
Actuated g/C Ratio               0.35       0.23      0.23      0.49       0.48      0.48      0.26      0.14      0.14      0.22     0.13      0.13
v/c Ratio                        0.07       0.42      0.58      0.52       0.15      0.06      0.35      0.29      0.28      0.24     0.30      0.30
Control Delay                    10.1       21.2        4.3     12.4       14.9        6.7     17.4      11.0      10.1      16.2     11.8      10.8
Queue Delay                       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 Delay                      10.1       21.2        4.3     12.4       14.9        6.7     17.4      11.0      10.1      16.2     11.8      10.8
LOS                                 B          C          A        B           B         A        B          B         B        B         B         B
Approach Delay                              10.1                           12.8                          13.8                         13.1
Approach LOS                                    B                              B                             B                            B
Queue Length 50th (m)             1.9       17.3       0.0     18.2          7.9      0.0       10.9       0.5      0.0      6.5        0.5      0.0
Queue Length 95th (m)             6.3       29.7      12.5     30.6        21.8       6.9       24.9     11.7      11.1     16.7      12.0      11.1
Internal Link Dist (m)                     189.3                          237.5                          88.1                        368.3
Turn Bay Length (m)              35.0                 35.0      35.0                 30.0       35.0               35.0     35.0                35.0
Base Capacity (vph)               506      2260      2009      1026        2307     1048         427      445       444      392       415       413
Starvation Cap Reductn              0          0         0         0           0        0          0        0         0        0         0         0
Spillback Cap Reductn               0          0         0         0           0        0          0        0         0        0         0         0
Storage Cap Reductn                 0          0         0         0           0        0          0        0         0        0         0         0
Reduced v/c Ratio                0.07       0.15      0.33      0.51        0.11     0.05       0.33     0.18      0.18     0.22      0.19      0.18
Intersection Summary
Area Type:                   Other
Cycle Length: 85
Actuated Cycle Length: 53.2
Natural Cycle: 85
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.58
Intersection Signal Delay: 11.8                                        Intersection LOS: B
Intersection Capacity Utilization 54.4%                                ICU Level of Service A
Analysis Period (min) 15

Splits and Phases:    3: Hwy 27 & RR 1.2




                                                                                                                               Synchro 7 - Report
Highway 27 & Range Road 1.2                                                                                                             PM
3: Hwy 27 & RR 1.2                                                                                                                      2009



Lane Group                       EBL       EBT       EBR     WBL         WBT      WBR         NBL      NBT     NBR     SBL      SBT     SBR
Lane Configurations
Volume (vph)                       71      241          19      22        147         71         46       0       62      79       1       79
Ideal Flow (vphpl)              1900      1900       1900    1900        1900      1900       1900    1900     1900    1900    1900     1900
Lane Width (m)                    3.7       3.7        3.4     3.7         3.7       3.3        3.7     2.8      3.7     3.7     3.5      3.7
Storage Length (m)                0.0               267.0      0.0                135.0         0.0              0.0     0.0              0.0
Storage Lanes                       0                    1       0                     1          0                0       0                0
Taper Length (m)                  2.5                  2.5     2.5                   2.5        2.5              2.5     2.5              2.5
Lane Util. Factor                1.00      1.00       1.00    1.00       1.00       1.00       1.00     1.00    1.00    1.00     1.00    1.00
Frt                                                 0.850                         0.850               0.922                    0.933
Flt Protected                             0.989                         0.994                         0.979                    0.976
Satd. Flow (prot)                   0      1810     1504        0        1819     1487           0     1488       0       0     1629       0
Flt Permitted                             0.989                         0.994                         0.979                    0.976
Satd. Flow (perm)                   0      1810     1504        0        1819     1487           0     1488       0       0     1629       0
Link Speed (k/h)                             100                           100                            40                       80
Link Distance (m)                         130.4                         189.1                         351.7                    335.7
Travel Time (s)                               4.7                           6.8                         31.7                     15.1
Peak Hour Factor                 0.95       0.95     0.95    0.95         0.95     0.95       0.95      0.95   0.95    0.95      0.95   0.95
Heavy Vehicles (%)                5%         5%       5%      5%           5%       5%         5%        5%     5%      5%        5%     5%
Adj. Flow (vph)                    75        254       20      23          155       75         48         0     65      83         1     83
Shared Lane Traffic (%)
Lane Group Flow (vph)              0        329        20       0         178        75          0     113         0      0     167         0
Enter Blocked Intersection        No         No       No       No          No       No          No      No       No      No      No       No
Lane Alignment                   Left       Left    Right     Left        Left    Right        Left    Left    Right    Left    Left    Right
Median Width(m)                              0.0                           0.0                          0.0                      0.0
Link Offset(m)                               0.0                           0.0                          0.0                      0.0
Crosswalk Width(m)                           1.6                           1.6                          1.6                      1.6
Two way Left Turn Lane
Headway Factor                   0.99      0.99      1.03    0.99        0.99      1.04       0.99     1.13    0.99    0.99     1.01    0.99
Turning Speed (k/h)                24                  14      24                    14         24               14      24               14
Sign Control                               Free                          Free                          Stop                     Stop
Intersection Summary
Area Type:                   Other
Control Type: Unsignalized
Intersection Capacity Utilization 48.2%                              ICU Level of Service A
Analysis Period (min) 15




                                                                                                                          Synchro 7 - Report
Highway 27 & Range Road 1.2                                                                                                      AM
                                                                                                                                 2027



Lane Group                    EBL      EBT      EBR      WBL      WBT     WBR       NBL      NBT      NBR      SBL      SBT      SBR
Lane Configurations
Volume (vph)                    544     322       623      502     236      454       135       5      144       363       5      425
Ideal Flow (vphpl)            1900     1900     1900     1900     1900    1900      1900     1900    1900      1900     1900    1900
Storage Length (m)             50.0              30.0     50.0             30.0      50.0             30.0      50.0             30.0
Storage Lanes                     2                 1        2                1         2                1         2                1
Taper Length (m)               87.5              87.5     87.5             87.5      87.5             87.5      87.5             87.5
Lane Util. Factor              0.97    0.95      1.00     0.97    0.95     1.00      0.97    0.95     0.95      0.97    0.95     0.95
Frt                                            0.850                      0.850             0.859    0.850             0.853    0.850
Flt Protected                0.950                      0.950                      0.950                      0.950
Satd. Flow (prot)             3372     3476     1555     3372     3476     1555     3372     1493     1477     3372     1483     1477
Flt Permitted                0.594                      0.548                      0.741                      0.465
Satd. Flow (perm)             2108     3476     1555     1945     3476     1555     2630     1493     1477     1651     1483     1477
Right Turn on Red                                Yes                        Yes                        Yes                        Yes
Satd. Flow (RTOR)                                656                        478                74       78               224      223
Link Speed (k/h)                         70                         70                         70                         70
Link Distance (m)                     213.3                      261.5                      112.1                      392.3
Travel Time (s)                        11.0                       13.4                        5.8                       20.2
Peak Hour Factor              0.95     0.95     0.95     0.95     0.95     0.95     0.95     0.95     0.95     0.95     0.95     0.95
Heavy Vehicles (%)             5%       5%       5%       5%       5%       5%       5%       5%       5%       5%       5%       5%
Adj. Flow (vph)                573      339      656      528      248      478      142        5      152      382        5      447
Shared Lane Traffic (%)                                                                               49%                        50%
Lane Group Flow (vph)          573      339     656       528      248     478       142        79      78      382      229      223
Enter Blocked Intersection      No       No      No        No       No      No        No       No       No       No       No       No
Lane Alignment                 Left     Left   Right      Left     Left   Right      Left     Left   Right      Left     Left   Right
Median Width(m)                          7.4                        7.4                        7.4                        7.4
Link Offset(m)                           0.0                        0.0                        0.0                        0.0
Crosswalk Width(m)                       4.8                        4.8                        4.8                        4.8
Two way Left Turn Lane
Headway Factor                0.99     0.99     0.99     0.99     0.99     0.99     0.99     0.99     0.99     0.99     0.99     0.99
Turning Speed (k/h)              25                15       25                15       25                15       25                15
Number of Detectors               1        1        1        1        1        1        1        1        1        1        1        1
Detector Template              Left    Thru    Right      Left    Thru    Right      Left    Thru    Right      Left    Thru    Right
Leading Detector (m)            6.0      6.0      6.0      6.0      6.0      6.0      2.0      6.0      6.0      6.0      6.0      6.0
Trailing Detector (m)           2.0      2.0      2.0      2.0      2.0      2.0      0.0      2.0      2.0      2.0      2.0      2.0
Detector 1 Position(m)          2.0      2.0      2.0      2.0      2.0      2.0      0.0      2.0      2.0      2.0      2.0      2.0
Detector 1 Size(m)              4.0      4.0      4.0      4.0      4.0      4.0      2.0      4.0      4.0      4.0      4.0      4.0
Detector 1 Type              Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)          0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0
Detector 1 Queue (s)           0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0
Detector 1 Delay (s)           0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0
Turn Type                    pm+pt             Perm     pm+pt             Perm     pm+pt             Perm     pm+pt             Perm
Protected Phases                 5        2                 1        6                 3        8                 7        4
Permitted Phases                 2                 2        6                 6        8                 8        4                 4
Detector Phase                   5        2        2        1        6        6        3        8        8        7        4        4
Switch Phase
Minimum Initial (s)            4.0      4.0      4.0      4.0      4.0      4.0      4.0      4.0      4.0      4.0      4.0      4.0
Minimum Split (s)             13.0     37.0     37.0     13.0     37.5     37.5     13.0     17.5     17.5     13.0     17.5     17.5
Total Split (s)               18.0     38.0     38.0     20.0     40.0     40.0     13.0     18.0     18.0     14.0     19.0     19.0

                                                                                                                  Synchro 7 - Report
Highway 27 & Range Road 1.2                                                                                                                    AM
                                                                                                                                               2027



Lane Group                       EBL        EBT      EBR       WBL         WBT      WBR        NBL       NBT      NBR        SBL      SBT      SBR
Total Split (%)                20.0%      42.2%     42.2%     22.2%      44.4%     44.4%     14.4%     20.0%     20.0%     15.6%    21.1%     21.1%
Yellow Time (s)                   4.0         4.0       4.0      4.0         4.0       4.0      4.0        4.0       4.0      4.0       4.0       4.0
All-Red Time (s)                  2.0         2.0       2.0      2.0         2.0       2.0      2.0        2.0       2.0      2.0       2.0       2.0
Lost Time Adjust (s)              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 Lost Time (s)               6.0         6.0       6.0      6.0         6.0       6.0      6.0        6.0       6.0      6.0       6.0       6.0
Lead/Lag                        Lead         Lag       Lag     Lead         Lag       Lag     Lead        Lag       Lag     Lead       Lag       Lag
Lead-Lag Optimize?               Yes        Yes       Yes       Yes         Yes      Yes       Yes       Yes       Yes       Yes      Yes       Yes
Recall Mode                     None       None      None      None       None      None      None      None      None      None     None      None
Act Effct Green (s)              25.4       13.8      13.8      25.3       13.8      13.8      12.5        7.0       7.0     14.7       8.6       8.6
Actuated g/C Ratio               0.41       0.22      0.22      0.40       0.22      0.22      0.20      0.11      0.11      0.23     0.14      0.14
v/c Ratio                        0.53       0.44      0.77      0.50       0.32      0.67      0.23      0.34      0.33      0.62     0.58      0.56
Control Delay                    12.1       23.6        9.0     11.8       22.1        7.5     18.8      13.7      12.5      23.9     11.8      11.2
Queue Delay                       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 Delay                      12.1       23.6        9.0     11.8       22.1        7.5     18.8      13.7      12.5      23.9     11.8      11.2
LOS                                 B          C          A        B          C          A        B          B         B        C         B         B
Approach Delay                              13.3                           12.2                          15.8                         17.2
Approach LOS                                    B                              B                             B                            B
Queue Length 50th (m)            20.2       18.7       0.0     18.3        13.6       0.0        5.9       0.6      0.0     17.3        0.5      0.0
Queue Length 95th (m)            35.2       34.1      26.9     32.2        24.5      20.4       15.7     13.6      12.8     38.1      21.6      20.4
Internal Link Dist (m)                     189.3                          237.5                          88.1                        368.3
Turn Bay Length (m)              50.0                 30.0      50.0                 30.0       50.0               30.0     50.0                30.0
Base Capacity (vph)             1144       1864      1138      1219        1980     1092         624      359       359      617       498       496
Starvation Cap Reductn              0          0         0         0           0        0          0        0         0        0         0         0
Spillback Cap Reductn               0          0         0         0           0        0          0        0         0        0         0         0
Storage Cap Reductn                 0          0         0         0           0        0          0        0         0        0         0         0
Reduced v/c Ratio                0.50       0.18      0.58      0.43        0.13     0.44       0.23     0.22      0.22     0.62      0.46      0.45
Intersection Summary
Area Type:                   Other
Cycle Length: 90
Actuated Cycle Length: 62.6
Natural Cycle: 85
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 13.9                                        Intersection LOS: B
Intersection Capacity Utilization 76.9%                                ICU Level of Service D
Analysis Period (min) 15

Splits and Phases:    3: Hwy 27 & RR 1.2




                                                                                                                               Synchro 7 - Report
Highway 27 & Range Road 1.2                                                                                                             AM
                                                                                                                                        2009



Lane Group                       EBL       EBT       EBR     WBL         WBT      WBR         NBL      NBT     NBR     SBL      SBT     SBR
Lane Configurations
Volume (vph)                       85      229          65      51        167         71         20       1       20      70       0       82
Ideal Flow (vphpl)              1900      1900       1900    1900        1900      1900       1900    1900     1900    1900    1900     1900
Lane Width (m)                    3.7       3.7        3.4     3.7         3.7       3.3        3.7     2.8      3.7     3.7     3.5      3.7
Storage Length (m)                0.0               267.0      0.0                135.0         0.0              0.0     0.0              0.0
Storage Lanes                       0                    1       0                     1          0                0       0                0
Taper Length (m)                  2.5                  2.5     2.5                   2.5        2.5              2.5     2.5              2.5
Lane Util. Factor                1.00      1.00       1.00    1.00       1.00       1.00       1.00     1.00    1.00    1.00     1.00    1.00
Frt                                                 0.850                         0.850               0.934                    0.927
Flt Protected                             0.987                         0.988                         0.976                    0.977
Satd. Flow (prot)                   0      1806     1504        0        1808     1487           0     1503       0       0     1621       0
Flt Permitted                             0.987                         0.988                         0.976                    0.977
Satd. Flow (perm)                   0      1806     1504        0        1808     1487           0     1503       0       0     1621       0
Link Speed (k/h)                             100                           100                            40                       80
Link Distance (m)                         130.4                         189.1                         351.7                    335.7
Travel Time (s)                               4.7                           6.8                         31.7                     15.1
Peak Hour Factor                 0.95       0.95     0.95    0.95         0.95     0.95       0.95      0.95   0.95    0.95      0.95   0.95
Heavy Vehicles (%)                5%         5%       5%      5%           5%       5%         5%        5%     5%      5%        5%     5%
Adj. Flow (vph)                    89        241       68      54          176       75         21         1     21      74         0     86
Shared Lane Traffic (%)
Lane Group Flow (vph)              0        330        68       0         230        75          0       43        0      0     160         0
Enter Blocked Intersection        No         No       No       No          No       No          No      No       No      No      No       No
Lane Alignment                   Left       Left    Right     Left        Left    Right        Left    Left    Right    Left    Left    Right
Median Width(m)                              0.0                           0.0                          0.0                      0.0
Link Offset(m)                               0.0                           0.0                          0.0                      0.0
Crosswalk Width(m)                           1.6                           1.6                          1.6                      1.6
Two way Left Turn Lane
Headway Factor                   0.99      0.99      1.03    0.99        0.99      1.04       0.99     1.13    0.99    0.99     1.01    0.99
Turning Speed (k/h)                24                  14      24                    14         24               14      24               14
Sign Control                               Free                          Free                          Stop                     Stop
Intersection Summary
Area Type:                   Other
Control Type: Unsignalized
Intersection Capacity Utilization 49.3%                              ICU Level of Service A
Analysis Period (min) 15




                                                                                                                          Synchro 7 - Report
Highway 27 & Range Road 1.2                                                                                                           PM
                                                                                                                                      2027



Lane Group                    EBL       EBT      EBR       WBL       WBT     WBR       NBL       NBT      NBR      SBL       SBT      SBR
Lane Configurations
Volume (vph)                    434      339       177       167      208      486       432         5     535       569         5     531
Ideal Flow (vphpl)            1900      1900     1900      1900      1900    1900      1900      1900    1900      1900      1900    1900
Lane Width (m)                   3.7      3.7       3.7       3.7      3.7      3.7       3.7      3.7      3.7       3.7      3.7      3.7
Storage Length (m)             50.0               30.0      50.0              30.0      50.0              30.0      50.0              30.0
Storage Lanes                      2                  1         2                 1         2                 1         2                 1
Taper Length (m)               87.5               87.5      87.5              87.5      87.5              87.5      87.5              87.5
Lane Util. Factor              0.97     0.95      1.00      0.97     0.95     1.00      0.97     0.95     0.95      0.97     0.95     0.95
Frt                                             0.850                        0.850              0.853    0.850              0.853    0.850
Flt Protected                0.950                        0.950                       0.950                       0.950
Satd. Flow (prot)             3372      3476     1555      3372      3476     1555     3372      1483     1477     3372      1483     1477
Flt Permitted                0.569                        0.538                       0.443                       0.305
Satd. Flow (perm)             2020      3476     1555      1910      3476     1555     1572      1483     1477     1083      1483     1477
Right Turn on Red                                 Yes                          Yes                         Yes                         Yes
Satd. Flow (RTOR)                                 186                          512                282      281                280      279
Link Speed (k/h)                          70                           70                           70                         70
Link Distance (m)                      213.3                        261.5                       112.1                       392.3
Travel Time (s)                         11.0                         13.4                          5.8                       20.2
Peak Hour Factor              0.95      0.95     0.95      0.95      0.95     0.95     0.95      0.95     0.95     0.95      0.95     0.95
Heavy Vehicles (%)             5%        5%       5%        5%        5%       5%       5%        5%       5%       5%        5%       5%
Adj. Flow (vph)                457       357      186       176       219      512      455          5     563      599         5      559
Shared Lane Traffic (%)                                                                                   50%                         50%
Lane Group Flow (vph)          457       357     186        176       219     512       455       287      281      599       285      279
Enter Blocked Intersection      No        No      No         No        No      No        No        No       No       No        No       No
Lane Alignment                 Left      Left   Right       Left      Left   Right      Left      Left   Right      Left      Left   Right
Median Width(m)                           7.4                          7.4                         7.4                         7.4
Link Offset(m)                            0.0                          0.0                         0.0                         0.0
Crosswalk Width(m)                        4.8                          4.8                         4.8                         4.8
Two way Left Turn Lane
Headway Factor                0.99      0.99     0.99      0.99      0.99     0.99     0.99      0.99     0.99     0.99      0.99     0.99
Turning Speed (k/h)              25                 15        25                 15       25                 15       25                 15
Number of Detectors               1         1        1         1         1        1        1         1        1        1         1        1
Detector Template              Left     Thru    Right       Left     Thru    Right      Left     Thru    Right      Left     Thru    Right
Leading Detector (m)            6.0       6.0      6.0       6.0       6.0      6.0      2.0       6.0      6.0      6.0       6.0      6.0
Trailing Detector (m)           2.0       2.0      2.0       2.0       2.0      2.0      0.0       2.0      2.0      2.0       2.0      2.0
Detector 1 Position(m)          2.0       2.0      2.0       2.0       2.0      2.0      0.0       2.0      2.0      2.0       2.0      2.0
Detector 1 Size(m)              4.0       4.0      4.0       4.0       4.0      4.0      2.0       4.0      4.0      4.0       4.0      4.0
Detector 1 Type              Cl+Ex     Cl+Ex    Cl+Ex     Cl+Ex     Cl+Ex    Cl+Ex    Cl+Ex     Cl+Ex    Cl+Ex    Cl+Ex     Cl+Ex    Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)          0.0       0.0      0.0       0.0       0.0      0.0      0.0       0.0      0.0      0.0       0.0      0.0
Detector 1 Queue (s)           0.0       0.0      0.0       0.0       0.0      0.0      0.0       0.0      0.0      0.0       0.0      0.0
Detector 1 Delay (s)           0.0       0.0      0.0       0.0       0.0      0.0      0.0       0.0      0.0      0.0       0.0      0.0
Turn Type                    pm+pt              Perm      pm+pt              Perm     pm+pt              Perm     pm+pt              Perm
Protected Phases                 5         2                  1         6                 3         8                 7         4
Permitted Phases                 2                   2        6                  6        8                  8        4                  4
Detector Phase                   5         2         2        1         6        6        3         8        8        7         4        4
Switch Phase
Minimum Initial (s)            7.0      10.0     10.0       7.0      10.0     10.0      7.0      10.0     10.0      7.0      10.0     10.0
Minimum Split (s)             13.0      38.0     38.0      13.0      38.0     38.0     13.0      18.0     18.0     13.0      18.0     18.0

                                                                                                                       Synchro 7 - Report
Highway 27 & Range Road 1.2                                                                                                                   PM
                                                                                                                                              2027



Lane Group                       EBL        EBT      EBR       WBL        WBT      WBR        NBL       NBT      NBR        SBL      SBT      SBR
Total Split (s)                  14.0       39.0      39.0      13.0      38.0      38.0      18.0      18.0      18.0      20.0     20.0      20.0
Total Split (%)                15.6%      43.3%     43.3%     14.4%     42.2%     42.2%     20.0%     20.0%     20.0%     22.2%    22.2%     22.2%
Yellow Time (s)                   4.0         4.0       4.0      4.0        4.0       4.0      4.0        4.0       4.0      4.0       4.0       4.0
All-Red Time (s)                  2.0         2.0       2.0      2.0        2.0       2.0      2.0        2.0       2.0      2.0       2.0       2.0
Lost Time Adjust (s)              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 Lost Time (s)               6.0         6.0       6.0      6.0        6.0       6.0      6.0        6.0       6.0      6.0       6.0       6.0
Lead/Lag                        Lead         Lag       Lag     Lead        Lag       Lag     Lead        Lag       Lag     Lead       Lag       Lag
Lead-Lag Optimize?               Yes        Yes       Yes       Yes        Yes      Yes       Yes       Yes       Yes       Yes      Yes       Yes
Recall Mode                     None       None      None      None      None      None      None      None      None      None     None      None
Act Effct Green (s)              21.4       13.3      13.3      19.3      12.3      12.3      21.3      10.4      10.4      26.6     13.1      13.1
Actuated g/C Ratio               0.31       0.19      0.19      0.28      0.18      0.18      0.31      0.15      0.15      0.39     0.19      0.19
v/c Ratio                        0.58       0.53      0.41      0.25      0.35      0.73      0.59      0.62      0.61      0.68     0.56      0.55
Control Delay                    18.7       27.7        7.0     15.0      26.1        9.6     17.1      10.8      10.3      18.5       8.9       8.5
Queue Delay                       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 Delay                      18.7       27.7        7.0     15.0      26.1        9.6     17.1      10.8      10.3      18.5       8.9       8.5
LOS                                 B          C          A        B         C          A        B          B         B        B         A         A
Approach Delay                              19.8                          14.6                          13.5                         13.7
Approach LOS                                    B                             B                             B                            B
Queue Length 50th (m)            21.8       22.7       0.0      7.6       13.6       0.0       18.6       0.6      0.0     25.7        0.6      0.0
Queue Length 95th (m)            33.6       35.8      14.6     13.9       23.4      24.6       34.5     23.0      21.8     46.1      22.3      20.9
Internal Link Dist (m)                     189.3                         237.5                          88.1                        368.3
Turn Bay Length (m)              50.0                 30.0     50.0                 30.0       50.0               30.0     50.0                30.0
Base Capacity (vph)               790      1684        849      691       1633     1002         833      494       492      900       527       525
Starvation Cap Reductn              0          0         0        0           0        0          0        0         0        0         0         0
Spillback Cap Reductn               0          0         0        0           0        0          0        0         0        0         0         0
Storage Cap Reductn                 0          0         0        0           0        0          0        0         0        0         0         0
Reduced v/c Ratio                0.58       0.21      0.22     0.25        0.13     0.51       0.55     0.58      0.57     0.67      0.54      0.53
Intersection Summary
Area Type:                   Other
Cycle Length: 90
Actuated Cycle Length: 68.4
Natural Cycle: 85
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.73
Intersection Signal Delay: 15.3                                       Intersection LOS: B
Intersection Capacity Utilization 68.8%                               ICU Level of Service C
Analysis Period (min) 15

Splits and Phases:    1: Hwy 27 & RR 1.2




                                                                                                                              Synchro 7 - Report
Highway 27 & Range Road 1.2                                                                                                      AM
                                                                                                                                 2017



Lane Group                    EBL      EBT      EBR      WBL      WBT     WBR       NBL      NBT      NBR      SBL      SBT      SBR
Lane Configurations
Volume (vph)                    536     270       437      352     198      442        96       5      102       339       5      386
Ideal Flow (vphpl)            1900     1900     1900     1900     1900    1900      1900     1900    1900      1900     1900    1900
Storage Length (m)             50.0              30.0     50.0             30.0      50.0             30.0      50.0             30.0
Storage Lanes                     2                 1        2                1         2                1         2                1
Taper Length (m)               87.5              87.5     87.5             87.5      87.5             87.5      87.5             87.5
Lane Util. Factor              0.97    0.95      1.00     0.97    0.95     1.00      0.97    0.95     0.95      0.97    0.95     0.95
Frt                                            0.850                      0.850             0.863    0.850             0.854    0.850
Flt Protected                0.950                      0.950                      0.950                      0.950
Satd. Flow (prot)             3372     3476     1555     3372     3476     1555     3372     1500     1477     3372     1484     1477
Flt Permitted                0.559                      0.578                      0.727                      0.519
Satd. Flow (perm)             1984     3476     1555     2052     3476     1555     2580     1500     1477     1842     1484     1477
Right Turn on Red                                Yes                        Yes                        Yes                        Yes
Satd. Flow (RTOR)                                460                        465                51       56               199      207
Link Speed (k/h)                         70                         70                         70                         70
Link Distance (m)                     213.3                      261.5                      112.1                      392.3
Travel Time (s)                        11.0                       13.4                        5.8                       20.2
Peak Hour Factor              0.95     0.95     0.95     0.95     0.95     0.95     0.95     0.95     0.95     0.95     0.95     0.95
Heavy Vehicles (%)             5%       5%       5%       5%       5%       5%       5%       5%       5%       5%       5%       5%
Adj. Flow (vph)                564      284      460      371      208      465      101        5      107      357        5      406
Shared Lane Traffic (%)                                                                               48%                        49%
Lane Group Flow (vph)          564      284     460       371      208     465       101        56      56      357      204      207
Enter Blocked Intersection      No       No      No        No       No      No        No       No       No       No       No       No
Lane Alignment                 Left     Left   Right      Left     Left   Right      Left     Left   Right      Left     Left   Right
Median Width(m)                          7.4                        7.4                        7.4                        7.4
Link Offset(m)                           0.0                        0.0                        0.0                        0.0
Crosswalk Width(m)                       4.8                        4.8                        4.8                        4.8
Two way Left Turn Lane
Headway Factor                0.99     0.99     0.99     0.99     0.99     0.99     0.99     0.99     0.99     0.99     0.99     0.99
Turning Speed (k/h)              25                15       25                15       25                15       25                15
Number of Detectors               1        1        1        1        1        1        1        1        1        1        1        1
Detector Template              Left    Thru    Right      Left    Thru    Right      Left    Thru    Right      Left    Thru    Right
Leading Detector (m)            6.0      6.0      6.0      6.0      6.0      6.0      2.0      6.0      6.0      6.0      6.0      6.0
Trailing Detector (m)           2.0      2.0      2.0      2.0      2.0      2.0      0.0      2.0      2.0      2.0      2.0      2.0
Detector 1 Position(m)          2.0      2.0      2.0      2.0      2.0      2.0      0.0      2.0      2.0      2.0      2.0      2.0
Detector 1 Size(m)              4.0      4.0      4.0      4.0      4.0      4.0      2.0      4.0      4.0      4.0      4.0      4.0
Detector 1 Type              Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex    Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)          0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0
Detector 1 Queue (s)           0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0
Detector 1 Delay (s)           0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0      0.0
Turn Type                    pm+pt             Perm     pm+pt             Perm     pm+pt             Perm     pm+pt             Perm
Protected Phases                 5        2                 1        6                 3        8                 7        4
Permitted Phases                 2                 2        6                 6        8                 8        4                 4
Detector Phase                   5        2        2        1        6        6        3        8        8        7        4        4
Switch Phase
Minimum Initial (s)            4.0      4.0      4.0      4.0      4.0      4.0      4.0      4.0      4.0      4.0      4.0      4.0
Minimum Split (s)             13.0     37.0     37.0     13.0     37.5     37.5     13.0     17.5     17.5     13.0     17.5     17.5
Total Split (s)               14.0     38.8     38.8     13.0     37.8     37.8     13.0     20.2     20.2     13.0     20.2     20.2

                                                                                                                  Synchro 7 - Report
Highway 27 & Range Road 1.2                                                                                                                   AM
                                                                                                                                              2017



Lane Group                       EBL        EBT      EBR       WBL        WBT      WBR        NBL       NBT      NBR        SBL      SBT      SBR
Total Split (%)                16.5%      45.6%     45.6%     15.3%     44.5%     44.5%     15.3%     23.8%     23.8%     15.3%    23.8%     23.8%
Yellow Time (s)                   4.0         4.0       4.0      4.0        4.0       4.0      4.0        4.0       4.0      4.0       4.0       4.0
All-Red Time (s)                  2.0         2.0       2.0      2.0        2.0       2.0      2.0        2.0       2.0      2.0       2.0       2.0
Lost Time Adjust (s)              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 Lost Time (s)               6.0         6.0       6.0      6.0        6.0       6.0      6.0        6.0       6.0      6.0       6.0       6.0
Lead/Lag                        Lead         Lag       Lag     Lead        Lag       Lag     Lead        Lag       Lag     Lead       Lag       Lag
Lead-Lag Optimize?               Yes        Yes       Yes       Yes        Yes      Yes       Yes       Yes       Yes       Yes      Yes       Yes
Recall Mode                     None       None      None      None      None      None      None      None      None      None     None      None
Act Effct Green (s)              19.1       10.9      10.9      16.9        9.8       9.8     12.1        7.0       7.0     13.0       7.7       7.7
Actuated g/C Ratio               0.35       0.20      0.20      0.31      0.18      0.18      0.22      0.13      0.13      0.24     0.14      0.14
v/c Ratio                        0.62       0.41      0.68      0.45      0.33      0.70      0.15      0.23      0.23      0.55     0.53      0.53
Control Delay                    14.7       21.4        8.1     12.7      21.6        9.0     13.7      11.7      10.5      17.8     10.5      10.0
Queue Delay                       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 Delay                      14.7       21.4        8.1     12.7      21.6        9.0     13.7      11.7      10.5      17.8     10.5      10.0
LOS                                 B          C          A        B         C          A        B          B         B        B         B         B
Approach Delay                              13.8                          12.8                          12.3                         13.8
Approach LOS                                    B                             B                             B                            B
Queue Length 50th (m)            19.0       13.5       0.0     11.7         9.9      0.0        3.4       0.5      0.0     13.0        0.5      0.0
Queue Length 95th (m)            34.6       25.5      20.4     22.6       19.8      21.1        9.0       9.8      9.2     26.5      18.0      17.3
Internal Link Dist (m)                     189.3                         237.5                          88.1                        368.3
Turn Bay Length (m)              50.0                 30.0     50.0                 30.0       50.0               30.0     50.0                30.0
Base Capacity (vph)               917      2186      1149       825       2119     1129         717      445       443      651       549       553
Starvation Cap Reductn              0          0         0        0           0        0          0        0         0        0         0         0
Spillback Cap Reductn               0          0         0        0           0        0          0        0         0        0         0         0
Storage Cap Reductn                 0          0         0        0           0        0          0        0         0        0         0         0
Reduced v/c Ratio                0.62       0.13      0.40     0.45        0.10     0.41       0.14     0.13      0.13     0.55      0.37      0.37
Intersection Summary
Area Type:                   Other
Cycle Length: 85
Actuated Cycle Length: 53.9
Natural Cycle: 85
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.70
Intersection Signal Delay: 13.4                                       Intersection LOS: B
Intersection Capacity Utilization 61.0%                               ICU Level of Service B
Analysis Period (min) 15

Splits and Phases:    3: Hwy 27 & RR 1.2




                                                                                                                              Synchro 7 - Report
                                              Appendix C
                      Trip Generation Calculations




TIA | Mountain View Meadows Business Park & Residential Community   3
MMM Group Limited | April 2008 | 4465.2
                                                                                                                                                                                             4465.2




Land Use Assumptions and Associated Trips

Background full Buildout 2027
                                                                                                                               Weekday AM Peak                                 Weekday PM Peak
                                                                                                        Weekday AM Peak
                                                                                                                                                    Weekday PM Peak Trip
                                                       Lot density and area                              Trip Generation      Total    In    Out                               Total   In      Out
                                                                                                                                                     Generation Equation
  Highway side         Location         Land Use              (high)                ITE Land Use Code        Equation
                                                                                       Single Family
                                                                                     Detached Housing T = 0.70(x) + 9.43      177     44     133    Ln(T) = 0.9 Ln(x) + 0.53   236     148      87
                   SE10 33-1-5        Residential               240            240       (ITE 210)
North of Highway
                                                                                       Single Family
                                                                                     Detached Housing T = 0.70(x) + 9.43      177     44     133    Ln(T) = 0.9 Ln(x) + 0.53   236     148      87
                   SW11 33-1-5        Residential               240            240       (ITE 210)
                                                                                 Total North of Highway                       355     89     266                               471     297     174
                                    Entranceway
                                    (mix of
                                                                                                         1.43/1000 square
                   1/2 NE34 32-1-5 commercial,                                                                                583     490    93    1.29/1000 square feet GFA   526     121     405
                                                                                                             feet GFA
                   and 1/2 NW35 32- business,          136 acres or 408,000        Business Park (ITE
                   1-5              institutional)         sqft of GFA         408          770)
                                                                                       Single Family
South of Highway
                                    Mixed Use                                       Detached Housing     T = 0.70(x) + 9.43    93     23     70     Ln(T) = 0.9 Ln(x) + 0.53   126     80       47
                   1/2 NE34 32-1-5 (residential or     120 lots and 68 acres   120       (ITE 210)
                   and 1/2 NW35 32- business            of business park or        Business Park (ITE    1.43/1000 square
                                                                                                                              292     245    47
                   1-5              park)               204,000 sqft of GFA    204          770)             feet GFA                              1.29/1000 square feet GFA   263     61      203
                                                       136 acres or 408,000        Business Park (ITE    1.43/1000 square
                   NE35 32-1-5        Business              sqft of GFA        408          770)                              583     490    93    1.29/1000 square feet GFA    526    121      405
                                                                                                             feet GFA
                                                                                Total South of Highway                        1552    1249   303                               1442    382     1060

Assumptions
3000 square feet of gross floor area per acre assumed for the Business and Commercial areas
15% of land reserved for roads and infrastructure




  C Trip Generation 20 year horizon year 2027 North South, background
Mountain View Meadows Business Park and Residential Community
                                                                                                                                                                 Weekday AM Peak                                Weekday PM Peak Trip
                                                                                                                                                                  Trip Generation                                   Generation

                                                                            Land     Building                                              Weekday AM Peak
                                                                                                                                                                                     Weekday PM Peak Trip
                                                    Lot density and       Occupied Size or unit    Unit of                                  Trip Generation     Total    In    Out                              Total    In    Out
                                                                                                                                                                                      Generation Equation
  Highway side         Location      Land Use        Facility Type         (acres) of Measure     Measure        ITE Land Use Code              Equation
                                                                                                               Single Family Detached
                                                                                                                                           T = 0.70(x) + 9.43   144     36     108   Ln(T) = 0.9 Ln(x) + 0.53    193    121     71
                   NW2 33-1-5        Residential          192               125                     Units         Housing (ITE 210)
                                                                                                               Single Family Detached
                                                                                                                                           T = 0.70(x) + 9.43    79     20     59    Ln(T) = 0.9 Ln(x) + 0.53    106    67      39
                   2/3 SW2 33-1-5    Residential           99                79                     Units         Housing (ITE 210)
                                                                                                               Single Family Detached
                   2/3 SE3 33-1-15                                                                                                         T = 0.70(x) + 9.43    98     25     74    Ln(T) = 0.9 Ln(x) + 0.53    133    84      49
                                     Residential          127                88                     Units         Housing (ITE 210)
                                                                                                   Square                                 0.84/1000 square                            0.86/1000 square feet
                                                                                                                                                                161     132    29                                165    35     130
                                     Industrial         54 acres             54      192,000        Feet      Industrial Park (ITE 130)       feet GFA                                        GFA
                                                     Big Box (2 x 5                                Square       Home Improvement        1.2/1000 square feet                          2.45/1000 square feet
                                                                                                                                                                129     70     59                                264    124    140
                                                         acres)              10      107,600        Feet        Superstore (ITE 862)            GFA                                           GFA
                                                    Car Dealerships
                                                                                                                                             0.67/employee       40     18     23        0.96/employee           58     28      30
                                                       (20 acres)            20         60        employees New Car Sales (ITE 841)
                                                    Motel (3 acres)          3          60          units        Motel (ITE 320)               0.45/room         27     10     17          0.47/room             28     15      13
                                                                                                            Gasoline/Service Station
                                                                                                   Fueling  with Convenience Market        10.64/fueling pump    85     43     42      13.33/fueling pump        107    53      53
North of Highway
                                               Gas Bar (2 acres)             4           8          Pump    and Car Wash (ITE 946)
                                                Restaurant (2.5                                    Square   High Turnover Sit Down         11.52/1000 square                         10.92/1000 square feet
                   1/3 SE3 33-1-15,                                                                                                                              46      24    22                                44     27      17
                                                    acres)                  2.5        4,000        Feet       Restarant (ITE 932)             feet GFA                                      GFA
                   1/3 SW2 33-1-15
                                     Highway      Fast Food
                   and SE2 33-1-15                                                                                                         53.11/1000square                          34.64/1000 square feet
                                    Commercial    Restaurant                                       Square      Fast Food with Drive-                            212     108    104                               139    72      67
                                                                                                                                               feet GFA                                      GFA
                                                  (2.5 acres)               2.5        4,000        Feet     Through window (ITE 934)
                                                 Manufactured
                                                                                                                                           0.84/1000 square                           0.86/1000 square feet
                                               Homes Sales Site                                    Square                                                        5       4      1                                 5      1      4
                                                                                                                                               feet GFA                                       GFA
                                                  (10 acres)                 5         6,000        Feet      Industrial Park (ITE 130)
                                               Commercial Farm
                                                                                                                                           0.84/1000 square                           0.86/1000 square feet
                                               Equipment Sales                                     Square                                                        8       7      2                                 9      2      7
                                                                                                                                               feet GFA                                       GFA
                                                Site (10 acres)              10       10,000        Feet      Industrial Park (ITE 130)
                                                  Undefined
                                               Commercial (148                                     Square                                  1.43/1000 square
                                                                                                                                                                635     533    102    1.29/1000 square feet      573    132    441
                                                     acres)                 148      444,000        Feet      Business Park (ITE 770)          feet GFA
                                                                      *     551                                                   Total                         1670    1030   641                              1822    760    1062

                                                                                                    Total Full Buildout North of Highway                        2039    1122   917                              2313    1069   1243
                                                                                                    Total Full Buildout South of Highway                        1552    1249   303                              1442     382   1060
* Assumed 15% of land reserved for road right of way and infrastructure
Mountain View Meadows Business Park and Residential Community
                                                                                                                                                                 Weekday AM Peak                                Weekday PM Peak Trip
                                                                                                                                                                  Trip Generation                                   Generation

                                                                            Land     Building                                              Weekday AM Peak
                                                                                                                                                                                     Weekday PM Peak Trip
                                                    Lot density and       Occupied Size or unit    Unit of                                  Trip Generation     Total    In    Out                              Total    In    Out
                                                                                                                                                                                      Generation Equation
  Highway side         Location      Land Use        Facility Type         (acres) of Measure     Measure        ITE Land Use Code              Equation
                                                                                                               Single Family Detached
                                                                                                                                           T = 0.70(x) + 9.43   144     36     108   Ln(T) = 0.9 Ln(x) + 0.53    193    121     71
                   NW2 33-1-5        Residential          192               125                     Units         Housing (ITE 210)
                                                                                                               Single Family Detached
                                                                                                                                           T = 0.70(x) + 9.43    79     20     59    Ln(T) = 0.9 Ln(x) + 0.53    106    67      39
                   2/3 SW2 33-1-5    Residential           99                79                     Units         Housing (ITE 210)
                                                                                                               Single Family Detached
                   2/3 SE3 33-1-15                                                                                                         T = 0.70(x) + 9.43    98     25     74    Ln(T) = 0.9 Ln(x) + 0.53    133    84      49
                                     Residential          127                88                     Units         Housing (ITE 210)
                                                                                                   Square                                 0.84/1000 square                            0.86/1000 square feet
                                                                                                                                                                161     132    29                                165    35     130
                                     Industrial         54 acres             54      192,000        Feet      Industrial Park (ITE 130)       feet GFA                                        GFA
                                                     Big Box (2 x 5                                Square       Home Improvement        1.2/1000 square feet                          2.45/1000 square feet
                                                                                                                                                                129     70     59                                264    124    140
                                                         acres)              10      107,600        Feet        Superstore (ITE 862)            GFA                                           GFA
                                                    Car Dealerships
                                                                                                                                             0.67/employee       40     18     23        0.96/employee           58     28      30
                                                       (20 acres)            20         60        employees New Car Sales (ITE 841)
                                                    Motel (3 acres)          3          60          units        Motel (ITE 320)               0.45/room         27     10     17          0.47/room             28     15      13
                                                                                                            Gasoline/Service Station
                                                                                                   Fueling  with Convenience Market        10.64/fueling pump    85     43     42      13.33/fueling pump        107    53      53
North of Highway
                                               Gas Bar (2 acres)             4           8          Pump    and Car Wash (ITE 946)
                                                Restaurant (2.5                                    Square   High Turnover Sit Down         11.52/1000 square                         10.92/1000 square feet
                   1/3 SE3 33-1-15,                                                                                                                              46      24    22                                44     27      17
                                                    acres)                  2.5        4,000        Feet       Restarant (ITE 932)             feet GFA                                      GFA
                   1/3 SW2 33-1-15
                                     Highway      Fast Food
                   and SE2 33-1-15                                                                                                         53.11/1000square                          34.64/1000 square feet
                                    Commercial    Restaurant                                       Square      Fast Food with Drive-                            212     108    104                               139    72      67
                                                                                                                                               feet GFA                                      GFA
                                                  (2.5 acres)               2.5        4,000        Feet     Through window (ITE 934)
                                                 Manufactured
                                                                                                                                           0.84/1000 square                           0.86/1000 square feet
                                               Homes Sales Site                                    Square                                                        5       4      1                                 5      1      4
                                                                                                                                               feet GFA                                       GFA
                                                  (10 acres)                 5         6,000        Feet      Industrial Park (ITE 130)
                                               Commercial Farm
                                                                                                                                           0.84/1000 square                           0.86/1000 square feet
                                               Equipment Sales                                     Square                                                        8       7      2                                 9      2      7
                                                                                                                                               feet GFA                                       GFA
                                                Site (10 acres)              10       10,000        Feet      Industrial Park (ITE 130)
                                                  Undefined
                                               Commercial (148                                     Square                                  1.43/1000 square
                                                                                                                                                                635     533    102    1.29/1000 square feet      573    132    441
                                                     acres)                 148      444,000        Feet      Business Park (ITE 770)          feet GFA
                                                                      *     551                                                   Total                         1670    1030   641                              1822    760    1062

                                                                                                    Total Full Buildout North of Highway                        2039    1122   917                              2313    1069   1243
                                                                                                    Total Full Buildout South of Highway                        1552    1249   303                              1442     382   1060
* Assumed 15% of land reserved for road right of way and infrastructure
                                                                                                                                                                                            4465.2




Land Use Assumptions and Associated Trips

Background partial Buildout 2017
                                                                                                                               Weekday AM Peak                                Weekday PM Peak
                                                                                                        Weekday AM Peak
                                                                                                                                                   Weekday PM Peak Trip
                                                        Lot density and area                             Trip Generation      Total   In    Out                               Total   In      Out
                                                                                                                                                    Generation Equation
  Highway side          Location         Land Use              (high)               ITE Land Use Code        Equation
                                                                                       Single Family
                                                                                     Detached Housing T = 0.70(x) + 9.43      127     32    95     Ln(T) = 0.9 Ln(x) + 0.53   171     108      63
                   SE10 33-1-5        Residential                240           168       (ITE 210)
North of Highway
                                                                                       Single Family
                                                                                     Detached Housing T = 0.70(x) + 9.43      127     32    95     Ln(T) = 0.9 Ln(x) + 0.53   171     108      63
                   SW11 33-1-5        Residential                240           168       (ITE 210)
                                                                                 Total North of Highway                       254     64    191                               342     215     127
                                    Entranceway
                                    (mix of
                                                                                                         1.43/1000 square
                   1/2 NE34 32-1-5 commercial,                                                                                408     343   65    1.29/1000 square feet GFA   368     85      284
                                                                                                             feet GFA
                   and 1/2 NW35 32- business,          136 acres or 408,000        Business Park (ITE
                   1-5              institutional)         sqft of GFA         286          770)
                                                                                       Single Family
South of Highway
                                    Mixed Use                                       Detached Housing     T = 0.70(x) + 9.43    68     17    51     Ln(T) = 0.9 Ln(x) + 0.53    92     58       34
                   1/2 NE34 32-1-5 (residential or     120 lots and 68 acres   84        (ITE 210)
                   and 1/2 NW35 32- business            of business park or        Business Park (ITE    1.43/1000 square
                                                                                                                              204     172   33
                   1-5              park)               204,000 sqft of GFA    143          770)             feet GFA                             1.29/1000 square feet GFA   184     42      142
                                                       136 acres or 408,000        Business Park (ITE    1.43/1000 square
                   NE35 32-1-5        Business              sqft of GFA        286          770)                              408     343   65    1.29/1000 square feet GFA    368     85     284
                                                                                                             feet GFA
                                                                                Total South of Highway                        1089    875   215                               1013    270     743

Assumptions
3000 square feet of gross floor area per acre assumed for the Business and Commercial areas
15% of land reserved for roads and infrastructure
assuming 10% of full build out                  70%




  C Trip Generation build out year 2017 Northsouth, background
Mountain View Meadows Business Park and Residential Community
                                                                                                                                                                Weekday AM Peak                                Weekday PM Peak Trip
                                                                                                                                                                 Trip Generation                                   Generation

                                                                             Land     Building                                            Weekday AM Peak
                                                                                                                                                                                    Weekday PM Peak Trip
                                                     Lot density and       Occupied Size or unit    Unit of                                Trip Generation     Total    In    Out                              Total    In    Out
                                                                                                                                                                                     Generation Equation
  Highway side         Location      Land Use         Facility Type         (acres) of Measure     Measure       ITE Land Use Code            Equation
                                                                                                               Single Family Detached
                                                                                                                                          T = 0.70(x) + 9.43   144     36     108   Ln(T) = 0.9 Ln(x) + 0.53    193    121     71
                   NW2 33-1-5        Residential          192                125                     Units        Housing (ITE 210)
                                                                                                               Single Family Detached
                                                                                                                                          T = 0.70(x) + 9.43    79     20     59    Ln(T) = 0.9 Ln(x) + 0.53    106    67      39
                   2/3 SW2 33-1-5    Residential           99                 79                     Units        Housing (ITE 210)
                                                                                                               Single Family Detached
                   2/3 SE3 33-1-15                                                                                                        T = 0.70(x) + 9.43    98     25     74    Ln(T) = 0.9 Ln(x) + 0.53    133    84      49
                                     Residential          127                 88                     Units        Housing (ITE 210)
                                                                                                    Square                                0.84/1000 square                           0.86/1000 square feet
                                                                                                                                                               161     132    29                                165    35     130
                                     Industrial         54 acres              54      192,000        Feet     Industrial Park (ITE 130)       feet GFA                                       GFA
                                                     Big Box (2 x 5                                 Square      Home Improvement        1.2/1000 square feet                         2.45/1000 square feet
                                                                                                                                                               129     70     59                                264    124    140
                                                         acres)               10      107,600        Feet       Superstore (ITE 862)            GFA                                          GFA
                                                    Car Dealerships
                                                                                                                                            0.67/employee       40     18     23        0.96/employee           58     28      30
                                                       (20 acres)             20         60        employees New Car Sales (ITE 841)
                                                    Motel (3 acres)            3         60          units        Motel (ITE 320)             0.45/room         27     10     17          0.47/room             28     15      13
                                                                                                             Gasoline/Service Station
                                                                                                    Fueling  with Convenience Market      10.64/fueling pump    85     43     42      13.33/fueling pump        107    53      53
North of Highway
                                               Gas Bar (2 acres)              4           8          Pump    and Car Wash (ITE 946)
                                                Restaurant (2.5                                     Square   High Turnover Sit Down       11.52/1000 square                         10.92/1000 square feet
                   1/3 SE3 33-1-15,                                                                                                                             46     24     22                                44     27      17
                                                     acres)                  2.5        4,000        Feet       Restarant (ITE 932)           feet GFA                                      GFA
                   1/3 SW2 33-1-15
                                     Highway      Fast Food
                   and SE2 33-1-15                                                                                                        53.11/1000square                          34.64/1000 square feet
                                    Commercial    Restaurant                                        Square      Fast Food with Drive-                          212     108    104                               139    72      67
                                                                                                                                              feet GFA                                      GFA
                                                  (2.5 acres)                2.5        4,000        Feet     Through window (ITE 934)
                                                 Manufactured
                                                                                                                                          0.84/1000 square                           0.86/1000 square feet
                                               Homes Sales Site                                     Square                                                      5       4      1                                 5      1      4
                                                                                                                                              feet GFA                                       GFA
                                                  (10 acres)                  5         6,000        Feet     Industrial Park (ITE 130)
                                               Commercial Farm
                                                                                                                                          0.84/1000 square                           0.86/1000 square feet
                                               Equipment Sales                                      Square                                                      8       7      2                                 9      2      7
                                                                                                                                              feet GFA                                       GFA
                                                Site (10 acres)               10       10,000        Feet     Industrial Park (ITE 130)
                                                  Undefined
                                               Commercial (148                                      Square                                1.43/1000 square
                                                                                                                                                               635     533    102    1.29/1000 square feet      573    132    441
                                                     acres)                  148      444,000        Feet     Business Park (ITE 770)         feet GFA
                                                                       *     551                                                  Total                        1670    1030   641                              1822    760    1062

                                                                 Total Full Buildout North of Highway except back ground which is 70%                          1939    1097   842                              2183    988    1195
                                                                                                   Total 70% Buildout South of Highway                         1089     875   215                              1013    270     743
* Assumed 15% of land reserved for road right of way and infrastructure
                                                                                                                                                                                           4465.2




Land Use Assumptions and Associated Trips

Background partial Buildout 2009
                                                                                                                               Weekday AM Peak                                Weekday PM Peak
                                                                                                      Weekday AM Peak
                                                                                                                                                   Weekday PM Peak Trip
                                                       Lot density and area                            Trip Generation        Total   In    Out                               Total   In     Out
                                                                                                                                                    Generation Equation
  Highway side         Location         Land Use              (high)              ITE Land Use Code        Equation
                                                                                     Single Family
                                                                                   Detached Housing T = 0.70(x) + 9.43         26     7     20     Ln(T) = 0.9 Ln(x) + 0.53    30     19      11
                   SE10 33-1-5       Residential               240            24       (ITE 210)
North of Highway
                                                                                     Single Family
                                                                                   Detached Housing T = 0.70(x) + 9.43         26     7     20     Ln(T) = 0.9 Ln(x) + 0.53    30     19      11
                   SW11 33-1-5       Residential               240            24       (ITE 210)
                                                                               Total North of Highway                          52     13    39                                 59     37      22
                                    Entranceway
                                    (mix of
                                                                                                         1.43/1000 square
                   1/2 NE34 32-1-5 commercial,                                                                                 58     49     9    1.29/1000 square feet GFA    53     12      41
                                                                                                             feet GFA
                   and 1/2 NW35 32- business,         136 acres or 408,000         Business Park (ITE
                   1-5              institutional)        sqft of GFA         40.8          770)
                                                                                       Single Family
South of Highway
                                    Mixed Use                                       Detached Housing     T = 0.70(x) + 9.43    18     4     13     Ln(T) = 0.9 Ln(x) + 0.53    16     10       6
                   1/2 NE34 32-1-5 (residential or    120 lots and 68 acres    12        (ITE 210)
                   and 1/2 NW35 32- business           of business park or         Business Park (ITE    1.43/1000 square
                                                                                                                               29     25     5
                   1-5              park)              204,000 sqft of GFA    20.4          770)             feet GFA                             1.29/1000 square feet GFA    26     6       20
                                                      136 acres or 408,000         Business Park (ITE    1.43/1000 square
                   NE35 32-1-5       Business              sqft of GFA        40.8          770)                               58     49     9    1.29/1000 square feet GFA   53      12     41
                                                                                                             feet GFA
                                                                                Total South of Highway                        164     127   37                                147     40     107

Assumptions
3000 square feet of gross floor area per acre assumed for the Business and Commercial areas
15% of land reserved for roads and infrastructure
assuming 10% of full build out                  10%




  C Trip Generation dev year 2009 Northsouth, background
Mountain View Meadows Business Park and Residential Community
                                                                                                                                                               Weekday AM Peak                               Weekday PM Peak Trip
                                                                                                                                                                Trip Generation                                  Generation

                                                                            Land     Building                                            Weekday AM Peak
                                                                                                                                                                                  Weekday PM Peak Trip
                                                    Lot density and       Occupied Size or unit    Unit of                                Trip Generation     Total   In    Out                              Total    In    Out
                                                                                                                                                                                   Generation Equation
  Highway side         Location      Land Use        Facility Type         (acres) of Measure     Measure       ITE Land Use Code            Equation
                                                                                                              Single Family Detached
                                                                                                                                         T = 0.70(x) + 9.43    25      6    19    Ln(T) = 0.9 Ln(x) + 0.53    27     17      10
                   NW2 33-1-5        Residential           22               125                     Units        Housing (ITE 210)
                                                                                                              Single Family Detached
                                                                                                                                         T = 0.70(x) + 9.43    17      4    13    Ln(T) = 0.9 Ln(x) + 0.53    15      9      5
                   2/3 SW2 33-1-5    Residential           11                79                     Units        Housing (ITE 210)
                                                                                                              Single Family Detached
                   2/3 SE3 33-1-W5                                                                                                       T = 0.70(x) + 9.43    20      5    15    Ln(T) = 0.9 Ln(x) + 0.53    19     12      7
                                     Residential           15                88                     Units        Housing (ITE 210)
                                                                                                   Square                                0.84/1000 square                          0.86/1000 square feet
                                                                                                                                                               18     15     3                                18      4      15
                                     Industrial         54 acres             54       21,350        Feet     Industrial Park (ITE 130)       feet GFA                                      GFA
                                                     Big Box (2 x 5                                Square      Home Improvement        1.2/1000 square feet                        2.45/1000 square feet
                                                                                                                                                               14      8     7                                29     14      16
                                                         acres)              10       11,950        Feet       Superstore (ITE 862)            GFA                                         GFA
                                                    Car Dealerships
                                                                                                                                           0.67/employee       13      6     8        0.96/employee           19      9      10
                                                       (20 acres)            20         20        employees New Car Sales (ITE 841)
                                                    Motel (3 acres)          3          0           units        Motel (ITE 320)             0.45/room         0       0     0          0.47/room              0      0      0
                                                                                                            Gasoline/Service Station
                                                                                                   Fueling  with Convenience Market      10.64/fueling pump    0       0     0      13.33/fueling pump         0      0      0
North of Highway
                                              Gas Bar (2 acres)              4           0          Pump    and Car Wash (ITE 946)
                    1/3 SE3 33-1-              Restaurant (2.5                                     Square   High Turnover Sit Down       11.52/1000 square                        10.92/1000 square feet
                                                                                                                                                               0       0     0                                 0      0      0
                   W5, 1/3 SW2 33-                 acres)                   2.5          0          Feet       Restarant (ITE 932)           feet GFA                                     GFA
                    1-W5 and SE2    Highway      Fast Food
                                                                                                                                         53.11/1000square                         34.64/1000 square feet
                       33-1-W5     Commercial    Restaurant                                        Square      Fast Food with Drive-                          106     54    52                                69      36     33
                                                                                                                                             feet GFA                                     GFA
                                                 (2.5 acres)                2.5        2,000        Feet     Through window (ITE 934)
                                                Manufactured
                                                                                                                                         0.84/1000 square                          0.86/1000 square feet
                                              Homes Sales Site                                     Square                                                      0       0     0                                 0      0      0
                                                                                                                                             feet GFA                                      GFA
                                                 (10 acres)                  5           0          Feet     Industrial Park (ITE 130)
                                              Commercial Farm
                                                                                                                                         0.84/1000 square                          0.86/1000 square feet
                                              Equipment Sales                                      Square                                                      2       1     0                                 2      0      1
                                                                                                                                             feet GFA                                      GFA
                                               Site (10 acres)               10        2,000        Feet     Industrial Park (ITE 130)
                                                 Undefined
                                              Commercial (148                                      Square                                1.43/1000 square
                                                                                                                                                               71     59    11     1.29/1000 square feet      64     15      49
                                                   acres)                   148       49,333        Feet     Business Park (ITE 770)         feet GFA
                                                                      *     551                                                  Total                        286     159   127                               263    117    146

                                                                                        Total dev year(2009) Buildout North of Highway                        339     172   167                               324    155    169
                                                                                           Total 10% Buildout(2009) South of Highway                          164     127   37                                147     40    107
* Assumed 15% of land reserved for road right of way and infrastructure
                                              Appendix D
                 Warrants Calculations (Signal &
                          Illumination)




TIA | Mountain View Meadows Business Park & Residential Community   4
MMM Group Limited | April 2008 | 4465.2
This spreadsheet is to be used in conjunction with Illumination of Isolated Rural Intersections , Transportation Association of Canada, February 2001.
Please enter information in the cells with yellow background

INTERSECTION CHARACTERISTICS                                                                  Date     JANUARAY 30,2008
Highway 27                                                            Main Road               Other    Survey
Range Road 1.2                                                        Minor Road
Olds Alberta                                                          City/Town

GEOMETRIC FACTORS
                                                                         Value       Rating   Weight                               Comments                                Check                  Score
Channelization Rating                                                  Descriptive     4               Refer to Table 1(A) to determine rating value                        OK
Presence of raised channelization? ( Y / N )                               n                                                                                                OK
Highest operating speed on raised, channelized approach (km/h)            60                     5                                                                          OK
Channelization Factor                                                                                                                                                       OK                       20

Approach Sight Distance on most constrained approach (%)                   30          3        10     Relative to the recommended minimum sight distance                   OK                       30

Posted Speed limit (in 10's of km/h)                                       60                                                                                               OK
Radius of Horizontal Curve (m)                                             0                           Enter "T" for tangent (no horizontal curve at the intersection)      OK
                                            Posted Speed Category =                    0
                                            Posted Speed Category =                    0
                                            Posted Speed Category =                    0
                                            Posted Speed Category =        D           4
Horizontal Curvature Factor                                                            4         5                                                                          OK                       20

Angle of Intersection (10's of Degrees)                                    90          0         5                                                                          OK                        0

Downhill Approach Grade (x.x%)                                             0.0         0         3     Rounded to nearest tenth of a percent                                OK                        0

Number of Intersection Legs                                                4           2         3     Number of legs = 3 or more                                           OK                        6

                                                                                                                                                       Geometric Factors Subtotal                    76

OPERATIONAL FACTORS
Is the intersection signalized ? ( Y/ N )                                  n                           Calculate the Signalization Warrant Factor

AADT on Major Road (2-way)                                               6000          4        10                                                                          OK                       40
                                                                                                       Either Use the two AADT inputs OR the Descriptive Signalization
AADT on Minor Road (2-way)                                               1710          3        20                                                                          OK                       60
                                                                                                       Warrant (Unused values should be set to Zero) Refer to Table
Signalization Warrant                                                 Descriptive      0        30                                                                          OK                        0
                                                                                                       1(B) for description and rating values for signalization warrant.
                                                                                                                                                                                         OK

Night-Time Hourly Pedestrian Volume                                        0           0        10     Refer to Table 1(B), note #2, to account for children and seniors    OK                        0

Intersecting Roadway Classification                                   Descriptive      4         5     Refer to Table 1(B) for ratings.                                     OK                       20

Operating Speed or Posted Speed on Major Road (km/h)                      100          4         5     Refer to Table 1(B), note #3                                         OK                       20

Operating Speed on Minor Road (km/h)                                       60          1         5     Refer to Table 1(B), note #3                                         OK                        5

                                                                                                                                                    Operational Factors Subtotal                    145

ENVIRONMENTAL FACTOR
Lighted Developments within 150 m radius of intersection                   0           0         5     Maximum of 4 quadrants                                               OK                        0

                                                                                                                                                  Environmental Factor Subtotal                       0

COLLISION HISTORY
Average Annual night-time collision frequency due to
                                                                           0.0         0         0
inadequate lighting (collisions/yr, rounded to nearest whole # )                                       Enter either the annual frequency (See Table 1(C), note #4)          OK                        0
OR                                                                                                     OR the number of collisions / MEV
Collision Rate over last 3 years, due to inadequate lighting (/MEV)        0           0         0     (Unused values should be set to Zero)                                OK                        0
Is the average ratio of all night to day collisions >= 1.5 (Y/N)           y           4                                                                                    OK
                                                                                                                                                                                         OK

                                                                                                                                                        Collision History Subtotal                    0




                            Check Intersection Signalization:                                                                                            SUMMARY
                             Intersection is not Signalized                                                                             Geometric Factors Subtotal                       76
                                                                                                                                        Operational Factor Subtotal                     145
                                                                                                                                      Environmental Factor Subtotal                      0
                 ILLUMINATION WARRANTED                                                                                                    Collision History Subtotal                    0
DELINEATION LIGHTING TO ILLUMINATE PEDESTRIANS OR CROSS
                     STREET TRAFFIC                                                                                                                     TOTAL POINTS                    221

                                                                                                                                                                                                  template copyright
                                                                                                                                                                           Transportation Association of Canada 2001
                                              Appendix E
                                                    Phasing




TIA | Mountain View Meadows Business Park & Residential Community   5
MMM Group Limited | April 2008 | 4465.2
                                                                                                                                                                                                                         4465.2




Mountain View Meadows Business Park and Residential Community - Phasing Schedule


                                                                                                                                                                                     Year
                                                                        Land     Building
                                                    Lot density and   Occupied Size or unit    Unit of
 Highway side          Location       Land Use       Facility Type     (acres) of Measure     Measure       ITE Land Use Code        2009        2010        2011        2012        2013        2014        2015         2016         2017
                                                                                                          Single Family Detached
                   NW2 33-1-5         Residential        192            125                     Units        Housing (ITE 210)              22          22          22          21          21          21          21            21          21
                                                                                                          Single Family Detached
                   2/3 SW2 33-1-5     Residential         99             79                     Units        Housing (ITE 210)              11          11          11          11          11          11          11            11          11
                                                                                                          Single Family Detached
                   2/3 SE3 33-1-15
                                      Residential        127             88                     Units        Housing (ITE 210)              15          14          14          14          14          14          14            14          14
                                                                                               Square
                                      Industrial        54 acres         54      192,000        Feet     Industrial Park (ITE 130)    21350       21350       21350       21350       21350       21350       21350        21350        21200
                                                     Big Box (2 x 5                            Square      Home Improvement
                                                         acres)          10      107,600        Feet       Superstore (ITE 862)       11950       11950       11950       11950       11950       11950       11950        11950        12000
                                                    Car Dealerships
                                                       (20 acres)        20         60        employees New Car Sales (ITE 841)             20          0           20          0           20          0           0             0           0
                                                    Motel (3 acres)      3          60          units        Motel (ITE 320)                 0          0           60          0            0          0           0             0           0
                                                                                                        Gasoline/Service Station
                                                                                               Fueling  with Convenience Market
North of Highway
                                                 Gas Bar (2 acres)       4           8          Pump    and Car Wash (ITE 946)              0           0           8           0           0           0           0             0           0
                                                  Restaurant (2.5                              Square   High Turnover Sit Down
                   1/3 SE3 33-1-15,
                                                      acres)            2.5        4,000        Feet      Restaurant (ITE 932)              0      2000             0           0      2000             0           0             0           0
                   1/3 SW2 33-1-15
                                       Highway      Fast Food
                   and SE2 33-1-15
                                      Commercial    Restaurant                                 Square      Fast Food with Drive-
                                                    (2.5 acres)         2.5        4,000        Feet     Through window (ITE 934)      2000             0           0      2000             0           0           0             0           0
                                                   Manufactured
                                                 Homes Sales Site                              Square
                                                    (10 acres)           5         6,000        Feet     Industrial Park (ITE 130)          0           0           0           0      2000             0      2000               0      2000
                                                 Commercial Farm
                                                 Equipment Sales                               Square
                                                  Site (10 acres)        10       10,000        Feet     Industrial Park (ITE 130)     2000             0      2000             0      2000             0      2000               0      2000
                                                    Undefined
                                                 Commercial (148                               Square
                                                      acres)            148      888,000        Feet     Business Park (ITE 770)      98650       98650       98650       98650       98650       98650       98650        98650        98800
                                                                  *     551                                                 Total




            E Estimated Phasing of Development, development
                                              Appendix F
              Mountain View County Standards




TIA | Mountain View Meadows Business Park & Residential Community   6
MMM Group Limited | April 2008 | 4465.2

				
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