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Traffic Impact Assessment 25 FEBRUARY 2019 Yeoville, Revelation Church of God (RCG) www.koleko.co.za REPORT

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Traffic Impact Assessment

25 FEBRUARY 2019

Yeoville, Revelation Church of God (RCG)

www.koleko.co.za

REPORT

Quality Management

Project Name K0133 – Yeoville, RCG Traffic Impact Assessment (TIA)

Date of Issue 26 February 2019

Project No. K0133

Version DRAFT

Prepared by: Hlulani J. Mathebula (BSc Eng. Civil)

Reviewed by: Elias Kabinde (PrTechEng) Transport Planning

Client: Revelation Church of GOD

Consultant:

Tel: 010 205 9294 Building 16, Woodlands Office Park Fax: 086 679 3575 20 Woodlands Drive, 2091 Email: [email protected] Woodmead, Johannesburg Web: www.koleko.co.za South Africa

TRAFFIC IMPACT STUDY

YEOVILLE, RCG

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K0133- Yeoville, RCG TIA

Contents

1.  Introduction 1 

2.  Background 2 

3.  Purpose of the Assessment and the Scope of Work 2 

4.  Development Location and Land Use 3 

5.  Existing Surrounding Road Network 4 

6.  Future Road Network 10 

7.  Access Arrangements 11 

8.  Peak Hours Analyses 11 

9.  Development Trip Generation 12 

10.  Trip Distribution and Trip Assignment 13 

11.  Analyses Scenarios and Analysis Parameters 13 

12.  Traffic Impact and Capacity Analyses 16 

13.  Proposed Upgrades 17 

14.  Public Transport and Non-Motorised Transport (NMT) 18 

15.  Parking 19 

16.  SDP 19 

17.  Conclusion 19 

18.  Recommendations 20 

TRAFFIC IMPACT STUDY

YEOVILLE, RCG

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K0133- Yeoville, RCG TIA

List of Annexures

Annexure A: Site Layout ...................................................................................................................... 22 

Annexure B: Locality Map and Study Area ........................................................................................... 23 

Annexure C: Provincial (GPDRT) Road Network (K133) ..................................................................... 24 

Annexure D: Proposed Access Plan .................................................................................................... 25 

Annexure E: Traffic Flow Diagrams & Overall Intersection, Capacity Analysis Results ....................... 26 

Annexure F: Trip Generation Tables ................................................................................................... 27 

Annexure G: Detailed Capacity Analysis Results ................................................................................ 28 

Annexure H: Proposed, Functionality Upgrades .................................................................................. 29 

TRAFFIC IMPACT ASSESSMENT YEOVILLE, RCG

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K0133- Yeoville, RCG TIA

Yeoville, RCG

Traffic Impact Assessment

Description Reference

1. Introduction

The Revelation Church of GOD (RCG) is planning to

construct a church building to serve as a place of worship for

its membership. The proposed development will be situated

on Stand 1308, Yeoville, and Stand 67, Highlands, in the City

of Johannesburg (CoJ), hereinafter referred to as ‘Site’.

The client had planned to accommodate about 20’000

people within the development. However, initial discussions

between Koleko as the traffic engineer and the Architect

(Shabangu Architects) show that no more than 10’000

people can be accommodate within the yet to be

conceptualised building structure. This is based on aspects

such as the permissible building coverage, parking provision,

and the site topography. Therefore, the Traffic Impact

Assessment (TIA) is based on the absolute maximum of

10’000 people.

The site development plan (SDP) is yet to be drafted. The

site is shown on the layout in Annexure A.

Koleko Solutions (Pty) Ltd was appointed to conduct a traffic

impact assessment for the proposed development. This

report summarises the findings of the assessment.

Annexure A

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2. Background

The RCG church currently operates at a Synagogue near

Joubert Park in the CBD, corner of Claim Street and Smit

Street. The church operations will be relocated from this

Synagogue to the Yeoville church building. There are plans

to start operations at the Yeoville site, through use of

temporary structures, i.e. tent(s), portable toilets, etc., whilst

the permanent building and facilities is under construction.

Most people currently walk to the RCG church in the CBD

and some use the available public transport system. Few

people drive to the RCG church. The same people or

majority of the current membership/patrons are expected to

attend the church in Yeoville. Thus, the vast majority will still

walk to the church or use minibus taxis and/or the BRT

system and/or private lift clubs.

3. Purpose of the

Assessment and the

Scope of Work

The purpose of this TIA is to assess the impact of the

development traffic on the surrounding road network and to

provide traffic related recommendations and mitigation

measures where necessary in order to obtain the required

approval for the proposed land use rights.

This study was conducted following the requirements of the

TMH 16 (COTO, 2012). According to this manual, it is

required that a traffic impact assessment is undertaken for

developments that generate more than 50 vehicle trips

during the peak hour. Therefore, to comply with this

requirement, this traffic impact assessment was prepared for

the proposed RCG church.

The methodology of the traffic impact assessment consists

of traffic surveys and analysis of the road network and

intersections surrounding the proposed development.

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K0133- Yeoville, RCG TIA

4. Development

Location and Land Use

The proposed development is located on adjacent sites in

Yeoville (Erf 1308) and in Highlands (Erf 67), City of

Johannesburg (CoJ). The Site, i.e. both erven combined is

bounded by Percy street and Highlands street to the north.

Both erven are currently zoned ‘Residential 4’.

There are currently only two (one in each erf), old and

dilapidated buildings on the site that are not being used.

Figures 1 and 2, Annexure B shows the location of the

proposed development.

The zoning that will be applied for Erf 1308 is ‘Special’, for a

Public Place of Worship. Erf 67 will be zoned for parking.

This parking will be used to support the church operations on

Erf 1308, where the church building and associated

outbuildings will be situated.

The initial brief according to the RCG church administration,

the vision was to accommodate approximately 20’000

people in the church. However, discussions with the Architect

point to the likely possibility that the building that can be fitted

on Erf 1308 is most likely not going to be able to

accommodate more than 10’000 people seated. Therefore,

the TIA is based on a maximum of 10’000 seated people.

The number of parking bays that can be accommodated on

Erf 67 will be determined when the Site Development Plan

(SDP) is developed. Currently, the number of parking bays

can be estimated at 500 parking bays (5.0 m X 2.5 bays size,

with 7 m circulating space).

Table 3-1: Land Use

Use Zone No

Erf number

Land-Use

Land Use Extent

1 1308 Place of Worship

10,000 people

2 67 Parking TBC

Figures 1 and 2 in

Annexure B

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5. Existing Surrounding

Road Network

During the site visit, it was noticed that in general, the lane

markings are faded and the sidewalks are in a poor

condition.

This section briefly describes the existing roads:

Percy Street:

Percy Street is a Class 5 paved road with one lane per

direction and pedestrian sidewalks on both sides of

the road. This road is situated to the north of the site.

This road intersects with Grafton Road, Highlands

Street and Hendon Street. Figure 5- 1 below shows

an image of Percy street.

Figure 5-1: Percy Street

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Highlands street:

Highlands street is a Class 4 paved road with one

lane per direction and pedestrian sidewalks on both

side of the road. It is situated to the north of the

proposed development. This road intersects with

Percy Street and merges to Umlazi Road.

Figure 5-2: Highlands Street

Bezuidenhout Street

Bezuidenhout Street is a Class 4 paved road, with one

lane per direction and a pedestrian sidewalk on both

sides of the road. This road intersects with Durban

road and Paddock street. Bezuidenhout Street also

merges to Umlazi Street. Figure 5-3 below shows an

image of the Bezuidenhout Street/ Paddock Street

intersection. Figure 5-4 below shows an image of the

Durban Road/ Bezuidenhout Street intersection.

Figure 5-3: Bezuidenhout Street/ Paddock Street Intersection

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Figure 5-4: Durban Road/ Bezuidenhout Street Intersection

Grafton Road:

Grafton Road is a Class 5 paved road with one lane

per direction as well as pedestrian side walks on both

side of the road. This road intersects with Hendon

Street and Percy Street. Figure 5-5 below shows an

image of the Grafton Road/ Hendon Street

intersection.

Figure 5-5: Grafton Road/ Hendon Street intersection

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Hendon Street:

Hendon Street is a Class 5 paved road with one lane

per direction as well as pedestrian sidewalks on both

sides the road. This road intersects with Joe Slovo

Drive, Grafton Street and merges to Harley Street.

Figure 5-6 below shows an image of Hendon Street.

Figure 5-6: Hendon Street

Durban Road

Durban Road is a Class 4 paved road with one lane

per direction as well as pedestrian sidewalks on both

sides of the road. This road merges onto Harley Street

and intersects with Cavendish Road and

Bezuidenhout Street. Figure 5-7 below shows an

image of Durban Road.

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Figure 5-7: Durban Road

Harley Street

Harley Street is a Class 5 paved road with one lane

per direction as well as pedestrian sidewalks on both

sides of the road. The road intersects with Cavendish

Road and merges onto Durban Road. Figure 5-8

below shows an image of the Durban Road/

Cavendish Road intersection.

Figure 5-8: Durban Road/ Cavendish Road Intersection

Joe Slovo Drive

Joe Slovo Drive is a Class 2 paved road with five

lanes in the southbound direction and four lanes in the

Northbound direction. This road is divided by a

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median and there are pedestrian sidewalks on both

sides of the road. The road intersects with Hendon

Street. Figures 5-9 and 5-10 below show images of

the northbound leg and southbound leg of Joe Slovo

Drive respectively.

Figure 5-9:Northbound leg of Joe Slovo Drive

Figure 5-10:Southbound leg of Joe Slovo Drive

Fortesque Road

Forteaque Road is a Class 4 paved road with one

lane per direction as well as pedestrian sidewalks on

both sides of the road. This road intersects with

Hendon Street. This intersection is in a bad condition

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with potholes and requires maintenance. Figure 5-11

below shows an image of Fortesque road.

Figure 5-11: Fortesque Road

6. Future Road Network

Based on the currently available information, the current road

network is not expected to change in the near future.

The nearest provincial road to the site is the K133 (Joe

Sloveo Drive), which is situated approximately 120 m west

of the site.

The proposed RCG church development will not have any

direct impact on the K133 (see Annexure C) alignment or

the road reserve.

Annexure C

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7. Access

Arrangements

Existing Accesses

There is currently one access to Erf 67, Highlands. The

access is on Highlands Street. In addition, there is currently

only one access to Erf 1308, Yeoville. The access is on

South Lane.

Proposed Accesses

Four accesses to the site (i.e. the site consisting of erven 67

and 1308) are proposed. One access on Percy Street, two

accesses on Highlands Street (common intersection) and

one access on South Lane.

The access to Erf 1308 on Highlands Street is planned to be

used by mainly the delivery vehicles, refuse collection trucks

and bus pick-up and drop-offs.

Private vehicles will use all other accesses. An internal,

driving path may link accesses.

All proposed accesses will be controlled by means of a

sliding gate. There will be one inbound and one outbound

lane, at all accesses, to allow vehicles to freely drive in and

out of the development. Each lane should be 4.5 m wide.

All accesses should be designed to allow the safe and easy

manoeuvring of heavy vehicles (busses).

The proposed access arrangement is shown in Annexure D.

Annexure D

8. Peak Hours Analyses

The critical peak hour or critical traffic scenario, from a road

capacity point of view, occurs when the traffic generated by

the development is a maximum or when the highest

combination of existing street traffic and traffic generated by

the development occurs. Based on the expected trip

generation and traffic volumes on the surrounding road

network, the critical peak hours on the surrounding road

network were determined.

Figure 3- 5 Annexure E

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Description Reference

Based on the traffic counts that were carried out on

Thursday, 31 January 2019, and Sunday, 03 February 2019,

the peak hours were found to be the following:

Thursday PM peak hour: from 16:45 to 17:45;

Sunday PM peak hour: from 16:45 to 17:45.

The following intersections were surveyed:

1. Grafton Rd/ Percy St;

2. Highlands St/ Percy St;

3. Cavendish Rd/ Harley St;

4. Bezuidenhout St/ Durban Rd;

5. Grafton Rd/ Hendon St;

6. Joe Slovo Dr/ Abel Rd/ Hendon St; and

7. Fortesque Rd/ Harley St

Figure 3, Annexure E shows the intersection layouts.

Figures 4 and 5, Annexure E shows the AM and PM peak

hour traffic volumes.

9. Development Trip

Generation

The trip generation of the proposed RCG Church was

estimated based on the trip generation rates recommended

in the South African Trip Data Manual (COTO, 2012).

Availability of Public Transport

The site is well served by public transport and it is expected

that majority of the members of the RCG will travel using

public transport or NMT. Provisions will also be made on site

for parking of buses transporting the members of RCG.

Car Ownership

Considering the demographics of the areas surrounding the

church, it is expected that the members would have a very

low vehicle ownership. Therefore, trip generation adjustment

factors can be applied for very low vehicle ownership and

transit nodes and corridors.

Tables 1 & 2 Annexure F

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Traffic Impact Assessment

Description Reference

The resultant combined trip generation adjustment factor is

expected to be 83% and the resultant trip generation for the

proposed development, in vehicles per hour (vph), is

expected to be:

1. Weekday PM Peak Hour:

68 vehicle trips IN.

17 vehicle trips OUT.

2. Sunday Peak Hour:

995 vehicle trips IN.

111 vehicle trips OUT.

The expected total trip generation during the weekday and

Sunday peak hours are 85 vehicles/hour and 1’105

vehicles/hour, respectively.

The trip generation calculation summary is shown on Table

1 an Table 2 in Annexure F.

10. Trip Distribution and

Trip Assignment

The assumptions made with respect to the expected trip

distribution were based on the location of the site access in

relation to the surrounding road network, the existing traffic

volumes, travel patterns as well as the land use nature of the

proposed development.

Figures 6, 7 and 8 show the expected trip distribution and

assignment, respectively, of the proposed development.

Figures 6 - 8

Annexure E

11. Analyses Scenarios

and Analysis Parameters

The following scenarios were analysed as part of this report:

Scenario 1: 2019 Thursday PM and Sunday

Existing (only) Peak Hour Traffic volumes. This

scenario was based on the existing geometry and

intersection control. The scenario evaluated the

existing intersection operating conditions for a

Thursday PM and Sunday PM peak hour traffic for the

year 2019. The analysis results are shown in Figures

4 and 5, Annexure E.

Figures 4 - 14

Annexure E

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Scenario 2: 2019 Thursday PM and Sunday PM

Existing PLUS Development Peak Hour Traffic

volumes. This scenario was based on the existing

geometry and intersection control. The scenario

evaluated the intersection operating conditions for the

existing traffic volumes including the proposed

development for the year 2019. The analysis results

are shown in Figures 9 and 10, Annexure E.

Scenario 3: 2024 Thursday PM and Sunday PM

Background Peak Hour Traffic volumes. This

scenario was based on the existing geometry and

intersection control. The scenario evaluated the

intersection operating conditions for the 2024

background traffic. A growth rate of 1.5% per annum

was applied to the existing 2019 existing traffic

volumes to determine the 2024 traffic demand. The

analysis results are shown in Figures 11 and 12,

Annexure E.

Scenario 4: 2024 Thursday PM and Sunday PM

Total Peak Hour Traffic volumes. This scenario was

based on the existing geometry and intersection

control. The scenario evaluated the intersection

operating conditions for the 2024 background

including the proposed development traffic. A growth

rate of 1.5% per annum was applied to the existing

2019 existing traffic volumes to determine the 2024

traffic demand. The analysis results are shown in

Figure 13 and 14, Annexure E

Analyses Variables

The variables used for the assessment of the traffic impact

are obtained from the Highway Capacity Manual (HCM),

2010. The variables are as follows:

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Levels of service (LOS) at intersections: Is a measure of

intersection performance determined based on the average

delay at intersections. In most rural and urban areas, an

overall LOS of A to D is acceptable. LOS E or F is considered

undesirable. The LOS definitions based on vehicle delay and

V/C at intersections is provided in Table 12.1 and 12.2.

Table 12.1: Levels of Service for Signalized Intersections Control Delay per Vehicle in Seconds

Levels of Service V/C< 1.0

Levels of ServicV/C> 1.0

< 10 A F <10 - 20 B F <20 - 35 C F <35 - 55 D F <55 - 80 E F

< 80 F F

Table 12.2: Levels of Service for Unsignalized Intersections

Control Delay per Vehicle in Seconds

Levels of Service V/C< 1.0

Levels of ServicV/C> 1.0

< 10 A F <15 - 25 B F <20 - 35 C F <25 - 35 D F <35 - 50 E F

< 50 F F

Delay is a measure of intersection or roadway performance. It

is the measure of driver discomfort, frustration, fuel

consumption, and lost travel time. Delay at intersections

depends on various factors such as the type of signal control,

the volume of traffic and volume/capacity ratio of each

approach at an intersection

Volume / Capacity Ratio (v/c): A measure of intersection or

roadway performance. It is the ratio of a number of vehicles

on the road to the available capacity of the roadway. The

intersection capacity in the study area will be rated based on

the volume/capacity ratio. According to the National

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Department of Transport Manual for Traffic Impact Study

(2012), the intersection capacity should be evaluated as

follows:

v/c<1: the intersection operates under capacity,

v/c=1: the intersection operates at capacity,

v/c>1: the intersection operates over capacity,

Road upgrades should be investigated when the v/c ratio

exceeds 0.95.

12. Traffic Impact and

Capacity Analyses

Traffix micro-analytical network analysis tool, was used to

assess the impact at the intersections. Below is the summary

of the analysis.

Scenario 1 – 2019 weekday (Thursday) PM background

traffic.

Scenario 1: 2019 Thursday PM and Sunday Existing

Peak Hour Traffic volumes

From the capacity analysis, it was found that all intersections

that were analysed, operate at LOS D or better and under

capacity with the exception of Joe Slovo Drive/ Hendon Street

intersection during the Thursday PM peak hour.

Scenario 2: 2019 Thursday PM and Sunday Existing

+ Development Peak Hour Traffic volumes.

From the capacity analysis, it was found that all intersections

that were analysed, operate at LOS of D or better and under

capacity with the exception of Joe Slovo Drive/ Hendon Street

intersection during the Thursday PM peak hour and Grafton

Road/ Hendon Street intersection during the Sunday PM peak

hour.

Scenario 3: 2024 Thursday PM and Sunday

Background Peak Hour Traffic volumes.

Figures 4 - 14

Annexure E

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From the capacity analysis, it was found that all intersections

that were analysed, operate at LOS D or better and under

capacity with the exception of Joe Slovo Drive/ Hendon

Street intersection during the Thursday PM peak hour.

Scenario 4: 2024 Thursday PM and Sunday Total

Peak Hour Traffic volumes.

From the capacity analysis, it was found that all intersections

that were analysed, operate at LOS D or better and under

capacity with the exception of Joe Slovo Drive/ Hendon

Street intersection during the Thursday PM peak hour.

The capacity analysis results are shown in Annexure G.

Deduction from the Capacity Analysis

The traffic impact of the proposed RCG church is expected

to be minimal during the weekdays (Monday to Friday). No

capacity upgrades are required to mitigate or to

accommodate the development traffic. The existing road

network should be sufficient to accommodate the

development traffic.

On Sundays, the traffic impact of the RCG church will be

noticeable but not critical. Temporal delays may be

experienced, especially in the afternoon between 15:00 and

17:00 and generally, when the church is full.

The traffic impact of the church will be minimal to negligible

when fewer than 3’000 people are attending a service.

13. Proposed Upgrades

The following upgrades are required:

Capacity Upgrades

From a capacity perspective, no physical upgrades are

required to improve capacity. However, since it was found

that the Grafton Road/ Hendon Street intersection operated

at LOS F after the development volumes were considered, it

Annexure F

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is recommended that the RCG church deploy a traffic control

team every Sunday to this intersection to control traffic.

Furthermore, it is proposed that the RCG should fund and

implemented the following functionality upgrades:

Functionality Upgrades

Re-paint the faded road markings along Percy

Street, Highlands Street, and South Lane to facilitate

compliance with road traffic law.

Improve the condition of the sidewalks along Percy

Street, Highlands Street and South Lane since there

will be large volumes of pedestrians attracted by the

RCG.

The extent of the upgrades is shown in Annexure H.

14. Public Transport and

Non-Motorised Transport

(NMT)

According to the currently available and accessible

metrobus information, there is no metrobus service

within 500 m radius from the site.

Minibus taxis are accessible within a 300 m walking

distance.

At least two BRT stations are accessible within a 1.0 km

walking distance from the proposed RCG Church. One

station is on Charlotte Terrace Road, near Ellis Park

stadium and the other on Louis Botha Avenue, near its

intersection with Cavendish Road.

There are no Gautrain feeder bus route services in the

area.

Pedestrian sidewalks are located on all roads in the study

area. These sidewalks are generally in a poor condition. The

sidewalks along the development frontage, on Percy Street,

Highlands Street, and South Lane should be maintained or

upgraded.

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15. Parking

Parking for private vehicles should be provided as per the

City of Johannesburg Town Planning Scheme.

It is expected that some of the people that will be going to

the church will do so using shuttle busses and therefore a

pick-up and drop-off facility should be provided on-site as

well as parking for busses. It is recommended that at least 5

bus, parking bays should be provided on-site.

16. SDP

At the time of writing this TIA report, a detailed Site

Development Plan (SDP) was not available.

The following transportation facilities should be assessed

when the SDP is developed:

Parking circulations and number of parking bays.

Internal circulation (width and alignment of roads).

Drop-off/ pick-up facilities (for busses and minibuses).

Deliveries and emergency vehicle accommodation.

17. Conclusion

Based on the findings of this study, the following conclusions

are made:

The proposed development will accommodate

10,000 people (or fewer) within the church

building(s) on site.

Based on the TMH 16 trip generation approach, the

trip generation of the RCG church is expected to be

85 and 1’105 vehicles per hour during the weekday

PM and Sunday PM peak hours, respectively.

Analysis of the current (2019) and future (2024)

background traffic on the current road network

shows that all the intersections that were analysed

operate and will continue to operate at LOS D or

better during the weekday PM and Sunday PM peak

hours. The exception is Joe Slovo Drive/ Hendon

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Street intersection, which during the weekday PM

peak hour, operates at LOS F.

Analysis of the current (2019) and future (2024)

background traffic with Development traffic, on the

current road network shows that all the intersections

that were analysed operate and will continue to

operate at LOS D or better during the weekday PM

and Sunday PM peak hours. The exception is Joe

Slovo Drive/ Hendon Street intersection during the

weekday PM and the Grafton Road/ Hendon Street

intersection during the Sunday PM peak hour.

The estimated number of trips that will be added to

the Joe Slovo Drive/ Hendon Street intersection by

the RCG church is expected to be fewer than 75 vph.

18. Recommendations

In order to mitigate and/or to accommodate the propose

RCG Church development the following

recommendations are made:

To mitigate the impact of increasing the delays at the

Grafton Road / Hendon Street intersection, the RCG

should deploy traffic control team (Pointsmen) to

control the traffic at this intersection, when most of

the church traffic is expected to arrive at the church

or when leaving.

Paint road markings along Percy Street, Highlands

Street, and South Lane.

Improve the condition of the sidewalks along Percy

Street, Highlands Street, and South Lane.

Implement the access plan as detailed in this TIA.

Provide the open parking on Erf 67.

It is recommended that the proposed Yeoville RCG Church

be approved from a traffic engineering perspective.

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Annexures

TRAFFIC IMPACT STUDY YEOVILLE, RCG

Annexure A: Site Layout

SEWER NOTES:ALL WORK IN STRICT ACCORDANCE WITH SANS CODE 0400FOR CLOSED SYSTEM.

ALL UNDERGROUND PVC PIPES TO SANS 791.

ALL ABOVE GROUND PVC PIPES TO SANS 967.

ALL SEWER PIPES UNDER BUILDINGS AND ROADWAYS TOBE ENCASED IN 350mm CONCRETE.

ALL SEWER PIPES WITH LESS THAN 300mm COVER TO BEENCASED IN CONCRETE.

INSPECTION EYES TO BE BOXED AND MARKED.RODDING EYES TO HAVE 150mm CONC. COLLAR.

HEALTH DEPARTMENT NOTES:

* DUST CONTROL MEASURES TO BE TAKEN ONDEVELOPMENT* CHEMICAL TOILETS TO BE PROVIDED ON SITEBEFORE CONSTRUCTION COMMENSCES* REFUSE AREA TO BE PROVIDED WITH ACEMENT FLOOR AND SLOPE TO GULLEY* MEASURES TO BE TAKEN TO CONTROL NOISEDURING CONSTRUCTION* ALL BUILDING RUBBLE TO BE TAKEN TO ANAPPROVED DUMPING SITE* NO OPEN FIRES OR BURNING OF REFUSE WILLBE PERMITTED ON SITE

U REFUSE DISPOSAL

BY ELECTRICAL MEANS AS INDICATED IN PART O ABOVE.

APPROVAL PRIOR TO OPEN OFFICE SPACES BEING SUBDIVIDED.

THE ENTIRE PREMISES WILL BE RODENT-PROOFED TO THE SATISFACTION

STORAGE AREA FOR REFUSE CONTAINERS IS PROVIDED IN ACCORDANCE

WILL BE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE

DEVIATION PLANS WILL BE SUBMITTED TO THE LOCAL AUTHORITY FOR

WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY

V SPACE HEATING

X GENERAL NOTES

W FIRE INSTALLATION

SEE FIRE PROTECTION PLANS.

OF THE LOCAL AUTHORITY.

LOCAL AUTHORITY.

G EXCAVATIONS

MALES & FEMALES ABLUTIONS TO HAVE MECHANICAL VENTILATION AND

PLEASE REFER TO RATIONAL FIRE DESIGN

ABOVE FACILITIES FOR PERSONS WHO ARE DISABLED

T FIRE PROTECTION

WILL BE DESIGNED SO AS TO ENABLE PERSONS WHO USE A WHEELCHAIR

TO GAIN ACCESS TO THE BUILDING. SUCH RAMPS ARE AT LEAST 1,1m

WIDE WITH A MAXIMUM SLOPE OF 1:12, HAVE LANDINGS MIN. 1,2m LONG

ONE 3,5m WIDE PARKING SPACE FOR DISABLED PERSONS IS PROVIDED ON

DOORS WILL ALL BE NOT LESS THAN 800mm WIDE AND WILL BE PROVIDED

WITH LEVER TYPE HANDLES NOT MORE THAN 1,2m ABOVE THE FINISHED

FOR EVERY 1,5m RISE AND AN APPROVED SLIP-RESISTANT SURFACE.

INTERNATIONAL STANDARD SYMBOLS WILL BE USED TO INDICATE ALL THE

S FACILITIES FOR DISABLED PERSONS

RAMPS FROM THE INTERNAL ROADS TO THE ENTRANCE OF THE BUILDING

A RATIONAL DESIGN WILL BE PREPARED BY A PROFESSIONAL ENGINEER

A COMPLETE STORMWATER CONTROL AND DISPOSAL SYSTEM BASED ON

THRESHOLDS AT DOORS WILL NOT EXCEED 15mm

A LEVEL SURFACE.

FLOOR LEVEL.

SINGLE STACK PIPE SYSTEMS AS SHOWN COMPLYING WITH PART P

40dia WASTE DISCHARGE PIPES TO WBs, SHOWERS, BATHS, SINKS

OF THE NATIONAL REGULATIONS AND COMPRISING THE FOLLOWING: -

Ø100 DISCHARGE STACKS, SOIL DISCHARGE PIPES, DRAINS AND STACK

ACCESS TO THE DRAINAGE INSTALLATION TO BE PROVIDED BY ADEQUATELY

MARKED AND PROTECTED AND PERMANENTLY ACCESSIBLE RODDING EYES

AT ALL CHANGES OF DIRECTION, WITHIN 1,5m OF THE DRAIN CONNECTION

TO THE SEWER, AT THE HIGHEST POINT OF THE DRAIN AND AT 25m

ALL WASTE FITTINGS TO HAVE RESEALING TRAPS AND WATER SEALS NOT

R STORMWATER DISPOSAL

INTERVALS ALONG THE LINE OF THE DRAIN

INSPECTION EYES AT ALL BENDS AND JUNCTIONS

VENTS OF APPROVED MATERIAL.

ARTIFICIAL LIGHTING TO THE APPROVAL OF SABS.

DISCHARGING TO SINGLE STACKS.

Ø50mm SOIL DISCHARGE PIPES TO URINALS.

GULLY TO COMPLY WITH P29

LESS THAN 65mm

P DRAINAGE

0,2sqm WHICHEVER IS THE GREATER.

O LIGHTING AND VENTILATION

GLAZING WILL COMPLY WITH THE REGULATIONS AND THE DEEMED TO

SATISFY RULES OF PART N OF THE NATIONAL BUILDING REGULATIONS

SUCH WINDOW IS TO BE NOT LESS THAN 10% OF THE FLOOR AREA SERVED

HABITAL ROOMS TO BE PROVIDED WITH WINDOWS. THE TOTAL AREA OF ANY

WILL NOT BE LESS THAN 5% OF THE FLOOR AREA OF THE ROOM, OR

OPENING SECTIONS FOR NATURAL VENTILATION THE TOTAL AREA OF WHICH

BY IT FOR NATURAL LIGHT AND SUCH WINDOW WILL BE PROVIDED WITH

STAIRWAYS WILL COMPLY WITH THE REGULATIONS AND THE DEEMED TO

SATISFY RULES OF PART M OF THE NATIONAL BUILDING REGULATIONS

AND SABS CODE OF PRACTICE 0400.

SEE DETAIL SECTION FOR DETAILS.

AND SABS CODE OF PRACTICE 0400.

SEE ROOF PLAN FOR NOTES AND DETAILS

M STAIRWAYS

N GLAZING

AN APPROVED VERTICAL WATERPROOF MEMBRANE TO BE FITTED WHERE A

LEVEL AT THE TOP OF THE SURFACE BED AT LEAST 250mm ABOVE THE

THE FULL THICKNESS OF WALLS TO BE INSTALLED AT ALL WALLS AT THE

ROOFS TO BE ANCHORED TO WALLS IN COMPLIANCE WITH CLAUSE KK13 OF

PARTS G, H, J AND K WILL BE DESIGNED BY A PROFESSIONAL ENGINEER

AND WILL BE EXECUTED IN STRICT ACCORDANCE WITH THE NATIONAL

THE NATIONAL BUILDING REGULATIONS.

BUILDING REGULATIONS AND SABS 0400.

WALL OF A ROOM IS IN CONTACT WITH THE GROUND.

ADJOINING GROUND AND AT ALL WINDOW CILLS.

L ROOFS

H FOUNDATIONS

J FLOORS

K WALLS

AS PER PART B.

AS PER PART B.

AS PER PART B.

D PUBLIC SAFETY

WALL NOT LESS THAN 1m HIGH AND SUCH BALUSTRADE WILL COMPLY

WILL BE EXECUTED IN STRICT ACCORDANCE WITH PART F OF THE

ALL SITE OPERATIONS, INCLUDING PROTECTION OF THE PUBLIC,

AVAILABLE BEFORE THE COMMENCEMENT OF AND THROUGHOUT THE

APPROVED SANITARY FACILITIES FOR ALL PERSONNEL WILL BE

NATIONAL BUILDING REGULATIONS UNDER THE SUPERVISION OF THE

DEMOLITION OF EXTG. STRUCTURES TO BE DONE STRICTLY IN

THE GROUND AREA PRESCRIBED IN CODE OF PRACTICE SABS 0124 SHALL

BE TREATED IN ACCORDANCE WITH THE RECOMMENDATIONS OF SABS 0124

ADJACENT LEVEL IS PROVIDED WITH A BALUSTRADE OR PARAPET

THE EDGE OF ANY CHANGE OF LEVEL MORE THAN 1m ABOVE ANY

F SITE OPERATIONS

DURATION OF THE BUILDING OPERATIONS.

E DEMOLITION WORK

ACCORDANCE WITH SABS 0400 PART E.

ARCHITECT AND THE ENGINEER

SOIL POISONING:

WITH SABS 0400 PART M.

BE DESIGNED BY A PROFESSIONAL ENGINEER WHO HAS CERTIFIED

THAT THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE NATIONAL

THE DESIGN OF THE STRUCTURAL ELEMENTS AND COMPONENTS WILL

BASED ON THE NATIONAL BUILDING REGULATIONS AND SABS

AUTHORITY FOR APPROVAL WHEN THE OPEN OFFICE AREAS ARE SUBMITTED.

HEIGHT OF 2,55m. DEVIATION PLANS WILL BE SUBMITTED TO THE LOCAL

HABITABLE ROOMS WILL HAVE A FLOOR AREA OF NOT LESS THAN 6sqm,

A MINIMUM HORIZONTAL DIMENSION OF NOT LESS THAN 2m AND A MINIMUM

B STRUCTURAL NOTES

A BUILDING CLASSIFICATION

Code of Practice 0400-1990

C ROOM DIMENSIONS

BUILDING REGULATIONS

NOTES

H3

Fire service connection Booster connection and refluxvalve Pressure gauge.Fire hydrants : ( Including FH. at Main Entrance )30m Fire hose reels off 25mm feeder pipe. If more than 2 reelsper line than go to 50mm feeder pipe.2 x 30m Fhr's in total required0 x 15m Fhr's in total required9 Kg Multi purpose DCP Fire extinguisher at each Fhr.Fire main 100mm internal diameter to Fire hydrants with 50 to25mm internal diameter to fire hose reels.A competancy certificate of the plumbing contractor must besubmitted to the Fire Department prior to commencement withthe fire reticulation system.Inconspicuous fire appliances and all emergency exits to beindicated by symbolic signs.Fire department must be notified on completion of installation inorder to obtain a clearance certificate prior to electricalconnection

Joha

nnes

burg

Road

s Age

ncy (

JRA)

Date: / / .

Pikit

upJo

hann

esbu

rg W

ater

(Pty)

Ltd

Envir

onme

ntal

Mana

geme

ntCi

ty Pa

rks &

Urb

anCo

nser

vatio

nCi

ty Po

wer

Envir

onme

ntal H

ealth

Fire D

epar

tmen

tOt

her

(such

as E

SKOM

or a

ny ot

her if

requ

ired)

Date: / / .

Date: / / .

Date: / / .

Date: / / .

Date: / / .

Date: / / .

Date: / / .

Date: / / .

Tran

spor

tation

Date: / / .

Site Development Plan

AS SHAWN

eM

1st Floor

1 Jellicoe and Jan Smuts

Rosebank 2196

Johannesburg South Africa

Tel: 011 880 1214

Fax: 011 880 1216

Email: [email protected]

www.shabanguarchitects.co.za

shabangu architects

T.MUVEVI

YPS-P24-SK-SDP-1000 A

12.02.2019

Ower's Signature:

Date:

TOTAL PARKING BAYS REQUIRED

TOTAL PARKING BAYS PROVIDED

Surplus/deficit No of Parking Bays

The information provided above is hereby certified to be correct and precise

NAME___________________________ SIGNATURE_______________________________

DATE______/_________/___________ PLAN No. _______________________________

N/A

SCHEDULE OF RIGHTS

PROPERTY DESCRIPTION

ZONING INFORMATION

Erf: 1308

Township: Yeoville Township Title Deed No: ***

Town

Planning

Scheme

Use Zone

JOHANNESBURG

: Residential 4

Amendment

Scheme No

Annexure No

DEVELOPMENT CONTROL MEASURES

Permissible Control Actual

Height Zone

Height of buildings

Coverage

Floor Area Ratio

Floor Area

Density (Dwelling Units per hectare)

1 Storey

No of Dwelling Units on the erf

PARKING

Parking Ratio per Use Area per Use Parking Bays Required

N/A parking bays

1 parking bays per dwelling unit n/a n/a

_______/__________

01

Site area: 24321m²

10.6m

2%

0.020

N/A

1979

N/A parking bays

N/A parking bays

ALL STORMWATER TO BE DIRECTED INTO ACENTRAL STORMWATER DISPOSAL SYSTEM

STORMWATER DESIGN & LAYOUT BY ENGINEER

New Church Temporary

Structure on ERF1308

24 Percy Street, Yeoville

12.02.2019

32

495m²

SITE PLANS C A L E 1 : 500

Proposed Entrance Gate

STOP

STOP

STOP

South Street 15,74m

Percy street 15,74m

178,43m BOUNDARY

73,31

m B

OUND

ARY

98,53m BOUNDARY

67,89m BOUNDARY

ERF 7ERF 6ERF 5ERF 1231ERF 2

ERF 1293

ERF 317

Portion 10 of ERF 33

ERF 310

ERF 34

Existing

Building

under ground

electrical cable

stand pipe with gully

1

5

0

0

0

3

3

0

0

0

250

500

1870

WC

Existing Building

Proposed Tent

ERF 1293

Existing Building

South Street

Sectional North Elevation A:A

SCALE 1:200

50

00

TRAFFIC IMPACT STUDY YEOVILLE, RCG

Annexure B: Locality Map and Study Area

FIGURE:

TITLE:

PROJECT:

LOCALITY MAP

1

K0133 - YEOVILLE RCG CHURCH TIA

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LEGEND

SITE BOUNDARY

GAUTRAIN BUS STOP

REA VAYA BUS STOP

METRO BUS STOP

SOUTH LANE

PERCY ST

HENDON ST

HARLEY ST

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OY

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ND

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AR

AN

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IM

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F

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TITLE:

PROJECT:

STUDY AREA

2

K0133 - YEOVILLE RCG CHURCH TIA

SOUTH LN

PERCY ST

HENDON ST

HARLEY ST

GR

AF

TO

N R

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114

2

11

8

4

9

7

5

6

12

3

ERF

1308

ERF

67

FIGURE:

LEGEND

SITE BOUNDARY

1

INTERSECTIONS

ERF 1308, YEOVILLE

ERF 67, YEOVILLE

LEGEND

SITE BOUNDARY

1

INTERSECTIONS ANALYSED

ERF 1308, YEOVILLE

ERF 67, HIGHLANDS

MINORS ST

MINORS ST

DURBAN RD

UM

LAZI RD

HARLEY ST

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TRAFFIC IMPACT STUDY YEOVILLE, RCG

Annexure C: Provincial (GPDRT) Road Network (K133)

TITLE:

PROJECT:

CK0133 - YEOVILLE RCG CHURCH TIA

FUTURE ROAD NETWORK

ANNEXURE:

PROPOSED

DEVELOPMENT

TRAFFIC IMPACT STUDY YEOVILLE, RCG

Annexure D: Proposed Access Plan

ANNEXURE:

TITLE:

PROJECT:

PROPOSED ACCESSES DK0133 - YEOVILLE RCG CHURCH TIA

SOUTH LN

PERCY ST

HENDON ST

GR

AF

TO

N R

D

FO

RT

ES

QU

E R

D

ACCESS (TO BASEMENT

PARKING)

ACCESS (TO VIP

PARKING)

ACCESS (TO OPEN

PARKING)

ACCESS (TO DELIVERY/

REFUSE REMOVAL)

ERF

1308

ERF

67

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LEGEND

SITE BOUNDARY

DELIVERY / REFUSE REMOVAL

TRUCKS

OPEN PARKING

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PERCY ST

HENDON ST

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AF

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D

TRAFFIC IMPACT STUDY YEOVILLE, RCG

Annexure E: Traffic Flow Diagrams & Overall Intersection, Capacity Analysis Results Figure 3: Existing Geometry

Figure 4: 2019 Thursday PM Existing Peak Hour Traffic Volumes and Capacity Analysis Results

Figure 5: 2019 Sunday PM Existing Peak Hour Traffic Volumes and Capacity Analysis Results

Figure 6: Trip Assignment (percentage)

Figure 7: Trip Assignment – Thursday PM (vph)

Figure 8: Trip Assignment – Sunday PM (vph)

Figure 9: 2019 Thursday PM Existing Peak Hour + Development Traffic Volumes and Capacity Analysis Results

Figure 10: 2019 Sunday PM Existing Peak Hour + Development Traffic Volumes and Capacity Analysis Results

Figure 11: 2024 Thursday PM Background Peak Hour Traffic Volumes and Capacity Analysis Results

Figure 12: 2024 Sunday PM Background Peak Hour Traffic Volumes and Capacity Analysis Results

Figure 13: 2024 Thursday PM Total Peak Hour Traffic Volumes and Capacity

Figure 14: 2024 Sunday Total PM Total Peak Hour Traffic Volumes and Capacity

FIGURE:

TITLE:

PROJECT:

3

EXISTING GEOMETRY

SCHEMATIC

LEGEND

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ABEL RD

HENDON

ST

HENDON ST

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HLA

ND

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K0133 YEOVILLE RCG CHURCH TIA

PADDOCK

ST

PROJECT:

4

2019 THURSDAY PM (16:45 - 17:45) EXISTING PEAK HOUR TRAFFIC

VOLUMES AND CAPACITY ANALYSIS RESULTS

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SCHEMATIC

LEGEND

Turning Volumes (vph)

LOS

10

10

10

Level of service based on delay for

unsignalised intersections. LOS

based on v/c and delay for signalised

intersections

K0133 YEOVILLE RCG CHURCH TIA

TITLE:FIGURE:

Volumes / Capacity Ratio

Del

V/C

Delay (seconds)

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PADDOCK

ST

PROJECT:

5

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DURBAN RD

K0133 YEOVILLE RCG CHURCH TIA

2019 SUNDAY PM (16:45 - 17:45) EXISTING PEAK HOUR TRAFFIC

VOLUMES AND CAPACITY ANALYSIS RESULTS

TITLE:FIGURE:

SCHEMATIC

LEGEND

Turning Volumes (vph)

LOS

10

10

10

Level of service based on delay for

unsignalised intersections. LOS

based on v/c and delay for signalised

intersections

Volumes / Capacity Ratio

Del

V/C

Delay (seconds)

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PADDOCK

ST

PROJECT:

6TRIP ASSIGNMENT (%)K0133 YEOVILLE RCG CHURCH TIA

SCHEMATIC

10%

INBOUND TRIP ASSIGNMENT

LEGEND

(10%)

OUTBOUND TRIP ASSIGNMENT

TITLE:

FIGURE:

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ACCESS

DURBAN RD

SOUTH LN

PROPOSED

DEVELOPMENT

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ST

PROJECT:

7

TRIP ASSIGNMENT - THURSDAY PM (VPH)

K0133 YEOVILLE RCG CHURCH TIA

SCHEMATIC

Turning Volumes (vph)

10

10

10

LEGEND

TITLE:FIGURE:

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ABEL

RD

HENDON ST

HENDON ST

GR

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ACCESS

AC

CE

SS

PROPOSED

DEVELOPMENT

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PADDOCK

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PROJECT:

8

TRIP ASSIGNMENT - SUNDAY (VPH)K0133 YEOVILLE RCG CHURCH TIA

TITLE: FIGURE:

SCHEMATIC

Turning Volumes (vph)

10

10

10

LEGEND

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K0133 YEOVILLE RCG CHURCH TIA

2019 THURSDAY PM (16:45 - 17:45) EXISTING PEAK HOUR + DEVELOPMENT

TRAFFIC VOLUMES AND CAPACITY ANALYSIS RESULTS

TITLE:

FIGURE:

SCHEMATIC

LEGEND

Turning Volumes (vph)

LOS

10

10

10

Level of service based on delay for

unsignalised intersections. LOS

based on v/c and delay for signalised

intersections

Volumes / Capacity Ratio

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K0133 YEOVILLE RCG CHURCH TIA

2019 SUNDAY PM (16:45 - 17:45) EXISTING PEAK HOUR + DEVELOPMENT

TRAFFIC VOLUMES AND CAPACITY ANALYSIS RESULTS

TITLE:

FIGURE:

SCHEMATIC

LEGEND

Turning Volumes (vph)

LOS

10

10

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Level of service based on delay for

unsignalised intersections. LOS

based on v/c and delay for signalised

intersections

Volumes / Capacity Ratio

Del

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K0133 YEOVILLE RCG CHURCH TIA

2024 THURSDAY PM (16:45 - 17:45) BACKGROUND PEAK HOUR

TRAFFIC VOLUMES AND CAPACITY ANALYSIS RESULTS

TITLE: FIGURE:

SCHEMATIC

LEGEND

Turning Volumes (vph)

LOS

10

10

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unsignalised intersections. LOS

based on v/c and delay for signalised

intersections

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K0133 YEOVILLE RCG CHURCH TIA

2024 SUNDAY PM (16:45 - 17:45) BACKGROUND PEAK HOUR

TRAFFIC VOLUMES AND CAPACITY ANALYSIS RESULTS

TITLE:FIGURE:

SCHEMATIC

LEGEND

Turning Volumes (vph)

LOS

10

10

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unsignalised intersections. LOS

based on v/c and delay for signalised

intersections

Volumes / Capacity Ratio

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K0133 YEOVILLE RCG CHURCH TIA

2024 THURSDAY PM (16:45 - 17:45) BACKGROUND + DEVELOPMENT PEAK HOUR

TRAFFIC VOLUMES AND CAPACITY ANALYSIS RESULTS

TITLE: FIGURE:

SCHEMATIC

LEGEND

Turning Volumes (vph)

LOS

10

10

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unsignalised intersections. LOS

based on v/c and delay for signalised

intersections

Volumes / Capacity Ratio

Del

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DEVELOPMENT

K0133 YEOVILLE RCG CHURCH TIA

2024 SUNDAY PM (16:45 - 17:45) BACKGROUND + DEVELOPMENT PEAK HOUR

TRAFFIC VOLUMES AND CAPACITY ANALYSIS RESULTS

TITLE:

FIGURE:

SCHEMATIC

LEGEND

Turning Volumes (vph)

LOS

10

10

10

Level of service based on delay for

unsignalised intersections. LOS

based on v/c and delay for signalised

intersections

Volumes / Capacity Ratio

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TRAFFIC IMPACT STUDY YEOVILLE, RCG

Annexure F: Trip Generation Tables

Koleko Solutions (Pty) Ltd Traffic Impact Assessment:  Yeoville, RCG

Table 1: Weekday PM Trip Generation

Very Low Vehicle 

OwnershipPT Total

Place of Worship 10000 0.80 0.15 0.83 0.05 0.01 80% 20% 68 17 85

68 17 85

Table 2: Sunday Trip Generation

Very Low Vehicle 

OwnershipPT Total

Place of Worship 10000 0.80 0.15 0.83 0.65 0.11 90% 10% 995 111 1,105995 111 1,105

Weekday PM (Thursday)

Land Use Erf Size (No. Seats)

Trip reduction

Trip Rate In Split Out Split In (vph) Out(vph) TotalAdjusted Trip Rate

Sunday

Land Use Erf Size (No. Seats)

Trip reduction

Trip Rate In Split Out Split In (vph) Out(vph) TotalAdjusted Trip Rate

Reference: K0133 Annexure F:  Trip Generation

TRAFFIC IMPACT STUDY YEOVILLE, RCG

Annexure G: Detailed Capacity Analysis Results

TRAFFIC IMPACT STUDY YEOVILLE RCG CHURCH

2019 Thursday PM Existing Traffic Volumes

Fri Feb 22 12:29:51 2019 Page 1

2019 Thursday PM ExistingTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #1: Grafton St & Percy St

Average Delay (sec/veh): 4.1 Worst Case Level Of Service: A[8.8]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 31 Jan 2019 <<

Base Vol: 0 0 0 35 0 16 22 4 0 0 3 30

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 35 0 16 22 4 0 0 3 30

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89

PHF Volume: 0 0 0 39 0 18 25 5 0 0 3 34

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 39 0 18 25 5 0 0 3 34

Critical Gap Module:

Critical Gp: **** **** **** 6.2 6.5 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** 17 88 88 **** **** **** **** **** 29

Potent Cap.: **** **** **** 1068 806 918 **** **** **** **** **** 1597

Move Cap.: **** **** **** 1068 789 903 **** **** **** **** **** 1597

Volume/Cap: **** **** **** 0.04 0.00 0.02 **** **** **** **** **** 0.02

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.1

Control Del: **** **** **** **** **** **** **** **** **** **** **** 7.3

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** 1010 **** **** **** **** **** **** 11

SharedQueue: **** **** **** **** 0.2 **** **** **** **** **** **** 0.1

Shrd ConDel: **** **** **** **** 8.8 **** **** **** **** **** **** 7.3

Shared LOS: * * * * A * * * * * * A

ApproachDel: **** 8.8 **** ****

ApproachLOS: * A * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:29:51 2019 Page 3

2019 Thursday PM ExistingTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #2: Percy St & Highlands St

Average Delay (sec/veh): 4.4 Worst Case Level Of Service: A[8.6]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 29 0 9 0 0 0 0 7 25 1 3 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 29 0 9 0 0 0 0 7 25 1 3 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93

PHF Volume: 31 0 10 0 0 0 0 8 27 1 3 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 31 0 10 0 0 0 0 8 27 1 3 0

Critical Gap Module:

Critical Gp: 6.2 6.5 6.4 **** **** **** **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 3.5 **** **** **** **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 4 65 65 **** **** **** **** **** 4 **** **** ****

Potent Cap.: 1086 830 946 **** **** **** **** **** 1631 **** **** ****

Move Cap.: 1086 816 934 **** **** **** **** **** 1631 **** **** ****

Volume/Cap: 0.03 0.00 0.01 **** **** **** **** **** 0.02 **** **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 0.1 **** **** ****

Control Del: **** **** **** **** **** **** **** **** 7.2 **** **** ****

LOS by Move: * * * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 1045 **** **** **** **** **** **** 5 **** **** ****

SharedQueue: **** 0.1 **** **** **** **** **** **** 0.1 **** **** ****

Shrd ConDel: **** 8.6 **** **** **** **** **** **** 7.2 **** **** ****

Shared LOS: * A * * * * * * A * * *

ApproachDel: 8.6 **** **** ****

ApproachLOS: A * * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:29:51 2019 Page 5

2019 Thursday PM ExistingTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #3: Harley St & Cavendish Rd

Average Delay (sec/veh): 2.9 Worst Case Level Of Service: C[16.2]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 0 0 0 6 0 128 93 282 0 0 232 7

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 6 0 128 93 282 0 0 232 7

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93

PHF Volume: 0 0 0 6 0 137 100 302 0 0 248 7

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 6 0 137 100 302 0 0 248 7

Critical Gap Module:

Critical Gp: **** **** **** 6.2 6.5 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** 352 615 615 **** **** **** **** **** 401

Potent Cap.: **** **** **** 696 409 458 **** **** **** **** **** 1168

Move Cap.: **** **** **** 696 407 456 **** **** **** **** **** 1168

Volume/Cap: **** **** **** 0.01 0.00 0.30 **** **** **** **** **** 0.01

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.0

Control Del: **** **** **** **** **** **** **** **** **** **** **** 8.1

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** 463 **** **** **** **** **** **** 1

SharedQueue: **** **** **** **** 1.3 **** **** **** **** **** **** 0.0

Shrd ConDel: **** **** **** **** 16.2 **** **** **** **** **** **** 8.1

Shared LOS: * * * * C * * * * * * A

ApproachDel: **** 16.2 **** ****

ApproachLOS: * C * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:29:51 2019 Page 9

2019 Thursday PM ExistingTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #4: Bezuidenhout St & Durban Rd

Average Delay (sec/veh): 5.7 Worst Case Level Of Service: B[11.9]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 6 17 0 0 21 224 281 0 4 0 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 6 17 0 0 21 224 281 0 4 0 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96

PHF Volume: 6 18 0 0 22 233 292 0 4 0 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 6 18 0 0 22 233 292 0 4 0 0 0

Critical Gap Module:

Critical Gp: 6.2 6.5 **** **** 6.5 7.1 **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 **** **** 4.0 3.5 **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 0 300 **** **** 154 163 **** **** 0 **** **** ****

Potent Cap.: 1091 616 **** **** 741 806 **** **** 1636 **** **** ****

Move Cap.: 1091 614 **** **** 739 783 **** **** 1636 **** **** ****

Volume/Cap: 0.01 0.03 **** **** 0.03 0.30 **** **** 0.00 **** **** ****

Level Of Service Module:

2Way95thQ: 0.0 0.1 **** **** **** **** **** **** 0.0 **** **** ****

Control Del: 8.3 11.0 **** **** **** **** **** **** 7.2 **** **** ****

LOS by Move: A B * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** 779 **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** 1.4 **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** 11.9 **** **** **** **** **** ****

Shared LOS: * * * * * B * * * * * *

ApproachDel: 10.3 11.9 **** ****

ApproachLOS: B B * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:29:51 2019 Page 13

2019 Thursday PM ExistingTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #5: Grafton Rd & Hendon St

Average Delay (sec/veh): 1.2 Worst Case Level Of Service: C[23.1]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 1! 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 40 7 2 0 7 31 63 453 56 5 513 5

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 40 7 2 0 7 31 63 453 56 5 513 5

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

PHF Volume: 43 8 2 0 8 34 68 491 61 5 556 5

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 43 8 2 0 8 34 68 491 61 5 556 5

Critical Gap Module:

Critical Gp: 5.3 5.4 5.5 **** 5.4 5.5 **** **** 3.5 **** **** 3.5

FollowUpTim: 2.3 2.6 3.1 **** 2.6 3.1 **** **** 2.1 **** **** 2.1

Capacity Module:

Cnflict Vol: 432 1217 1221 **** 1182 1208 **** **** 562 **** **** 560

Potent Cap.: 835 295 291 **** 308 260 **** **** 1164 **** **** 1166

Move Cap.: 835 278 272 **** 290 231 **** **** 1164 **** **** 1166

Volume/Cap: 0.05 0.03 0.01 **** 0.03 0.15 **** **** 0.05 **** **** 0.00

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 0.2 **** **** 0.0

Control Del: **** **** **** **** **** **** **** **** 8.3 **** **** 8.1

LOS by Move: * * * * * * * * A * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 609 **** **** **** 240 **** **** **** **** **** ****

SharedQueue: **** 0.3 **** **** **** 0.6 **** **** **** **** **** ****

Shrd ConDel: **** 11.5 **** **** **** 23.1 **** **** **** **** **** ****

Shared LOS: * B * * * C * * * * * *

ApproachDel: 11.5 23.1 **** ****

ApproachLOS: B C * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:29:51 2019 Page 17

2019 Thursday PM ExistingTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Operations Method (Base Volume Alternative)

Index #6: Joe Slovo Dr & Hendon St

Cycle (sec): 110 Critical Vol./Cap.(X): 1.131

Loss Time (sec): 15 Average Delay (sec/veh): 59.8

Optimal Cycle: 180 Level Of Service: E

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Protected+Permitted Protected+Permitted Permitted Permitted

Lefts Include Include Include Ovl

Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0

Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0

Lanes: 0 1 2 0 2 1 1 1 0 1 1 0 1 1 1 0 1 0 0 1

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 285 1112 295 45 1927 92 158 236 252 366 245 11

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 285 1112 295 45 1927 92 158 236 252 366 245 11

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99

PHF Volume: 287 1120 297 45 1941 93 159 238 254 369 247 11

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 287 1120 297 45 1941 93 159 238 254 369 247 11

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Final Vol.: 287 1120 297 45 1941 93 159 238 254 369 247 11

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.88 0.88 0.77 0.95 0.95 0.95 0.85 0.55 0.55 0.91 0.91 0.60

Lanes: 0.61 2.39 2.00 1.00 2.00 1.00 1.00 1.45 1.55 0.60 0.40 1.00

Final Sat.: 1025 4001 2908 1800 3599 1805 1615 1508 1611 1036 693 1134

Capacity Analysis Module:

Vol/Sat: 0.28 0.28 0.10 0.03 0.54 0.05 0.10 0.16 0.16 0.36 0.36 0.01

Crit Moves: **** **** ****

Green/Cycle: 0.47 0.47 0.55 0.47 0.47 0.60 0.31 0.31 0.31 0.39 0.31 0.31

Green/Cycle: 0.47 0.47 0.08 0.47 0.47 0.09 0.31 0.31 0.31 0.39 0.31 0.31

Volume/Cap: 0.60 0.60 0.27 0.05 1.15 0.35 0.32 0.51 0.51 0.91 1.15 0.03

Level Of Service Module:

Uniform Del: 21.7 21.7 12.3 15.8 29.1 12.4 29.0 31.0 31.0 31.5 37.9 26.4

IncremntDel: 0.4 0.4 0.1 0.0 72.6 0.8 0.4 0.4 0.4 15.9 85.4 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Delay/Veh: 22.1 22.1 12.5 15.8 101.7 13.1 29.3 31.4 31.4 47.4 123.3 26.4

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 22.1 22.1 12.5 15.8 101.7 13.1 29.3 31.4 31.4 47.4 123.3 26.4

LOS by Move: C C B B F B C C C D F C

HCM2kAvgQ: 13.1 13.1 3.1 0.8 53.2 2.0 4.2 5.3 5.3 23.4 33.7 0.3

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:29:51 2019 Page 31

2019 Thursday PM ExistingTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #7: Fortesque Rd & Hendon St

Average Delay (sec/veh): 2.7 Worst Case Level Of Service: C[23.1]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 0 0 0 3 0 111 44 392 0 0 416 3

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 3 0 111 44 392 0 0 416 3

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94

PHF Volume: 0 0 0 3 0 118 47 416 0 0 441 3

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 3 0 118 47 416 0 0 441 3

Critical Gap Module:

Critical Gp: **** **** **** 6.2 6.5 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** 348 834 834 **** **** **** **** **** 462

Potent Cap.: **** **** **** 644 282 314 **** **** **** **** **** 1109

Move Cap.: **** **** **** 644 281 313 **** **** **** **** **** 1109

Volume/Cap: **** **** **** 0.00 0.00 0.38 **** **** **** **** **** 0.00

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.0

Control Del: **** **** **** **** **** **** **** **** **** **** **** 8.3

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** 318 **** **** **** **** **** **** 1

SharedQueue: **** **** **** **** 1.7 **** **** **** **** **** **** 0.0

Shrd ConDel: **** **** **** **** 23.1 **** **** **** **** **** **** 8.3

Shared LOS: * * * * C * * * * * * A

ApproachDel: **** 23.1 **** ****

ApproachLOS: * C * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:29:51 2019 Page 35

2019 Thursday PM ExistingTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #8: Hendon St & Percy St

Average Delay (sec/veh): 0.3 Worst Case Level Of Service: C[15.7]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 6 0 10 0 0 0 0 500 3 1 413 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 6 0 10 0 0 0 0 500 3 1 413 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94

PHF Volume: 6 0 11 0 0 0 0 530 3 1 438 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 6 0 11 0 0 0 0 530 3 1 438 0

Critical Gap Module:

Critical Gp: 6.2 6.5 6.4 **** **** **** **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 3.5 **** **** **** **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 439 975 975 **** **** **** **** **** 439 **** **** ****

Potent Cap.: 623 253 281 **** **** **** **** **** 1132 **** **** ****

Move Cap.: 623 253 281 **** **** **** **** **** 1132 **** **** ****

Volume/Cap: 0.01 0.00 0.04 **** **** **** **** **** 0.00 **** **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 0.0 **** **** ****

Control Del: **** **** **** **** **** **** **** **** 8.2 **** **** ****

LOS by Move: * * * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 353 **** **** **** **** **** **** 1 **** **** ****

SharedQueue: **** 0.2 **** **** **** **** **** **** 0.0 **** **** ****

Shrd ConDel: **** 15.7 **** **** **** **** **** **** 8.2 **** **** ****

Shared LOS: * C * * * * * * A * * *

ApproachDel: 15.7 **** **** ****

ApproachLOS: C * * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:29:51 2019 Page 39

2019 Thursday PM ExistingTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #9: Bezuidenhout St & Paddock St

Average Delay (sec/veh): 0.0 Worst Case Level Of Service: B[11.0]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Uncontrolled Uncontrolled Stop Sign Stop Sign

Lefts Include Include Include Include

Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 0 298 1 1 245 0 0 0 0 1 0 1

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 298 1 1 245 0 0 0 0 1 0 1

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96

PHF Volume: 0 310 1 1 255 0 0 0 0 1 0 1

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 310 1 1 255 0 0 0 0 1 0 1

Critical Gap Module:

Critical Gp: **** **** 4.1 **** **** **** **** **** **** 6.2 6.5 6.4

FollowUpTim: **** **** 2.2 **** **** **** **** **** **** 3.3 4.0 3.5

Capacity Module:

Cnflict Vol: **** **** 256 **** **** **** **** **** **** 255 567 567

Potent Cap.: **** **** 1321 **** **** **** **** **** **** 788 436 488

Move Cap.: **** **** 1321 **** **** **** **** **** **** 788 436 488

Volume/Cap: **** **** 0.00 **** **** **** **** **** **** 0.00 0.00 0.00

Level Of Service Module:

2Way95thQ: **** **** 0.0 **** **** **** **** **** **** **** **** ****

Control Del: **** **** 7.7 **** **** **** **** **** **** **** **** ****

LOS by Move: * * A * * * * * * * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** 1 **** **** **** **** **** **** **** 603 ****

SharedQueue: **** **** 0.0 **** **** **** **** **** **** **** 0.0 ****

Shrd ConDel: **** **** 7.7 **** **** **** **** **** **** **** 11.0 ****

Shared LOS: * * A * * * * * * * B *

ApproachDel: **** **** **** 11.0

ApproachLOS: * * * B

Note: Queue reported is the number of cars per lane.

Mon Feb 25 11:56:33 2019 Page 41

2019 Thursday PM ExistingTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #11: Highlands St & Back-of-House Access

Average Delay (sec/veh): 3.3 Worst Case Level Of Service: A[8.4]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 1 0 0 0 0 0 0 1! 0 0 0 0 0 0 1

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 0 0 0 26 0 0 0 0 0 0 0 40

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 26 0 0 0 0 0 0 0 40

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93

PHF Volume: 0 0 0 28 0 0 0 0 0 0 0 43

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 28 0 0 0 0 0 0 0 43

Critical Gap Module:

Critical Gp: 6.2 6.5 7.1 6.2 **** **** **** **** **** **** **** 4.1

FollowUpTim: 3.3 4.0 3.5 3.3 **** **** **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: 0 86 100 0 **** **** **** **** **** **** **** 0

Potent Cap.: 1091 808 886 1091 **** **** **** **** **** **** **** 1636

Move Cap.: 1091 787 846 1091 **** **** **** **** **** **** **** 1636

Volume/Cap: 0.00 0.00 0.00 0.03 **** **** **** **** **** **** **** 0.03

Level Of Service Module:

2Way95thQ: **** **** **** 0.1 **** **** **** **** **** **** **** 0.1

Control Del: **** **** **** 8.4 **** **** **** **** **** **** **** 7.3

LOS by Move: * * * A * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 0 **** **** **** **** **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** **** **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** **** **** **** **** **** **** ****

Shared LOS: * * * * * * * * * * * *

ApproachDel: **** 8.4 **** ****

ApproachLOS: * A * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:29:51 2019 Page 43

2019 Thursday PM ExistingTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #12: Charlton Access Rd & South Ln

Average Delay (sec/veh): 1.2 Worst Case Level Of Service: A[8.4]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Uncontrolled Uncontrolled Stop Sign Stop Sign

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 0 0 0 10 20 0 0 0 0 5 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 10 20 0 0 0 0 5 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89

PHF Volume: 0 0 0 11 23 0 0 0 0 6 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 11 23 0 0 0 0 6 0 0

Critical Gap Module:

Critical Gp: **** **** **** **** **** **** **** **** **** 6.2 **** ****

FollowUpTim: **** **** **** **** **** **** **** **** **** 3.3 **** ****

Capacity Module:

Cnflict Vol: **** **** **** **** **** **** **** **** **** 28 **** ****

Potent Cap.: **** **** **** **** **** **** **** **** **** 1053 **** ****

Move Cap.: **** **** **** **** **** **** **** **** **** 1053 **** ****

Volume/Cap: **** **** **** **** **** **** **** **** **** 0.01 **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** 0.0 **** ****

Control Del: **** **** **** **** **** **** **** **** **** 8.4 **** ****

LOS by Move: * * * * * * * * * A * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** **** **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** **** **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** **** **** **** **** **** **** ****

Shared LOS: * * * * * * * * * * * *

ApproachDel: **** **** **** 8.4

ApproachLOS: * * * A

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:29:51 2019 Page 47

2019 Thursday PM ExistingTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #14:

Average Delay (sec/veh): 0.4 Worst Case Level Of Service: A[8.3]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0

Volume Module:

Base Vol: 2 0 0 0 0 0 0 24 7 0 6 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 0 0 0 0 0 0 0 0 0

Added Vol: 2 0 0 0 0 0 0 24 7 0 6 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 2 0 0 0 0 0 0 24 7 0 6 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Volume: 2 0 0 0 0 0 0 24 7 0 6 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 2 0 0 0 0 0 0 24 7 0 6 0

Critical Gap Module:

Critical Gp: 6.2 **** **** **** **** **** **** **** 4.1 **** **** ****

FollowUpTim: 3.3 **** **** **** **** **** **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 6 **** **** **** **** **** **** **** 6 **** **** ****

Potent Cap.: 1083 **** **** **** **** **** **** **** 1628 **** **** ****

Move Cap.: 1083 **** **** **** **** **** **** **** 1628 **** **** ****

Volume/Cap: 0.00 **** **** **** **** **** **** **** 0.00 **** **** ****

Level Of Service Module:

2Way95thQ: 0.0 **** **** **** **** **** **** **** 0.0 **** **** ****

Control Del: 8.3 **** **** **** **** **** **** **** 7.2 **** **** ****

LOS by Move: A * * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** **** **** **** 1 **** **** ****

SharedQueue: **** **** **** **** **** **** **** **** 0.0 **** **** ****

Shrd ConDel: **** **** **** **** **** **** **** **** 7.2 **** **** ****

Shared LOS: * * * * * * * * A * * *

ApproachDel: 8.3 **** **** ****

ApproachLOS: A * * *

Note: Queue reported is the number of cars per lane.

TRAFFIC IMPACT STUDY YEOVILLE RCG CHURCH

2019 Sunday PM Existing Traffic Volumes

Fri Feb 22 12:31:00 2019 Page 1

2019 Sunday Existing TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #1: Grafton St & Percy St

Average Delay (sec/veh): 3.2 Worst Case Level Of Service: A[8.7]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 0 0 0 20 0 12 18 3 0 0 7 26

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 20 0 12 18 3 0 0 7 26

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96

PHF Volume: 0 0 0 21 0 13 19 3 0 0 7 27

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 21 0 13 19 3 0 0 7 27

Critical Gap Module:

Critical Gp: **** **** **** 6.2 6.5 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** 13 74 74 **** **** **** **** **** 22

Potent Cap.: **** **** **** 1074 820 935 **** **** **** **** **** 1607

Move Cap.: **** **** **** 1074 806 922 **** **** **** **** **** 1607

Volume/Cap: **** **** **** 0.02 0.00 0.01 **** **** **** **** **** 0.02

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.1

Control Del: **** **** **** **** **** **** **** **** **** **** **** 7.3

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** 1012 **** **** **** **** **** **** 5

SharedQueue: **** **** **** **** 0.1 **** **** **** **** **** **** 0.1

Shrd ConDel: **** **** **** **** 8.7 **** **** **** **** **** **** 7.3

Shared LOS: * * * * A * * * * * * A

ApproachDel: **** 8.7 **** ****

ApproachLOS: * A * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:31:00 2019 Page 3

2019 Sunday Existing TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #2: Percy St & Highlands St

Average Delay (sec/veh): 4.3 Worst Case Level Of Service: A[8.6]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 21 0 13 0 0 0 0 6 15 4 9 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 21 0 13 0 0 0 0 6 15 4 9 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95

PHF Volume: 22 0 14 0 0 0 0 6 16 4 9 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 22 0 14 0 0 0 0 6 16 4 9 0

Critical Gap Module:

Critical Gp: 6.2 6.5 6.4 **** **** **** **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 3.5 **** **** **** **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 12 50 50 **** **** **** **** **** 14 **** **** ****

Potent Cap.: 1075 846 965 **** **** **** **** **** 1618 **** **** ****

Move Cap.: 1075 837 957 **** **** **** **** **** 1618 **** **** ****

Volume/Cap: 0.02 0.00 0.01 **** **** **** **** **** 0.01 **** **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 0.0 **** **** ****

Control Del: **** **** **** **** **** **** **** **** 7.2 **** **** ****

LOS by Move: * * * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 1027 **** **** **** **** **** **** 3 **** **** ****

SharedQueue: **** 0.1 **** **** **** **** **** **** 0.0 **** **** ****

Shrd ConDel: **** 8.6 **** **** **** **** **** **** 7.2 **** **** ****

Shared LOS: * A * * * * * * A * * *

ApproachDel: 8.6 **** **** ****

ApproachLOS: A * * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:31:00 2019 Page 5

2019 Sunday Existing TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #3: Harley St & Cavendish Rd

Average Delay (sec/veh): 2.3 Worst Case Level Of Service: B[12.3]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 0 0 0 8 0 95 70 218 0 0 144 6

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 8 0 95 70 218 0 0 144 6

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97

PHF Volume: 0 0 0 8 0 98 73 226 0 0 149 6

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 8 0 98 73 226 0 0 149 6

Critical Gap Module:

Critical Gp: **** **** **** 6.2 6.5 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** 262 424 424 **** **** **** **** **** 298

Potent Cap.: **** **** **** 781 525 591 **** **** **** **** **** 1274

Move Cap.: **** **** **** 781 523 589 **** **** **** **** **** 1274

Volume/Cap: **** **** **** 0.01 0.00 0.17 **** **** **** **** **** 0.00

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.0

Control Del: **** **** **** **** **** **** **** **** **** **** **** 7.8

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** 600 **** **** **** **** **** **** 1

SharedQueue: **** **** **** **** 0.6 **** **** **** **** **** **** 0.0

Shrd ConDel: **** **** **** **** 12.3 **** **** **** **** **** **** 7.8

Shared LOS: * * * * B * * * * * * A

ApproachDel: **** 12.3 **** ****

ApproachLOS: * B * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:31:00 2019 Page 9

2019 Sunday Existing TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #4: Bezuidenhout St & Durban Rd

Average Delay (sec/veh): 5.1 Worst Case Level Of Service: B[10.7]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 9 10 0 0 31 153 213 0 7 0 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 9 10 0 0 31 153 213 0 7 0 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97

PHF Volume: 9 10 0 0 32 158 221 0 7 0 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 9 10 0 0 32 158 221 0 7 0 0 0

Critical Gap Module:

Critical Gp: 6.2 6.5 **** **** 6.5 7.1 **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 **** **** 4.0 3.5 **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 0 235 **** **** 125 130 **** **** 0 **** **** ****

Potent Cap.: 1091 669 **** **** 769 847 **** **** 1636 **** **** ****

Move Cap.: 1091 666 **** **** 766 827 **** **** 1636 **** **** ****

Volume/Cap: 0.01 0.02 **** **** 0.04 0.19 **** **** 0.00 **** **** ****

Level Of Service Module:

2Way95thQ: 0.0 0.0 **** **** **** **** **** **** 0.0 **** **** ****

Control Del: 8.3 10.5 **** **** **** **** **** **** 7.2 **** **** ****

LOS by Move: A B * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** 816 **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** 0.9 **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** 10.7 **** **** **** **** **** ****

Shared LOS: * * * * * B * * * * * *

ApproachDel: 9.5 10.7 **** ****

ApproachLOS: A B * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:31:00 2019 Page 13

2019 Sunday Existing TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #5: Grafton Rd & Hendon St

Average Delay (sec/veh): 1.1 Worst Case Level Of Service: B[12.6]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 32 6 1 3 8 28 57 307 32 2 311 2

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 32 6 1 3 8 28 57 307 32 2 311 2

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 33 6 1 3 8 29 58 314 33 2 318 2

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 33 6 1 3 8 29 58 314 33 2 318 2

Critical Gap Module:

Critical Gp: 5.3 5.4 5.5 5.3 5.4 5.5 **** **** 3.5 **** **** 3.5

FollowUpTim: 2.3 2.6 3.1 2.3 2.6 3.1 **** **** 2.1 **** **** 2.1

Capacity Module:

Cnflict Vol: 278 736 738 303 706 725 **** **** 320 **** **** 372

Potent Cap.: 1096 572 508 1065 592 498 **** **** 1377 **** **** 1328

Move Cap.: 1096 557 492 1065 577 470 **** **** 1377 **** **** 1328

Volume/Cap: 0.03 0.01 0.00 0.00 0.01 0.06 **** **** 0.02 **** **** 0.00

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 0.1 **** **** 0.0

Control Del: **** **** **** **** **** **** **** **** 7.7 **** **** 7.7

LOS by Move: * * * * * * * * A * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 929 **** **** 511 **** **** **** **** **** **** ****

SharedQueue: **** 0.1 **** **** 0.3 **** **** **** **** **** **** ****

Shrd ConDel: **** 9.0 **** **** 12.6 **** **** **** **** **** **** ****

Shared LOS: * A * * B * * * * * * *

ApproachDel: 9.0 12.6 **** ****

ApproachLOS: A B * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:31:00 2019 Page 17

2019 Sunday Existing TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Operations Method (Base Volume Alternative)

Index #6: Joe Slovo Dr & Hendon St

Cycle (sec): 110 Critical Vol./Cap.(X): 0.623

Loss Time (sec): 15 Average Delay (sec/veh): 28.2

Optimal Cycle: 58 Level Of Service: C

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Protected+Permitted Protected+Permitted Permitted Permitted

Lefts Include Include Include Ovl

Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0

Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0

Lanes: 0 1 2 0 2 1 1 1 0 1 1 0 1 1 1 0 1 0 0 1

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 215 545 191 34 605 109 133 185 218 168 189 15

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 215 545 191 34 605 109 133 185 218 168 189 15

User Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Volume: 210 532 186 33 590 106 130 181 213 164 184 15

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 210 532 186 33 590 106 130 181 213 164 184 15

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Final Vol.: 210 532 186 33 590 106 130 181 213 164 184 15

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.87 0.87 0.84 0.94 0.94 0.95 0.85 0.22 0.22 0.93 0.93 0.64

Lanes: 0.85 2.15 2.00 1.00 2.00 1.00 1.00 1.38 1.62 0.47 0.53 1.00

Final Sat.: 1405 3562 3177 1791 3581 1805 1615 574 677 831 935 1208

Capacity Analysis Module:

Vol/Sat: 0.15 0.15 0.06 0.02 0.16 0.06 0.08 0.31 0.31 0.20 0.20 0.01

Crit Moves: **** **** ****

Green/Cycle: 0.33 0.26 0.35 0.26 0.26 0.40 0.50 0.50 0.50 0.60 0.50 0.50

Green/Cycle: 0.33 0.26 0.09 0.26 0.26 0.10 0.50 0.50 0.50 0.60 0.50 0.50

Volume/Cap: 0.45 0.58 0.30 0.07 0.62 0.37 0.16 0.62 0.62 0.33 0.39 0.02

Level Of Service Module:

Uniform Del: 29.1 35.7 28.0 30.3 35.6 24.2 14.7 19.7 19.7 11.0 16.8 13.7

IncremntDel: 0.2 0.7 0.3 0.0 1.2 0.8 0.1 1.9 1.9 0.2 0.3 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Delay/Veh: 29.3 36.3 28.2 30.3 36.8 25.0 14.8 21.6 21.6 11.2 17.1 13.7

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 29.3 36.3 28.2 30.3 36.8 25.0 14.8 21.6 21.6 11.2 17.1 13.7

LOS by Move: C D C C D C B C C B B B

HCM2kAvgQ: 7.4 8.6 2.8 0.9 9.9 2.8 2.3 4.5 4.5 5.8 7.2 0.2

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:31:00 2019 Page 31

2019 Sunday Existing TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #7: Fortesque Rd & Hendon St

Average Delay (sec/veh): 1.3 Worst Case Level Of Service: B[13.3]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 3 Feb 2020 <<

Base Vol: 0 0 0 0 0 60 58 246 0 0 260 4

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 0 0 60 58 246 0 0 260 4

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 0 0 0 0 61 59 250 0 0 264 4

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 0 0 61 59 250 0 0 264 4

Critical Gap Module:

Critical Gp: **** **** **** **** **** 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** **** **** 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** **** **** 552 **** **** **** **** **** 309

Potent Cap.: **** **** **** **** **** 498 **** **** **** **** **** 1263

Move Cap.: **** **** **** **** **** 497 **** **** **** **** **** 1263

Volume/Cap: **** **** **** **** **** 0.12 **** **** **** **** **** 0.00

Level Of Service Module:

2Way95thQ: **** **** **** **** **** 0.4 **** **** **** **** **** 0.0

Control Del: **** **** **** **** **** 13.3 **** **** **** **** **** 7.9

LOS by Move: * * * * * B * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** **** **** **** **** **** **** 1

SharedQueue: **** **** **** **** **** **** **** **** **** **** **** 0.0

Shrd ConDel: **** **** **** **** **** **** **** **** **** **** **** 7.9

Shared LOS: * * * * * * * * * * * A

ApproachDel: **** 13.3 **** ****

ApproachLOS: * B * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:31:00 2019 Page 35

2019 Sunday Existing TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #8: Hendon St & Percy St

Average Delay (sec/veh): 0.4 Worst Case Level Of Service: B[11.1]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 7 0 10 0 0 0 0 242 4 2 257 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 7 0 10 0 0 0 0 242 4 2 257 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 7 0 10 0 0 0 0 246 4 2 261 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 7 0 10 0 0 0 0 246 4 2 261 0

Critical Gap Module:

Critical Gp: 6.2 6.5 6.4 **** **** **** **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 3.5 **** **** **** **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 262 516 516 **** **** **** **** **** 263 **** **** ****

Potent Cap.: 781 466 522 **** **** **** **** **** 1313 **** **** ****

Move Cap.: 781 464 521 **** **** **** **** **** 1313 **** **** ****

Volume/Cap: 0.01 0.00 0.02 **** **** **** **** **** 0.00 **** **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 0.0 **** **** ****

Control Del: **** **** **** **** **** **** **** **** 7.8 **** **** ****

LOS by Move: * * * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 604 **** **** **** **** **** **** 1 **** **** ****

SharedQueue: **** 0.1 **** **** **** **** **** **** 0.0 **** **** ****

Shrd ConDel: **** 11.1 **** **** **** **** **** **** 7.8 **** **** ****

Shared LOS: * B * * * * * * A * * *

ApproachDel: 11.1 **** **** ****

ApproachLOS: B * * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:31:00 2019 Page 39

2019 Sunday Existing TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #9: Bezuidenhout St & Paddock St

Average Delay (sec/veh): 0.0 Worst Case Level Of Service: A[9.2]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Uncontrolled Uncontrolled Stop Sign Stop Sign

Lefts Include Include Include Include

Lanes: 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 0 223 0 1 184 0 0 0 0 1 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 223 0 1 184 0 0 0 0 1 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97

PHF Volume: 0 231 0 1 191 0 0 0 0 1 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 231 0 1 191 0 0 0 0 1 0 0

Critical Gap Module:

Critical Gp: **** **** **** **** **** **** **** **** **** 6.2 **** ****

FollowUpTim: **** **** **** **** **** **** **** **** **** 3.3 **** ****

Capacity Module:

Cnflict Vol: **** **** **** **** **** **** **** **** **** 191 **** ****

Potent Cap.: **** **** **** **** **** **** **** **** **** 856 **** ****

Move Cap.: **** **** **** **** **** **** **** **** **** 856 **** ****

Volume/Cap: **** **** **** **** **** **** **** **** **** 0.00 **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** 0.0 **** ****

Control Del: **** **** **** **** **** **** **** **** **** 9.2 **** ****

LOS by Move: * * * * * * * * * A * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** **** **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** **** **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** **** **** **** **** **** **** ****

Shared LOS: * * * * * * * * * * * *

ApproachDel: **** **** **** 9.2

ApproachLOS: * * * A

Note: Queue reported is the number of cars per lane.

Mon Feb 25 11:58:08 2019 Page 41

2019 Sunday Existing TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #11: Highlands St & Back-of-House Access

Average Delay (sec/veh): 2.9 Worst Case Level Of Service: A[8.4]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 1 0 0 0 0 0 0 1! 0 0 0 0 0 0 1

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 0 0 0 19 0 0 0 0 0 0 0 35

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 19 0 0 0 0 0 0 0 35

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95

PHF Volume: 0 0 0 20 0 0 0 0 0 0 0 37

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 20 0 0 0 0 0 0 0 37

Critical Gap Module:

Critical Gp: 6.2 6.5 7.1 6.2 **** **** **** **** **** **** **** 4.1

FollowUpTim: 3.3 4.0 3.5 3.3 **** **** **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: 0 74 84 0 **** **** **** **** **** **** **** 0

Potent Cap.: 1091 820 908 1091 **** **** **** **** **** **** **** 1636

Move Cap.: 1091 802 876 1091 **** **** **** **** **** **** **** 1636

Volume/Cap: 0.00 0.00 0.00 0.02 **** **** **** **** **** **** **** 0.02

Level Of Service Module:

2Way95thQ: **** **** **** 0.1 **** **** **** **** **** **** **** 0.1

Control Del: **** **** **** 8.4 **** **** **** **** **** **** **** 7.3

LOS by Move: * * * A * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 0 **** **** **** **** **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** **** **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** **** **** **** **** **** **** ****

Shared LOS: * * * * * * * * * * * *

ApproachDel: **** 8.4 **** ****

ApproachLOS: * A * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:31:00 2019 Page 43

2019 Sunday Existing TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #12: Charlton Access Rd & South Ln

Average Delay (sec/veh): 1.0 Worst Case Level Of Service: A[8.4]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Uncontrolled Uncontrolled Stop Sign Stop Sign

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0

Volume Module:

Base Vol: 0 0 0 5 10 0 0 0 0 2 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 5 10 0 0 0 0 2 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Volume: 0 0 0 5 10 0 0 0 0 2 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 5 10 0 0 0 0 2 0 0

Critical Gap Module:

Critical Gp: **** **** **** **** **** **** **** **** **** 6.2 **** ****

FollowUpTim: **** **** **** **** **** **** **** **** **** 3.3 **** ****

Capacity Module:

Cnflict Vol: **** **** **** **** **** **** **** **** **** 13 **** ****

Potent Cap.: **** **** **** **** **** **** **** **** **** 1074 **** ****

Move Cap.: **** **** **** **** **** **** **** **** **** 1074 **** ****

Volume/Cap: **** **** **** **** **** **** **** **** **** 0.00 **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** 0.0 **** ****

Control Del: **** **** **** **** **** **** **** **** **** 8.4 **** ****

LOS by Move: * * * * * * * * * A * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** **** **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** **** **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** **** **** **** **** **** **** ****

Shared LOS: * * * * * * * * * * * *

ApproachDel: **** **** **** 8.4

ApproachLOS: * * * A

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:31:00 2019 Page 47

2019 Sunday Existing TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday Existing Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #14:

Average Delay (sec/veh): 0.0 Worst Case Level Of Service: A[0.0]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0

Volume Module:

Base Vol: 0 0 0 0 0 0 0 23 0 0 33 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 0 0 0 0 23 0 0 33 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Volume: 0 0 0 0 0 0 0 23 0 0 33 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 0 0 0 0 23 0 0 33 0

Critical Gap Module:

Critical Gp: **** **** **** **** **** **** **** **** **** **** **** ****

FollowUpTim: **** **** **** **** **** **** **** **** **** **** **** ****

Capacity Module:

Cnflict Vol: **** **** **** **** **** **** **** **** **** **** **** ****

Potent Cap.: **** **** **** **** **** **** **** **** **** **** **** ****

Move Cap.: **** **** **** **** **** **** **** **** **** **** **** ****

Volume/Cap: **** **** **** **** **** **** **** **** **** **** **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** ****

Control Del: **** **** **** **** **** **** **** **** **** **** **** ****

LOS by Move: * * * * * * * * * * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** **** **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** **** **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** **** **** **** **** **** **** ****

Shared LOS: * * * * * * * * * * * *

ApproachDel: **** **** **** ****

ApproachLOS: * * * *

Note: Queue reported is the number of cars per lane.

TRAFFIC IMPACT STUDY YEOVILLE RCG CHURCH

2019 Thursday PM Existing + Development Traffic Volumes

Fri Feb 22 12:31:49 2019 Page 2

2019 Thursday PM + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #1: Grafton St & Percy St

Average Delay (sec/veh): 4.8 Worst Case Level Of Service: A[8.9]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 31 Jan 2019 <<

Base Vol: 0 0 0 65 0 16 23 5 0 0 3 38

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 35 0 16 22 4 0 0 3 30

Added Vol: 0 0 0 30 0 0 1 1 0 0 0 8

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 65 0 16 23 5 0 0 3 38

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89

PHF Volume: 0 0 0 73 0 18 26 6 0 0 3 43

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 73 0 18 26 6 0 0 3 43

Critical Gap Module:

Critical Gp: **** **** **** 6.2 6.5 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** 19 107 107 **** **** **** **** **** 32

Potent Cap.: **** **** **** 1066 786 895 **** **** **** **** **** 1594

Move Cap.: **** **** **** 1066 765 876 **** **** **** **** **** 1594

Volume/Cap: **** **** **** 0.07 0.00 0.02 **** **** **** **** **** 0.03

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.1

Control Del: **** **** **** **** **** **** **** **** **** **** **** 7.3

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** 1022 **** **** **** **** **** **** 14

SharedQueue: **** **** **** **** 0.3 **** **** **** **** **** **** 0.1

Shrd ConDel: **** **** **** **** 8.9 **** **** **** **** **** **** 7.3

Shared LOS: * * * * A * * * * * * A

ApproachDel: **** 8.9 **** ****

ApproachLOS: * A * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:31:49 2019 Page 4

2019 Thursday PM + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #2: Percy St & Highlands St

Average Delay (sec/veh): 3.6 Worst Case Level Of Service: A[8.7]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 35 0 10 0 0 0 0 7 49 6 3 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 29 0 9 0 0 0 0 7 25 1 3 0

Added Vol: 6 0 1 0 0 0 0 0 24 5 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 35 0 10 0 0 0 0 7 49 6 3 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93

PHF Volume: 38 0 11 0 0 0 0 8 53 6 3 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 38 0 11 0 0 0 0 8 53 6 3 0

Critical Gap Module:

Critical Gp: 6.2 6.5 6.4 **** **** **** **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 3.5 **** **** **** **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 6 119 119 **** **** **** **** **** 10 **** **** ****

Potent Cap.: 1082 775 881 **** **** **** **** **** 1623 **** **** ****

Move Cap.: 1082 749 859 **** **** **** **** **** 1623 **** **** ****

Volume/Cap: 0.03 0.00 0.01 **** **** **** **** **** 0.03 **** **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 0.1 **** **** ****

Control Del: **** **** **** **** **** **** **** **** 7.3 **** **** ****

LOS by Move: * * * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 1023 **** **** **** **** **** **** 8 **** **** ****

SharedQueue: **** 0.1 **** **** **** **** **** **** 0.1 **** **** ****

Shrd ConDel: **** 8.7 **** **** **** **** **** **** 7.3 **** **** ****

Shared LOS: * A * * * * * * A * * *

ApproachDel: 8.7 **** **** ****

ApproachLOS: A * * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:31:49 2019 Page 7

2019 Thursday PM + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #3: Harley St & Cavendish Rd

Average Delay (sec/veh): 3.0 Worst Case Level Of Service: C[16.5]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 0 0 0 6 0 133 94 282 0 0 235 7

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 6 0 128 93 282 0 0 232 7

Added Vol: 0 0 0 0 0 5 1 0 0 0 3 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 6 0 133 94 282 0 0 235 7

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93

PHF Volume: 0 0 0 6 0 142 101 302 0 0 252 7

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 6 0 142 101 302 0 0 252 7

Critical Gap Module:

Critical Gp: **** **** **** 6.2 6.5 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** 352 619 619 **** **** **** **** **** 403

Potent Cap.: **** **** **** 696 407 456 **** **** **** **** **** 1167

Move Cap.: **** **** **** 696 405 453 **** **** **** **** **** 1167

Volume/Cap: **** **** **** 0.01 0.00 0.31 **** **** **** **** **** 0.01

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.0

Control Del: **** **** **** **** **** **** **** **** **** **** **** 8.1

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** 460 **** **** **** **** **** **** 1

SharedQueue: **** **** **** **** 1.4 **** **** **** **** **** **** 0.0

Shrd ConDel: **** **** **** **** 16.5 **** **** **** **** **** **** 8.1

Shared LOS: * * * * C * * * * * * A

ApproachDel: **** 16.5 **** ****

ApproachLOS: * C * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:31:49 2019 Page 11

2019 Thursday PM + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #4: Bezuidenhout St & Durban Rd

Average Delay (sec/veh): 5.8 Worst Case Level Of Service: B[12.0]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 6 18 0 0 26 227 281 0 4 0 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 6 17 0 0 21 224 281 0 4 0 0 0

Added Vol: 0 1 0 0 5 3 0 0 0 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 6 18 0 0 26 227 281 0 4 0 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96

PHF Volume: 6 19 0 0 27 236 292 0 4 0 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 6 19 0 0 27 236 292 0 4 0 0 0

Critical Gap Module:

Critical Gp: 6.2 6.5 **** **** 6.5 7.1 **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 **** **** 4.0 3.5 **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 0 300 **** **** 154 164 **** **** 0 **** **** ****

Potent Cap.: 1091 616 **** **** 741 806 **** **** 1636 **** **** ****

Move Cap.: 1091 614 **** **** 739 781 **** **** 1636 **** **** ****

Volume/Cap: 0.01 0.03 **** **** 0.04 0.30 **** **** 0.00 **** **** ****

Level Of Service Module:

2Way95thQ: 0.0 0.1 **** **** **** **** **** **** 0.0 **** **** ****

Control Del: 8.3 11.0 **** **** **** **** **** **** 7.2 **** **** ****

LOS by Move: A B * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** 776 **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** 1.5 **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** 12.0 **** **** **** **** **** ****

Shared LOS: * * * * * B * * * * * *

ApproachDel: 10.4 12.0 **** ****

ApproachLOS: B B * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:31:49 2019 Page 15

2019 Thursday PM + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #5: Grafton Rd & Hendon St

Average Delay (sec/veh): 1.5 Worst Case Level Of Service: D[27.0]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 1! 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 48 8 2 0 10 34 63 453 83 5 522 5

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 40 7 2 0 7 31 63 453 56 5 513 5

Added Vol: 8 1 0 0 3 3 0 0 27 0 9 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 48 8 2 0 10 34 63 453 83 5 522 5

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

PHF Volume: 52 9 2 0 11 37 68 491 90 5 566 5

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 52 9 2 0 11 37 68 491 90 5 566 5

Critical Gap Module:

Critical Gp: 5.3 5.4 5.5 **** 5.4 5.5 **** **** 3.5 **** **** 3.5

FollowUpTim: 2.3 2.6 3.1 **** 2.6 3.1 **** **** 2.1 **** **** 2.1

Capacity Module:

Cnflict Vol: 439 1294 1291 **** 1258 1290 **** **** 572 **** **** 560

Potent Cap.: 826 268 268 **** 280 235 **** **** 1157 **** **** 1166

Move Cap.: 826 245 242 **** 256 200 **** **** 1157 **** **** 1166

Volume/Cap: 0.06 0.04 0.01 **** 0.04 0.18 **** **** 0.08 **** **** 0.00

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 0.3 **** **** 0.0

Control Del: **** **** **** **** **** **** **** **** 8.4 **** **** 8.1

LOS by Move: * * * * * * * * A * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 586 **** **** **** 211 **** **** **** **** **** ****

SharedQueue: **** 0.4 **** **** **** 0.8 **** **** **** **** **** ****

Shrd ConDel: **** 11.9 **** **** **** 27.0 **** **** **** **** **** ****

Shared LOS: * B * * * D * * * * * *

ApproachDel: 11.9 27.0 **** ****

ApproachLOS: B D * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:31:49 2019 Page 24

2019 Thursday PM + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Operations Method (Future Volume Alternative)

Index #6: Joe Slovo Dr & Hendon St

Cycle (sec): 110 Critical Vol./Cap.(X): 1.147

Loss Time (sec): 15 Average Delay (sec/veh): 63.1

Optimal Cycle: 180 Level Of Service: E

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Protected+Permitted Protected+Permitted Permitted Permitted

Lefts Include Include Include Ovl

Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0

Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0

Lanes: 0 1 2 0 2 1 1 1 0 1 1 0 1 1 1 0 1 0 0 1

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 285 1112 303 59 1937 92 158 242 257 380 247 15

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 285 1112 295 45 1927 92 158 236 252 366 245 11

Added Vol: 0 0 8 14 10 0 0 6 5 14 2 4

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 285 1112 303 59 1937 92 158 242 257 380 247 15

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99

PHF Volume: 287 1120 305 59 1951 93 159 244 259 383 249 15

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 287 1120 305 59 1951 93 159 244 259 383 249 15

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Final Vol.: 287 1120 305 59 1951 93 159 244 259 383 249 15

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.88 0.88 0.76 0.95 0.95 0.95 0.85 0.55 0.55 0.91 0.91 0.59

Lanes: 0.61 2.39 2.00 1.00 2.00 1.00 1.00 1.45 1.55 0.61 0.39 1.00

Final Sat.: 1025 4001 2883 1798 3596 1805 1615 1507 1601 1047 680 1125

Capacity Analysis Module:

Vol/Sat: 0.28 0.28 0.11 0.03 0.54 0.05 0.10 0.16 0.16 0.37 0.37 0.01

Crit Moves: **** **** ****

Green/Cycle: 0.46 0.46 0.55 0.47 0.47 0.59 0.31 0.31 0.31 0.40 0.31 0.31

Green/Cycle: 0.46 0.46 0.08 0.47 0.47 0.09 0.31 0.31 0.31 0.40 0.31 0.31

Volume/Cap: 0.60 0.60 0.27 0.07 1.16 0.35 0.31 0.51 0.51 0.92 1.16 0.04

Level Of Service Module:

Uniform Del: 21.9 21.9 12.5 16.2 29.3 12.6 28.7 30.8 30.8 31.5 37.7 26.2

IncremntDel: 0.5 0.5 0.1 0.0 80.2 0.8 0.4 0.5 0.5 17.8 92.2 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Delay/Veh: 22.4 22.4 12.6 16.2 109.5 13.4 29.0 31.3 31.3 49.3 129.9 26.3

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 22.4 22.4 12.6 16.2 109.5 13.4 29.0 31.3 31.3 49.3 129.9 26.3

LOS by Move: C C B B F B C C C D F C

HCM2kAvgQ: 13.2 13.2 3.2 1.1 54.8 2.0 4.2 5.4 5.4 24.5 35.3 0.4

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:31:49 2019 Page 33

2019 Thursday PM + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #7: Fortesque Rd & Hendon St

Average Delay (sec/veh): 2.9 Worst Case Level Of Service: C[23.7]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 0 0 0 6 0 114 44 392 0 0 422 4

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 3 0 111 44 392 0 0 416 3

Added Vol: 0 0 0 3 0 3 0 0 0 0 6 1

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 6 0 114 44 392 0 0 422 4

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94

PHF Volume: 0 0 0 6 0 121 47 416 0 0 448 4

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 6 0 121 47 416 0 0 448 4

Critical Gap Module:

Critical Gp: **** **** **** 6.2 6.5 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** 343 840 840 **** **** **** **** **** 462

Potent Cap.: **** **** **** 646 278 310 **** **** **** **** **** 1109

Move Cap.: **** **** **** 646 277 309 **** **** **** **** **** 1109

Volume/Cap: **** **** **** 0.01 0.00 0.39 **** **** **** **** **** 0.00

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.0

Control Del: **** **** **** **** **** **** **** **** **** **** **** 8.3

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** 317 **** **** **** **** **** **** 1

SharedQueue: **** **** **** **** 1.9 **** **** **** **** **** **** 0.0

Shrd ConDel: **** **** **** **** 23.7 **** **** **** **** **** **** 8.3

Shared LOS: * * * * C * * * * * * A

ApproachDel: **** 23.7 **** ****

ApproachLOS: * C * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:31:49 2019 Page 37

2019 Thursday PM + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #8: Hendon St & Percy St

Average Delay (sec/veh): 0.3 Worst Case Level Of Service: C[15.9]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 7 0 11 0 0 0 0 500 6 4 419 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 6 0 10 0 0 0 0 500 3 1 413 0

Added Vol: 1 0 1 0 0 0 0 0 3 3 6 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 7 0 11 0 0 0 0 500 6 4 419 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94

PHF Volume: 7 0 12 0 0 0 0 530 6 4 444 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 7 0 12 0 0 0 0 530 6 4 444 0

Critical Gap Module:

Critical Gp: 6.2 6.5 6.4 **** **** **** **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 3.5 **** **** **** **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 446 990 990 **** **** **** **** **** 449 **** **** ****

Potent Cap.: 616 249 276 **** **** **** **** **** 1122 **** **** ****

Move Cap.: 616 247 275 **** **** **** **** **** 1122 **** **** ****

Volume/Cap: 0.01 0.00 0.04 **** **** **** **** **** 0.01 **** **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 0.0 **** **** ****

Control Del: **** **** **** **** **** **** **** **** 8.2 **** **** ****

LOS by Move: * * * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 350 **** **** **** **** **** **** 1 **** **** ****

SharedQueue: **** 0.2 **** **** **** **** **** **** 0.0 **** **** ****

Shrd ConDel: **** 15.9 **** **** **** **** **** **** 8.2 **** **** ****

Shared LOS: * C * * * * * * A * * *

ApproachDel: 15.9 **** **** ****

ApproachLOS: C * * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:31:49 2019 Page 40

2019 Thursday PM + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #9: Bezuidenhout St & Paddock St

Average Delay (sec/veh): 0.1 Worst Case Level Of Service: B[10.6]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Uncontrolled Uncontrolled Stop Sign Stop Sign

Lefts Include Include Include Include

Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 0 299 1 1 252 0 0 0 0 2 0 1

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 298 1 1 245 0 0 0 0 1 0 1

Added Vol: 0 1 0 0 7 0 0 0 0 1 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 299 1 1 252 0 0 0 0 2 0 1

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96

PHF Volume: 0 311 1 1 262 0 0 0 0 2 0 1

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 311 1 1 262 0 0 0 0 2 0 1

Critical Gap Module:

Critical Gp: **** **** 4.1 **** **** **** **** **** **** 6.2 6.5 6.4

FollowUpTim: **** **** 2.2 **** **** **** **** **** **** 3.3 4.0 3.5

Capacity Module:

Cnflict Vol: **** **** 263 **** **** **** **** **** **** 262 575 575

Potent Cap.: **** **** 1313 **** **** **** **** **** **** 781 431 483

Move Cap.: **** **** 1313 **** **** **** **** **** **** 781 431 483

Volume/Cap: **** **** 0.00 **** **** **** **** **** **** 0.00 0.00 0.00

Level Of Service Module:

2Way95thQ: **** **** 0.0 **** **** **** **** **** **** **** **** ****

Control Del: **** **** 7.7 **** **** **** **** **** **** **** **** ****

LOS by Move: * * A * * * * * * * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** 1 **** **** **** **** **** **** **** 648 ****

SharedQueue: **** **** 0.0 **** **** **** **** **** **** **** 0.0 ****

Shrd ConDel: **** **** 7.7 **** **** **** **** **** **** **** 10.6 ****

Shared LOS: * * A * * * * * * * B *

ApproachDel: **** **** **** 10.6

ApproachLOS: * * * B

Note: Queue reported is the number of cars per lane.

Mon Feb 25 11:58:56 2019 Page 42

2019 Thursday PM + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #11: Highlands St & Back-of-House Access

Average Delay (sec/veh): 5.3 Worst Case Level Of Service: A[9.6]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 1 0 0 0 1! 0 0 1 0 0 0 0 0 0 1! 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 0 6 1 26 22 7 2 0 0 5 0 40

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 26 0 0 0 0 0 0 0 40

Added Vol: 0 6 1 0 22 7 2 0 0 5 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 6 1 26 22 7 2 0 0 5 0 40

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93

PHF Volume: 0 6 1 28 24 8 2 0 0 5 0 43

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 6 1 28 24 8 2 0 0 5 0 43

Critical Gap Module:

Critical Gp: **** 6.5 7.1 6.2 6.5 7.1 **** **** **** **** **** 4.1

FollowUpTim: **** 4.0 3.5 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** 91 100 0 91 92 **** **** **** **** **** 2

Potent Cap.: **** 803 886 1091 803 897 **** **** **** **** **** 1633

Move Cap.: **** 782 826 1091 781 873 **** **** **** **** **** 1633

Volume/Cap: **** 0.01 0.00 0.03 0.03 0.01 **** **** **** **** **** 0.03

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.1

Control Del: **** **** **** **** **** **** **** **** **** **** **** 7.3

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** 788 **** 916 **** **** **** **** **** **** ****

SharedQueue: **** **** 0.0 **** 0.2 **** **** **** **** **** **** ****

Shrd ConDel: **** **** 9.6 **** 9.2 **** **** **** **** **** **** ****

Shared LOS: * * A * A * * * * * * *

ApproachDel: 9.6 9.2 **** ****

ApproachLOS: A A * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:31:49 2019 Page 45

2019 Thursday PM + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #12: Charlton Access Rd & South Ln

Average Delay (sec/veh): 1.5 Worst Case Level Of Service: A[8.5]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Uncontrolled Uncontrolled Stop Sign Stop Sign

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 0 0 0 37 20 0 0 0 0 12 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 10 20 0 0 0 0 5 0 0

Added Vol: 0 0 0 27 0 0 0 0 0 7 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 37 20 0 0 0 0 12 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89

PHF Volume: 0 0 0 42 23 0 0 0 0 14 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 42 23 0 0 0 0 14 0 0

Critical Gap Module:

Critical Gp: **** **** **** **** **** **** **** **** **** 6.2 **** ****

FollowUpTim: **** **** **** **** **** **** **** **** **** 3.3 **** ****

Capacity Module:

Cnflict Vol: **** **** **** **** **** **** **** **** **** 43 **** ****

Potent Cap.: **** **** **** **** **** **** **** **** **** 1033 **** ****

Move Cap.: **** **** **** **** **** **** **** **** **** 1033 **** ****

Volume/Cap: **** **** **** **** **** **** **** **** **** 0.01 **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** 0.0 **** ****

Control Del: **** **** **** **** **** **** **** **** **** 8.5 **** ****

LOS by Move: * * * * * * * * * A * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** **** **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** **** **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** **** **** **** **** **** **** ****

Shared LOS: * * * * * * * * * * * *

ApproachDel: **** **** **** 8.5

ApproachLOS: * * * A

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:31:49 2019 Page 47

2019 Thursday PM + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Thursday PM + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #14:

Average Delay (sec/veh): 0.4 Worst Case Level Of Service: A[8.3]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0

Volume Module:

Base Vol: 2 0 0 0 0 0 0 24 7 0 6 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 0 0 0 0 0 0 0 0 0

Added Vol: 2 0 0 0 0 0 0 24 7 0 6 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 2 0 0 0 0 0 0 24 7 0 6 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Volume: 2 0 0 0 0 0 0 24 7 0 6 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 2 0 0 0 0 0 0 24 7 0 6 0

Critical Gap Module:

Critical Gp: 6.2 **** **** **** **** **** **** **** 4.1 **** **** ****

FollowUpTim: 3.3 **** **** **** **** **** **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 6 **** **** **** **** **** **** **** 6 **** **** ****

Potent Cap.: 1083 **** **** **** **** **** **** **** 1628 **** **** ****

Move Cap.: 1083 **** **** **** **** **** **** **** 1628 **** **** ****

Volume/Cap: 0.00 **** **** **** **** **** **** **** 0.00 **** **** ****

Level Of Service Module:

2Way95thQ: 0.0 **** **** **** **** **** **** **** 0.0 **** **** ****

Control Del: 8.3 **** **** **** **** **** **** **** 7.2 **** **** ****

LOS by Move: A * * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** **** **** **** 1 **** **** ****

SharedQueue: **** **** **** **** **** **** **** **** 0.0 **** **** ****

Shrd ConDel: **** **** **** **** **** **** **** **** 7.2 **** **** ****

Shared LOS: * * * * * * * * A * * *

ApproachDel: 8.3 **** **** ****

ApproachLOS: A * * *

Note: Queue reported is the number of cars per lane.

TRAFFIC IMPACT STUDY YEOVILLE RCG CHURCH

2019 Sunday PM Existing + Development Traffic Volumes

Fri Feb 22 12:32:26 2019 Page 2

2019 Sunday + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #1: Grafton St & Percy St

Average Delay (sec/veh): 9.1 Worst Case Level Of Service: B[11.5]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 0 0 0 459 0 12 26 15 0 0 8 74

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 20 0 12 18 3 0 0 7 26

Added Vol: 0 0 0 439 0 0 8 12 0 0 1 48

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 459 0 12 26 15 0 0 8 74

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96

PHF Volume: 0 0 0 478 0 13 27 16 0 0 8 77

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 478 0 13 27 16 0 0 8 77

Critical Gap Module:

Critical Gp: **** **** **** 6.2 6.5 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** 29 192 192 **** **** **** **** **** 43

Potent Cap.: **** **** **** 1051 707 802 **** **** **** **** **** 1579

Move Cap.: **** **** **** 1051 671 770 **** **** **** **** **** 1579

Volume/Cap: **** **** **** 0.46 0.00 0.02 **** **** **** **** **** 0.05

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.2

Control Del: **** **** **** **** **** **** **** **** **** **** **** 7.4

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** 1042 **** **** **** **** **** **** 10

SharedQueue: **** **** **** **** 2.6 **** **** **** **** **** **** 0.2

Shrd ConDel: **** **** **** **** 11.5 **** **** **** **** **** **** 7.4

Shared LOS: * * * * B * * * * * * A

ApproachDel: **** 11.5 **** ****

ApproachLOS: * B * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:32:26 2019 Page 4

2019 Sunday + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #2: Percy St & Highlands St

Average Delay (sec/veh): 1.9 Worst Case Level Of Service: B[12.5]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 60 0 22 0 0 0 0 6 366 84 9 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 21 0 13 0 0 0 0 6 15 4 9 0

Added Vol: 39 0 9 0 0 0 0 0 351 80 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 60 0 22 0 0 0 0 6 366 84 9 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95

PHF Volume: 63 0 23 0 0 0 0 6 386 89 9 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 63 0 23 0 0 0 0 6 386 89 9 0

Critical Gap Module:

Critical Gp: 6.2 6.5 6.4 **** **** **** **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 3.5 **** **** **** **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 54 832 832 **** **** **** **** **** 98 **** **** ****

Potent Cap.: 1019 307 342 **** **** **** **** **** 1508 **** **** ****

Move Cap.: 1019 207 256 **** **** **** **** **** 1508 **** **** ****

Volume/Cap: 0.06 0.00 0.09 **** **** **** **** **** 0.26 **** **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 1.0 **** **** ****

Control Del: **** **** **** **** **** **** **** **** 8.2 **** **** ****

LOS by Move: * * * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 566 **** **** **** **** **** **** 60 **** **** ****

SharedQueue: **** 0.5 **** **** **** **** **** **** 1.0 **** **** ****

Shrd ConDel: **** 12.5 **** **** **** **** **** **** 8.2 **** **** ****

Shared LOS: * B * * * * * * A * * *

ApproachDel: 12.5 **** **** ****

ApproachLOS: B * * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:32:26 2019 Page 7

2019 Sunday + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #3: Harley St & Cavendish Rd

Average Delay (sec/veh): 4.0 Worst Case Level Of Service: B[14.8]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 0 0 0 8 0 175 74 218 0 0 192 6

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 8 0 95 70 218 0 0 144 6

Added Vol: 0 0 0 0 0 80 4 0 0 0 48 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 8 0 175 74 218 0 0 192 6

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97

PHF Volume: 0 0 0 8 0 181 77 226 0 0 199 6

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 8 0 181 77 226 0 0 199 6

Critical Gap Module:

Critical Gp: **** **** **** 6.2 6.5 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** 264 475 475 **** **** **** **** **** 302

Potent Cap.: **** **** **** 779 491 552 **** **** **** **** **** 1270

Move Cap.: **** **** **** 779 489 550 **** **** **** **** **** 1270

Volume/Cap: **** **** **** 0.01 0.00 0.33 **** **** **** **** **** 0.00

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.0

Control Del: **** **** **** **** **** **** **** **** **** **** **** 7.8

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** 557 **** **** **** **** **** **** 1

SharedQueue: **** **** **** **** 1.5 **** **** **** **** **** **** 0.0

Shrd ConDel: **** **** **** **** 14.8 **** **** **** **** **** **** 7.8

Shared LOS: * * * * B * * * * * * A

ApproachDel: **** 14.8 **** ****

ApproachLOS: * B * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:32:26 2019 Page 11

2019 Sunday + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #4: Bezuidenhout St & Durban Rd

Average Delay (sec/veh): 7.3 Worst Case Level Of Service: B[12.3]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 9 17 0 0 99 201 213 0 7 0 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 9 10 0 0 31 153 213 0 7 0 0 0

Added Vol: 0 7 0 0 68 48 0 0 0 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 9 17 0 0 99 201 213 0 7 0 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97

PHF Volume: 9 18 0 0 103 208 221 0 7 0 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 9 18 0 0 103 208 221 0 7 0 0 0

Critical Gap Module:

Critical Gp: 6.2 6.5 **** **** 6.5 7.1 **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 **** **** 4.0 3.5 **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 0 235 **** **** 125 134 **** **** 0 **** **** ****

Potent Cap.: 1091 669 **** **** 769 843 **** **** 1636 **** **** ****

Move Cap.: 1091 666 **** **** 766 816 **** **** 1636 **** **** ****

Volume/Cap: 0.01 0.03 **** **** 0.13 0.26 **** **** 0.00 **** **** ****

Level Of Service Module:

2Way95thQ: 0.0 0.1 **** **** **** **** **** **** 0.0 **** **** ****

Control Del: 8.3 10.6 **** **** **** **** **** **** 7.2 **** **** ****

LOS by Move: A B * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** 799 **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** 1.9 **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** 12.3 **** **** **** **** **** ****

Shared LOS: * * * * * B * * * * * *

ApproachDel: 9.8 12.3 **** ****

ApproachLOS: A B * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:32:26 2019 Page 15

2019 Sunday + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #5: Grafton Rd & Hendon St

Average Delay (sec/veh): 25.8 Worst Case Level Of Service: F[302.6]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 84 10 1 3 48 68 57 307 431 2 438 2

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 32 6 1 3 8 28 57 307 32 2 311 2

Added Vol: 52 4 0 0 40 40 0 0 399 0 127 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 84 10 1 3 48 68 57 307 431 2 438 2

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 86 10 1 3 49 70 58 314 441 2 448 2

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 86 10 1 3 49 70 58 314 441 2 448 2

Critical Gap Module:

Critical Gp: 5.3 5.4 5.5 5.3 5.4 5.5 **** **** 3.5 **** **** 3.5

FollowUpTim: 2.3 2.6 3.1 2.3 2.6 3.1 **** **** 2.1 **** **** 2.1

Capacity Module:

Cnflict Vol: 409 1716 1705 299 1686 1735 **** **** 450 **** **** 372

Potent Cap.: 938 177 164 1066 184 152 **** **** 1258 **** **** 1328

Move Cap.: 938 95 66 1066 98 81 **** **** 1258 **** **** 1328

Volume/Cap: 0.09 0.11 0.02 0.00 0.50 0.86 **** **** 0.35 **** **** 0.00

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 1.6 **** **** 0.0

Control Del: **** **** **** **** **** **** **** **** 9.4 **** **** 7.7

LOS by Move: * * * * * * * * A * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 452 **** **** 90 **** **** **** **** **** **** ****

SharedQueue: **** 0.8 **** **** 9.1 **** **** **** **** **** **** ****

Shrd ConDel: **** 15.1 **** **** 302.6 **** **** **** **** **** **** ****

Shared LOS: * C * * F * * * * * * *

ApproachDel: 15.1 302.6 **** ****

ApproachLOS: C F * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:32:26 2019 Page 24

2019 Sunday + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Operations Method (Future Volume Alternative)

Index #6: Joe Slovo Dr & Hendon St

Cycle (sec): 110 Critical Vol./Cap.(X): 0.930

Loss Time (sec): 15 Average Delay (sec/veh): 35.8

Optimal Cycle: 137 Level Of Service: D

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Protected+Permitted Protected+Permitted Permitted Permitted

Lefts Include Include Include Ovl

Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0

Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0

Lanes: 0 1 2 0 2 1 1 1 0 1 1 0 1 1 1 0 1 0 0 1

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 215 545 301 233 748 109 133 275 298 355 199 37

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 215 545 191 34 605 109 133 185 218 168 189 15

Added Vol: 0 0 110 199 143 0 0 90 80 187 10 22

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 215 545 301 233 748 109 133 275 298 355 199 37

User Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Volume: 210 532 294 227 730 106 130 268 291 346 194 36

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 210 532 294 227 730 106 130 268 291 346 194 36

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Final Vol.: 210 532 294 227 730 106 130 268 291 346 194 36

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.87 0.87 0.84 0.92 0.92 0.95 0.85 0.20 0.20 0.90 0.90 0.59

Lanes: 0.85 2.15 2.00 1.00 2.00 1.00 1.00 1.44 1.56 0.64 0.36 1.00

Final Sat.: 1405 3562 3177 1741 3481 1805 1615 535 580 1100 617 1117

Capacity Analysis Module:

Vol/Sat: 0.15 0.15 0.09 0.13 0.21 0.06 0.08 0.50 0.50 0.31 0.31 0.03

Crit Moves: **** **** ****

Green/Cycle: 0.30 0.23 0.37 0.23 0.23 0.32 0.54 0.54 0.54 0.64 0.54 0.54

Green/Cycle: 0.30 0.23 0.10 0.23 0.23 0.09 0.54 0.54 0.54 0.64 0.54 0.54

Volume/Cap: 0.49 0.64 0.49 0.58 0.93 0.37 0.15 0.93 0.93 0.49 0.58 0.06

Level Of Service Module:

Uniform Del: 31.4 38.0 21.7 38.0 41.8 22.3 12.7 23.5 23.5 10.5 17.1 12.1

IncremntDel: 0.3 1.2 0.6 0.5 14.3 0.8 0.1 21.2 21.2 0.4 1.0 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Delay/Veh: 31.6 39.3 22.3 38.5 56.0 23.1 12.8 44.7 44.7 10.9 18.0 12.1

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 31.6 39.3 22.3 38.5 56.0 23.1 12.8 44.7 44.7 10.9 18.0 12.1

LOS by Move: C D C D E C B D D B B B

HCM2kAvgQ: 7.7 9.1 4.8 7.8 16.9 3.1 2.2 9.7 9.7 9.7 12.5 0.6

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:32:26 2019 Page 33

2019 Sunday + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #7: Fortesque Rd & Hendon St

Average Delay (sec/veh): 2.7 Worst Case Level Of Service: C[15.2]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 3 Feb 2020 <<

Base Vol: 0 0 0 40 0 100 58 246 0 0 348 8

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 0 0 60 58 246 0 0 260 4

Added Vol: 0 0 0 40 0 40 0 0 0 0 88 4

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 40 0 100 58 246 0 0 348 8

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 0 0 41 0 102 59 250 0 0 354 8

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 41 0 102 59 250 0 0 354 8

Critical Gap Module:

Critical Gp: **** **** **** 6.2 6.5 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** 280 650 650 **** **** **** **** **** 309

Potent Cap.: **** **** **** 764 391 437 **** **** **** **** **** 1263

Move Cap.: **** **** **** 764 388 435 **** **** **** **** **** 1263

Volume/Cap: **** **** **** 0.05 0.00 0.23 **** **** **** **** **** 0.01

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.0

Control Del: **** **** **** **** **** **** **** **** **** **** **** 7.9

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** 496 **** **** **** **** **** **** 1

SharedQueue: **** **** **** **** 1.2 **** **** **** **** **** **** 0.0

Shrd ConDel: **** **** **** **** 15.2 **** **** **** **** **** **** 7.9

Shared LOS: * * * * C * * * * * * A

ApproachDel: **** 15.2 **** ****

ApproachLOS: * C * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:32:26 2019 Page 37

2019 Sunday + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #8: Hendon St & Percy St

Average Delay (sec/veh): 0.5 Worst Case Level Of Service: B[12.9]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 11 0 14 0 0 0 0 242 44 42 345 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 7 0 10 0 0 0 0 242 4 2 257 0

Added Vol: 4 0 4 0 0 0 0 0 40 40 88 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 11 0 14 0 0 0 0 242 44 42 345 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 11 0 14 0 0 0 0 246 45 43 351 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 11 0 14 0 0 0 0 246 45 43 351 0

Critical Gap Module:

Critical Gp: 6.2 6.5 6.4 **** **** **** **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 3.5 **** **** **** **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 372 708 708 **** **** **** **** **** 393 **** **** ****

Potent Cap.: 678 362 404 **** **** **** **** **** 1176 **** **** ****

Move Cap.: 678 348 392 **** **** **** **** **** 1176 **** **** ****

Volume/Cap: 0.02 0.00 0.04 **** **** **** **** **** 0.04 **** **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 0.1 **** **** ****

Control Del: **** **** **** **** **** **** **** **** 8.2 **** **** ****

LOS by Move: * * * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 482 **** **** **** **** **** **** 1 **** **** ****

SharedQueue: **** 0.2 **** **** **** **** **** **** 0.1 **** **** ****

Shrd ConDel: **** 12.9 **** **** **** **** **** **** 8.2 **** **** ****

Shared LOS: * B * * * * * * A * * *

ApproachDel: 12.9 **** **** ****

ApproachLOS: B * * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:32:26 2019 Page 40

2019 Sunday + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #9: Bezuidenhout St & Paddock St

Average Delay (sec/veh): 0.3 Worst Case Level Of Service: A[9.9]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Uncontrolled Uncontrolled Stop Sign Stop Sign

Lefts Include Include Include Include

Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 0 230 1 1 284 0 0 0 0 17 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 223 0 1 184 0 0 0 0 1 0 0

Added Vol: 0 7 1 0 100 0 0 0 0 16 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 230 1 1 284 0 0 0 0 17 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97

PHF Volume: 0 238 1 1 294 0 0 0 0 18 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 238 1 1 294 0 0 0 0 18 0 0

Critical Gap Module:

Critical Gp: **** **** 4.1 **** **** **** **** **** **** 6.2 **** ****

FollowUpTim: **** **** 2.2 **** **** **** **** **** **** 3.3 **** ****

Capacity Module:

Cnflict Vol: **** **** 295 **** **** **** **** **** **** 295 **** ****

Potent Cap.: **** **** 1278 **** **** **** **** **** **** 749 **** ****

Move Cap.: **** **** 1278 **** **** **** **** **** **** 749 **** ****

Volume/Cap: **** **** 0.00 **** **** **** **** **** **** 0.02 **** ****

Level Of Service Module:

2Way95thQ: **** **** 0.0 **** **** **** **** **** **** 0.1 **** ****

Control Del: **** **** 7.8 **** **** **** **** **** **** 9.9 **** ****

LOS by Move: * * A * * * * * * A * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** 1 **** **** **** **** **** **** **** **** ****

SharedQueue: **** **** 0.0 **** **** **** **** **** **** **** **** ****

Shrd ConDel: **** **** 7.8 **** **** **** **** **** **** **** **** ****

Shared LOS: * * A * * * * * * * * *

ApproachDel: **** **** **** 9.9

ApproachLOS: * * * A

Note: Queue reported is the number of cars per lane.

Mon Feb 25 11:59:33 2019 Page 42

2019 Sunday + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #11: Highlands St & Back-of-House Access

Average Delay (sec/veh): 13.6 Worst Case Level Of Service: C[17.3]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 1 0 0 0 1! 0 0 1 0 0 0 0 0 0 1! 0 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 0 37 7 19 330 100 11 0 0 68 0 35

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 19 0 0 0 0 0 0 0 35

Added Vol: 0 37 7 0 330 100 11 0 0 68 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 37 7 19 330 100 11 0 0 68 0 35

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95

PHF Volume: 0 39 7 20 348 105 12 0 0 72 0 37

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 39 7 20 348 105 12 0 0 72 0 37

Critical Gap Module:

Critical Gp: **** 6.5 7.1 6.2 6.5 7.1 **** **** **** **** **** 4.1

FollowUpTim: **** 4.0 3.5 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** 121 284 0 145 129 **** **** **** **** **** 12

Potent Cap.: **** 773 673 1091 750 848 **** **** **** **** **** 1621

Move Cap.: **** 755 407 1091 732 801 **** **** **** **** **** 1621

Volume/Cap: **** 0.05 0.02 0.02 0.48 0.13 **** **** **** **** **** 0.02

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.1

Control Del: **** **** **** **** **** **** **** **** **** **** **** 7.3

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** 665 **** 757 **** **** **** **** **** **** ****

SharedQueue: **** **** 0.2 **** 4.4 **** **** **** **** **** **** ****

Shrd ConDel: **** **** 10.8 **** 17.3 **** **** **** **** **** **** ****

Shared LOS: * * B * C * * * * * * *

ApproachDel: 10.8 17.3 **** ****

ApproachLOS: B C * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:32:26 2019 Page 45

2019 Sunday + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #12: Charlton Access Rd & South Ln

Average Delay (sec/veh): 1.0 Worst Case Level Of Service: A[9.6]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Uncontrolled Uncontrolled Stop Sign Stop Sign

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0

Volume Module:

Base Vol: 0 0 0 403 10 0 0 0 0 46 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 5 10 0 0 0 0 2 0 0

Added Vol: 0 0 0 398 0 0 0 0 0 44 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 403 10 0 0 0 0 46 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Volume: 0 0 0 403 10 0 0 0 0 46 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 403 10 0 0 0 0 46 0 0

Critical Gap Module:

Critical Gp: **** **** **** **** **** **** **** **** **** 6.2 **** ****

FollowUpTim: **** **** **** **** **** **** **** **** **** 3.3 **** ****

Capacity Module:

Cnflict Vol: **** **** **** **** **** **** **** **** **** 212 **** ****

Potent Cap.: **** **** **** **** **** **** **** **** **** 834 **** ****

Move Cap.: **** **** **** **** **** **** **** **** **** 834 **** ****

Volume/Cap: **** **** **** **** **** **** **** **** **** 0.06 **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** 0.2 **** ****

Control Del: **** **** **** **** **** **** **** **** **** 9.6 **** ****

LOS by Move: * * * * * * * * * A * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** **** **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** **** **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** **** **** **** **** **** **** ****

Shared LOS: * * * * * * * * * * * *

ApproachDel: **** **** **** 9.6

ApproachLOS: * * * A

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:32:26 2019 Page 48

2019 Sunday + DevelopmentTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2019 Sunday + Development Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #14:

Average Delay (sec/veh): 0.2 Worst Case Level Of Service: A[8.7]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0

Volume Module:

Base Vol: 11 0 0 0 0 0 0 374 100 0 72 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 0 0 0 0 23 0 0 33 0

Added Vol: 11 0 0 0 0 0 0 351 100 0 39 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 11 0 0 0 0 0 0 374 100 0 72 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Volume: 11 0 0 0 0 0 0 374 100 0 72 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 11 0 0 0 0 0 0 374 100 0 72 0

Critical Gap Module:

Critical Gp: 6.2 **** **** **** **** **** **** **** 4.1 **** **** ****

FollowUpTim: 3.3 **** **** **** **** **** **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 72 **** **** **** **** **** **** **** 72 **** **** ****

Potent Cap.: 996 **** **** **** **** **** **** **** 1541 **** **** ****

Move Cap.: 996 **** **** **** **** **** **** **** 1541 **** **** ****

Volume/Cap: 0.01 **** **** **** **** **** **** **** 0.06 **** **** ****

Level Of Service Module:

2Way95thQ: 0.0 **** **** **** **** **** **** **** 0.2 **** **** ****

Control Del: 8.7 **** **** **** **** **** **** **** 7.5 **** **** ****

LOS by Move: A * * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** **** **** **** 1 **** **** ****

SharedQueue: **** **** **** **** **** **** **** **** 0.2 **** **** ****

Shrd ConDel: **** **** **** **** **** **** **** **** 7.5 **** **** ****

Shared LOS: * * * * * * * * A * * *

ApproachDel: 8.7 **** **** ****

ApproachLOS: A * * *

Note: Queue reported is the number of cars per lane.

TRAFFIC IMPACT STUDY YEOVILLE RCG CHURCH

2024 Thursday PM Background Traffic Volumes

Fri Feb 22 12:35:54 2019 Page 1

2024 Thursday PM BackgroundTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Background Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #1: Grafton St & Percy St

Average Delay (sec/veh): 4.1 Worst Case Level Of Service: A[8.8]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 31 Jan 2019 <<

Base Vol: 0 0 0 35 0 16 22 4 0 0 3 30

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 35 0 16 22 4 0 0 3 30

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89

PHF Volume: 0 0 0 39 0 18 25 5 0 0 3 34

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 39 0 18 25 5 0 0 3 34

Critical Gap Module:

Critical Gp: **** **** **** 6.2 6.5 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** 17 88 88 **** **** **** **** **** 29

Potent Cap.: **** **** **** 1068 806 918 **** **** **** **** **** 1597

Move Cap.: **** **** **** 1068 789 903 **** **** **** **** **** 1597

Volume/Cap: **** **** **** 0.04 0.00 0.02 **** **** **** **** **** 0.02

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.1

Control Del: **** **** **** **** **** **** **** **** **** **** **** 7.3

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** 1010 **** **** **** **** **** **** 11

SharedQueue: **** **** **** **** 0.2 **** **** **** **** **** **** 0.1

Shrd ConDel: **** **** **** **** 8.8 **** **** **** **** **** **** 7.3

Shared LOS: * * * * A * * * * * * A

ApproachDel: **** 8.8 **** ****

ApproachLOS: * A * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:35:54 2019 Page 3

2024 Thursday PM BackgroundTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Background Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #2: Percy St & Highlands St

Average Delay (sec/veh): 4.4 Worst Case Level Of Service: A[8.6]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 29 0 9 0 0 0 0 7 25 1 3 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 29 0 9 0 0 0 0 7 25 1 3 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93

PHF Volume: 31 0 10 0 0 0 0 8 27 1 3 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 31 0 10 0 0 0 0 8 27 1 3 0

Critical Gap Module:

Critical Gp: 6.2 6.5 6.4 **** **** **** **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 3.5 **** **** **** **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 4 65 65 **** **** **** **** **** 4 **** **** ****

Potent Cap.: 1086 830 946 **** **** **** **** **** 1631 **** **** ****

Move Cap.: 1086 816 934 **** **** **** **** **** 1631 **** **** ****

Volume/Cap: 0.03 0.00 0.01 **** **** **** **** **** 0.02 **** **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 0.1 **** **** ****

Control Del: **** **** **** **** **** **** **** **** 7.2 **** **** ****

LOS by Move: * * * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 1045 **** **** **** **** **** **** 5 **** **** ****

SharedQueue: **** 0.1 **** **** **** **** **** **** 0.1 **** **** ****

Shrd ConDel: **** 8.6 **** **** **** **** **** **** 7.2 **** **** ****

Shared LOS: * A * * * * * * A * * *

ApproachDel: 8.6 **** **** ****

ApproachLOS: A * * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:35:54 2019 Page 5

2024 Thursday PM BackgroundTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Background Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #3: Harley St & Cavendish Rd

Average Delay (sec/veh): 2.9 Worst Case Level Of Service: C[16.2]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 0 0 0 6 0 128 93 282 0 0 232 7

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 6 0 128 93 282 0 0 232 7

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93

PHF Volume: 0 0 0 6 0 137 100 302 0 0 248 7

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 6 0 137 100 302 0 0 248 7

Critical Gap Module:

Critical Gp: **** **** **** 6.2 6.5 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** 352 615 615 **** **** **** **** **** 401

Potent Cap.: **** **** **** 696 409 458 **** **** **** **** **** 1168

Move Cap.: **** **** **** 696 407 456 **** **** **** **** **** 1168

Volume/Cap: **** **** **** 0.01 0.00 0.30 **** **** **** **** **** 0.01

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.0

Control Del: **** **** **** **** **** **** **** **** **** **** **** 8.1

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** 463 **** **** **** **** **** **** 1

SharedQueue: **** **** **** **** 1.3 **** **** **** **** **** **** 0.0

Shrd ConDel: **** **** **** **** 16.2 **** **** **** **** **** **** 8.1

Shared LOS: * * * * C * * * * * * A

ApproachDel: **** 16.2 **** ****

ApproachLOS: * C * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:35:54 2019 Page 9

2024 Thursday PM BackgroundTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Background Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #4: Bezuidenhout St & Durban Rd

Average Delay (sec/veh): 5.7 Worst Case Level Of Service: B[11.9]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 6 17 0 0 21 224 281 0 4 0 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 6 17 0 0 21 224 281 0 4 0 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96

PHF Volume: 6 18 0 0 22 233 292 0 4 0 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 6 18 0 0 22 233 292 0 4 0 0 0

Critical Gap Module:

Critical Gp: 6.2 6.5 **** **** 6.5 7.1 **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 **** **** 4.0 3.5 **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 0 300 **** **** 154 163 **** **** 0 **** **** ****

Potent Cap.: 1091 616 **** **** 741 806 **** **** 1636 **** **** ****

Move Cap.: 1091 614 **** **** 739 783 **** **** 1636 **** **** ****

Volume/Cap: 0.01 0.03 **** **** 0.03 0.30 **** **** 0.00 **** **** ****

Level Of Service Module:

2Way95thQ: 0.0 0.1 **** **** **** **** **** **** 0.0 **** **** ****

Control Del: 8.3 11.0 **** **** **** **** **** **** 7.2 **** **** ****

LOS by Move: A B * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** 779 **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** 1.4 **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** 11.9 **** **** **** **** **** ****

Shared LOS: * * * * * B * * * * * *

ApproachDel: 10.3 11.9 **** ****

ApproachLOS: B B * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:35:54 2019 Page 13

2024 Thursday PM BackgroundTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Background Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #5: Grafton Rd & Hendon St

Average Delay (sec/veh): 1.2 Worst Case Level Of Service: C[23.1]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 1! 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 40 7 2 0 7 31 63 453 56 5 513 5

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 40 7 2 0 7 31 63 453 56 5 513 5

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

PHF Volume: 43 8 2 0 8 34 68 491 61 5 556 5

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 43 8 2 0 8 34 68 491 61 5 556 5

Critical Gap Module:

Critical Gp: 5.3 5.4 5.5 **** 5.4 5.5 **** **** 3.5 **** **** 3.5

FollowUpTim: 2.3 2.6 3.1 **** 2.6 3.1 **** **** 2.1 **** **** 2.1

Capacity Module:

Cnflict Vol: 431 1217 1221 **** 1181 1207 **** **** 562 **** **** 560

Potent Cap.: 836 295 291 **** 308 260 **** **** 1164 **** **** 1166

Move Cap.: 836 278 272 **** 290 231 **** **** 1164 **** **** 1166

Volume/Cap: 0.05 0.03 0.01 **** 0.03 0.15 **** **** 0.05 **** **** 0.00

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 0.2 **** **** 0.0

Control Del: **** **** **** **** **** **** **** **** 8.3 **** **** 8.1

LOS by Move: * * * * * * * * A * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 609 **** **** **** 240 **** **** **** **** **** ****

SharedQueue: **** 0.3 **** **** **** 0.6 **** **** **** **** **** ****

Shrd ConDel: **** 11.5 **** **** **** 23.1 **** **** **** **** **** ****

Shared LOS: * B * * * C * * * * * *

ApproachDel: 11.5 23.1 **** ****

ApproachLOS: B C * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:35:54 2019 Page 17

2024 Thursday PM BackgroundTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Background Traffic Volumes

Level Of Service Computation Report2000 HCM Operations Method (Base Volume Alternative)

Index #6: Joe Slovo Dr & Hendon St

Cycle (sec): 110 Critical Vol./Cap.(X): 1.176

Loss Time (sec): 15 Average Delay (sec/veh): 69.4

Optimal Cycle: 180 Level Of Service: E

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Protected+Permitted Protected+Permitted Permitted Permitted

Lefts Include Include Include Ovl

Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0

Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0

Lanes: 0 1 2 0 2 1 1 1 0 1 1 0 1 1 1 0 1 0 0 1

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 285 1112 295 45 1927 92 158 236 252 366 245 11

Growth Adj: 1.00 1.08 1.00 1.00 1.08 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 285 1198 295 45 2076 92 158 236 252 366 245 11

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99

PHF Volume: 287 1207 297 45 2091 93 159 238 254 369 247 11

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 287 1207 297 45 2091 93 159 238 254 369 247 11

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Final Vol.: 287 1207 297 45 2091 93 159 238 254 369 247 11

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.88 0.88 0.75 0.95 0.95 0.95 0.85 0.55 0.55 0.91 0.91 0.60

Lanes: 0.58 2.42 2.00 1.00 2.00 1.00 1.00 1.45 1.55 0.60 0.40 1.00

Final Sat.: 968 4069 2838 1800 3599 1805 1615 1516 1619 1036 693 1131

Capacity Analysis Module:

Vol/Sat: 0.30 0.30 0.10 0.03 0.58 0.05 0.10 0.16 0.16 0.36 0.36 0.01

Crit Moves: **** **** ****

Green/Cycle: 0.48 0.48 0.56 0.49 0.49 0.61 0.30 0.30 0.30 0.38 0.30 0.30

Green/Cycle: 0.48 0.48 0.08 0.49 0.49 0.08 0.30 0.30 0.30 0.38 0.30 0.30

Volume/Cap: 0.62 0.62 0.26 0.05 1.19 0.36 0.33 0.53 0.53 0.94 1.19 0.03

Level Of Service Module:

Uniform Del: 21.0 21.0 11.7 14.9 28.2 12.2 30.0 32.1 32.1 33.2 38.6 27.3

IncremntDel: 0.5 0.5 0.1 0.0 92.8 0.9 0.4 0.6 0.6 22.6 104.8 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Delay/Veh: 21.5 21.5 11.9 14.9 121.0 13.1 30.4 32.7 32.7 55.8 143.4 27.4

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 21.5 21.5 11.9 14.9 121.0 13.1 30.4 32.7 32.7 55.8 143.4 27.4

LOS by Move: C C B B F B C C C E F C

HCM2kAvgQ: 13.9 13.9 3.0 0.8 61.0 2.0 4.3 5.4 5.4 25.0 35.8 0.3

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:35:54 2019 Page 31

2024 Thursday PM BackgroundTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Background Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #7: Fortesque Rd & Hendon St

Average Delay (sec/veh): 2.7 Worst Case Level Of Service: C[23.2]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 0 0 0 3 0 111 44 392 0 0 416 3

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 3 0 111 44 392 0 0 416 3

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94

PHF Volume: 0 0 0 3 0 118 47 416 0 0 441 3

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 3 0 118 47 416 0 0 441 3

Critical Gap Module:

Critical Gp: **** **** **** 6.2 6.5 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** 344 832 832 **** **** **** **** **** 462

Potent Cap.: **** **** **** 645 282 314 **** **** **** **** **** 1109

Move Cap.: **** **** **** 645 281 313 **** **** **** **** **** 1109

Volume/Cap: **** **** **** 0.00 0.00 0.38 **** **** **** **** **** 0.00

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.0

Control Del: **** **** **** **** **** **** **** **** **** **** **** 8.3

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** 317 **** **** **** **** **** **** 1

SharedQueue: **** **** **** **** 1.7 **** **** **** **** **** **** 0.0

Shrd ConDel: **** **** **** **** 23.2 **** **** **** **** **** **** 8.3

Shared LOS: * * * * C * * * * * * A

ApproachDel: **** 23.2 **** ****

ApproachLOS: * C * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:35:54 2019 Page 35

2024 Thursday PM BackgroundTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Background Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #8: Hendon St & Percy St

Average Delay (sec/veh): 0.3 Worst Case Level Of Service: C[15.7]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 6 0 10 0 0 0 0 500 3 1 413 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 6 0 10 0 0 0 0 500 3 1 413 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94

PHF Volume: 6 0 11 0 0 0 0 530 3 1 438 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 6 0 11 0 0 0 0 530 3 1 438 0

Critical Gap Module:

Critical Gp: 6.2 6.5 6.4 **** **** **** **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 3.5 **** **** **** **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 439 975 975 **** **** **** **** **** 439 **** **** ****

Potent Cap.: 623 253 281 **** **** **** **** **** 1132 **** **** ****

Move Cap.: 623 253 281 **** **** **** **** **** 1132 **** **** ****

Volume/Cap: 0.01 0.00 0.04 **** **** **** **** **** 0.00 **** **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 0.0 **** **** ****

Control Del: **** **** **** **** **** **** **** **** 8.2 **** **** ****

LOS by Move: * * * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 353 **** **** **** **** **** **** 1 **** **** ****

SharedQueue: **** 0.2 **** **** **** **** **** **** 0.0 **** **** ****

Shrd ConDel: **** 15.7 **** **** **** **** **** **** 8.2 **** **** ****

Shared LOS: * C * * * * * * A * * *

ApproachDel: 15.7 **** **** ****

ApproachLOS: C * * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:35:54 2019 Page 39

2024 Thursday PM BackgroundTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Background Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #9: Bezuidenhout St & Paddock St

Average Delay (sec/veh): 0.0 Worst Case Level Of Service: B[11.0]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Uncontrolled Uncontrolled Stop Sign Stop Sign

Lefts Include Include Include Include

Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 0 298 1 1 245 0 0 0 0 1 0 1

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 298 1 1 245 0 0 0 0 1 0 1

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96

PHF Volume: 0 310 1 1 255 0 0 0 0 1 0 1

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 310 1 1 255 0 0 0 0 1 0 1

Critical Gap Module:

Critical Gp: **** **** 4.1 **** **** **** **** **** **** 6.2 6.5 6.4

FollowUpTim: **** **** 2.2 **** **** **** **** **** **** 3.3 4.0 3.5

Capacity Module:

Cnflict Vol: **** **** 256 **** **** **** **** **** **** 255 567 567

Potent Cap.: **** **** 1321 **** **** **** **** **** **** 788 436 488

Move Cap.: **** **** 1321 **** **** **** **** **** **** 788 436 488

Volume/Cap: **** **** 0.00 **** **** **** **** **** **** 0.00 0.00 0.00

Level Of Service Module:

2Way95thQ: **** **** 0.0 **** **** **** **** **** **** **** **** ****

Control Del: **** **** 7.7 **** **** **** **** **** **** **** **** ****

LOS by Move: * * A * * * * * * * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** 1 **** **** **** **** **** **** **** 603 ****

SharedQueue: **** **** 0.0 **** **** **** **** **** **** **** 0.0 ****

Shrd ConDel: **** **** 7.7 **** **** **** **** **** **** **** 11.0 ****

Shared LOS: * * A * * * * * * * B *

ApproachDel: **** **** **** 11.0

ApproachLOS: * * * B

Note: Queue reported is the number of cars per lane.

Mon Feb 25 12:01:49 2019 Page 41

2024 Thursday PM BackgroundTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Background Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #11: Highlands St & Back-of-House Access

Average Delay (sec/veh): 3.3 Worst Case Level Of Service: A[8.4]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 1 0 0 0 0 0 0 1! 0 0 0 0 0 0 1

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 0 0 0 26 0 0 0 0 0 0 0 40

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 26 0 0 0 0 0 0 0 40

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93

PHF Volume: 0 0 0 28 0 0 0 0 0 0 0 43

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 28 0 0 0 0 0 0 0 43

Critical Gap Module:

Critical Gp: 6.2 6.5 7.1 6.2 **** **** **** **** **** **** **** 4.1

FollowUpTim: 3.3 4.0 3.5 3.3 **** **** **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: 0 86 100 0 **** **** **** **** **** **** **** 0

Potent Cap.: 1091 808 886 1091 **** **** **** **** **** **** **** 1636

Move Cap.: 1091 787 846 1091 **** **** **** **** **** **** **** 1636

Volume/Cap: 0.00 0.00 0.00 0.03 **** **** **** **** **** **** **** 0.03

Level Of Service Module:

2Way95thQ: **** **** **** 0.1 **** **** **** **** **** **** **** 0.1

Control Del: **** **** **** 8.4 **** **** **** **** **** **** **** 7.3

LOS by Move: * * * A * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 0 **** **** **** **** **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** **** **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** **** **** **** **** **** **** ****

Shared LOS: * * * * * * * * * * * *

ApproachDel: **** 8.4 **** ****

ApproachLOS: * A * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:35:54 2019 Page 43

2024 Thursday PM BackgroundTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Background Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #12: Charlton Access Rd & South Ln

Average Delay (sec/veh): 1.2 Worst Case Level Of Service: A[8.4]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Uncontrolled Uncontrolled Stop Sign Stop Sign

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 0 0 0 10 20 0 0 0 0 5 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 10 20 0 0 0 0 5 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89

PHF Volume: 0 0 0 11 23 0 0 0 0 6 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 11 23 0 0 0 0 6 0 0

Critical Gap Module:

Critical Gp: **** **** **** **** **** **** **** **** **** 6.2 **** ****

FollowUpTim: **** **** **** **** **** **** **** **** **** 3.3 **** ****

Capacity Module:

Cnflict Vol: **** **** **** **** **** **** **** **** **** 28 **** ****

Potent Cap.: **** **** **** **** **** **** **** **** **** 1053 **** ****

Move Cap.: **** **** **** **** **** **** **** **** **** 1053 **** ****

Volume/Cap: **** **** **** **** **** **** **** **** **** 0.01 **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** 0.0 **** ****

Control Del: **** **** **** **** **** **** **** **** **** 8.4 **** ****

LOS by Move: * * * * * * * * * A * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** **** **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** **** **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** **** **** **** **** **** **** ****

Shared LOS: * * * * * * * * * * * *

ApproachDel: **** **** **** 8.4

ApproachLOS: * * * A

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:35:54 2019 Page 47

2024 Thursday PM BackgroundTraffic Volumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Background Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #14:

Average Delay (sec/veh): 0.4 Worst Case Level Of Service: A[8.3]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0

Volume Module:

Base Vol: 2 0 0 0 0 0 0 24 7 0 6 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 0 0 0 0 0 0 0 0 0

Added Vol: 2 0 0 0 0 0 0 24 7 0 6 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 2 0 0 0 0 0 0 24 7 0 6 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Volume: 2 0 0 0 0 0 0 24 7 0 6 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 2 0 0 0 0 0 0 24 7 0 6 0

Critical Gap Module:

Critical Gp: 6.2 **** **** **** **** **** **** **** 4.1 **** **** ****

FollowUpTim: 3.3 **** **** **** **** **** **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 6 **** **** **** **** **** **** **** 6 **** **** ****

Potent Cap.: 1083 **** **** **** **** **** **** **** 1628 **** **** ****

Move Cap.: 1083 **** **** **** **** **** **** **** 1628 **** **** ****

Volume/Cap: 0.00 **** **** **** **** **** **** **** 0.00 **** **** ****

Level Of Service Module:

2Way95thQ: 0.0 **** **** **** **** **** **** **** 0.0 **** **** ****

Control Del: 8.3 **** **** **** **** **** **** **** 7.2 **** **** ****

LOS by Move: A * * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** **** **** **** 1 **** **** ****

SharedQueue: **** **** **** **** **** **** **** **** 0.0 **** **** ****

Shrd ConDel: **** **** **** **** **** **** **** **** 7.2 **** **** ****

Shared LOS: * * * * * * * * A * * *

ApproachDel: 8.3 **** **** ****

ApproachLOS: A * * *

Note: Queue reported is the number of cars per lane.

TRAFFIC IMPACT STUDY YEOVILLE RCG CHURCH

2024 Sunday PM Background Traffic Volumes

Fri Feb 22 12:36:52 2019 Page 1

2024 Sunday Background TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Background Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #1: Grafton St & Percy St

Average Delay (sec/veh): 3.2 Worst Case Level Of Service: A[8.7]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 0 0 0 20 0 12 18 3 0 0 7 26

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 20 0 12 18 3 0 0 7 26

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96

PHF Volume: 0 0 0 21 0 13 19 3 0 0 7 27

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 21 0 13 19 3 0 0 7 27

Critical Gap Module:

Critical Gp: **** **** **** 6.2 6.5 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** 13 74 74 **** **** **** **** **** 22

Potent Cap.: **** **** **** 1074 820 935 **** **** **** **** **** 1607

Move Cap.: **** **** **** 1074 806 922 **** **** **** **** **** 1607

Volume/Cap: **** **** **** 0.02 0.00 0.01 **** **** **** **** **** 0.02

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.1

Control Del: **** **** **** **** **** **** **** **** **** **** **** 7.3

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** 1012 **** **** **** **** **** **** 5

SharedQueue: **** **** **** **** 0.1 **** **** **** **** **** **** 0.1

Shrd ConDel: **** **** **** **** 8.7 **** **** **** **** **** **** 7.3

Shared LOS: * * * * A * * * * * * A

ApproachDel: **** 8.7 **** ****

ApproachLOS: * A * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:36:52 2019 Page 3

2024 Sunday Background TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Background Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #2: Percy St & Highlands St

Average Delay (sec/veh): 4.3 Worst Case Level Of Service: A[8.6]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 21 0 13 0 0 0 0 6 15 4 9 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 21 0 13 0 0 0 0 6 15 4 9 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95

PHF Volume: 22 0 14 0 0 0 0 6 16 4 9 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 22 0 14 0 0 0 0 6 16 4 9 0

Critical Gap Module:

Critical Gp: 6.2 6.5 6.4 **** **** **** **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 3.5 **** **** **** **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 12 50 50 **** **** **** **** **** 14 **** **** ****

Potent Cap.: 1075 846 965 **** **** **** **** **** 1618 **** **** ****

Move Cap.: 1075 837 957 **** **** **** **** **** 1618 **** **** ****

Volume/Cap: 0.02 0.00 0.01 **** **** **** **** **** 0.01 **** **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 0.0 **** **** ****

Control Del: **** **** **** **** **** **** **** **** 7.2 **** **** ****

LOS by Move: * * * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 1027 **** **** **** **** **** **** 3 **** **** ****

SharedQueue: **** 0.1 **** **** **** **** **** **** 0.0 **** **** ****

Shrd ConDel: **** 8.6 **** **** **** **** **** **** 7.2 **** **** ****

Shared LOS: * A * * * * * * A * * *

ApproachDel: 8.6 **** **** ****

ApproachLOS: A * * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:36:52 2019 Page 5

2024 Sunday Background TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Background Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #3: Harley St & Cavendish Rd

Average Delay (sec/veh): 2.3 Worst Case Level Of Service: B[12.3]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 0 0 0 8 0 95 70 218 0 0 144 6

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 8 0 95 70 218 0 0 144 6

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97

PHF Volume: 0 0 0 8 0 98 73 226 0 0 149 6

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 8 0 98 73 226 0 0 149 6

Critical Gap Module:

Critical Gp: **** **** **** 6.2 6.5 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** 262 424 424 **** **** **** **** **** 298

Potent Cap.: **** **** **** 781 525 591 **** **** **** **** **** 1274

Move Cap.: **** **** **** 781 523 589 **** **** **** **** **** 1274

Volume/Cap: **** **** **** 0.01 0.00 0.17 **** **** **** **** **** 0.00

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.0

Control Del: **** **** **** **** **** **** **** **** **** **** **** 7.8

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** 600 **** **** **** **** **** **** 1

SharedQueue: **** **** **** **** 0.6 **** **** **** **** **** **** 0.0

Shrd ConDel: **** **** **** **** 12.3 **** **** **** **** **** **** 7.8

Shared LOS: * * * * B * * * * * * A

ApproachDel: **** 12.3 **** ****

ApproachLOS: * B * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:36:52 2019 Page 9

2024 Sunday Background TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Background Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #4: Bezuidenhout St & Durban Rd

Average Delay (sec/veh): 5.1 Worst Case Level Of Service: B[10.7]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 9 10 0 0 31 153 213 0 7 0 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 9 10 0 0 31 153 213 0 7 0 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97

PHF Volume: 9 10 0 0 32 158 221 0 7 0 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 9 10 0 0 32 158 221 0 7 0 0 0

Critical Gap Module:

Critical Gp: 6.2 6.5 **** **** 6.5 7.1 **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 **** **** 4.0 3.5 **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 0 235 **** **** 125 130 **** **** 0 **** **** ****

Potent Cap.: 1091 669 **** **** 769 847 **** **** 1636 **** **** ****

Move Cap.: 1091 666 **** **** 766 827 **** **** 1636 **** **** ****

Volume/Cap: 0.01 0.02 **** **** 0.04 0.19 **** **** 0.00 **** **** ****

Level Of Service Module:

2Way95thQ: 0.0 0.0 **** **** **** **** **** **** 0.0 **** **** ****

Control Del: 8.3 10.5 **** **** **** **** **** **** 7.2 **** **** ****

LOS by Move: A B * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** 816 **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** 0.9 **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** 10.7 **** **** **** **** **** ****

Shared LOS: * * * * * B * * * * * *

ApproachDel: 9.5 10.7 **** ****

ApproachLOS: A B * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:36:52 2019 Page 13

2024 Sunday Background TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Background Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #5: Grafton Rd & Hendon St

Average Delay (sec/veh): 1.1 Worst Case Level Of Service: B[12.6]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 32 6 1 3 8 28 57 307 32 2 311 2

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 32 6 1 3 8 28 57 307 32 2 311 2

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 33 6 1 3 8 29 58 314 33 2 318 2

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 33 6 1 3 8 29 58 314 33 2 318 2

Critical Gap Module:

Critical Gp: 5.3 5.4 5.5 5.3 5.4 5.5 **** **** 3.5 **** **** 3.5

FollowUpTim: 2.3 2.6 3.1 2.3 2.6 3.1 **** **** 2.1 **** **** 2.1

Capacity Module:

Cnflict Vol: 279 736 738 304 707 726 **** **** 320 **** **** 372

Potent Cap.: 1096 572 508 1065 592 498 **** **** 1377 **** **** 1328

Move Cap.: 1096 558 492 1065 577 470 **** **** 1377 **** **** 1328

Volume/Cap: 0.03 0.01 0.00 0.00 0.01 0.06 **** **** 0.02 **** **** 0.00

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 0.1 **** **** 0.0

Control Del: **** **** **** **** **** **** **** **** 7.7 **** **** 7.7

LOS by Move: * * * * * * * * A * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 929 **** **** 511 **** **** **** **** **** **** ****

SharedQueue: **** 0.1 **** **** 0.3 **** **** **** **** **** **** ****

Shrd ConDel: **** 9.1 **** **** 12.6 **** **** **** **** **** **** ****

Shared LOS: * A * * B * * * * * * *

ApproachDel: 9.1 12.6 **** ****

ApproachLOS: A B * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:36:52 2019 Page 17

2024 Sunday Background TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Background Traffic Volumes

Level Of Service Computation Report2000 HCM Operations Method (Base Volume Alternative)

Index #6: Joe Slovo Dr & Hendon St

Cycle (sec): 110 Critical Vol./Cap.(X): 0.641

Loss Time (sec): 15 Average Delay (sec/veh): 28.4

Optimal Cycle: 60 Level Of Service: C

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Protected+Permitted Protected+Permitted Permitted Permitted

Lefts Include Include Include Ovl

Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0

Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0

Lanes: 0 1 2 0 2 1 1 1 0 1 1 0 1 1 1 0 1 0 0 1

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 215 545 191 34 605 109 133 185 218 168 189 15

Growth Adj: 1.00 1.08 1.00 1.00 1.08 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 215 587 191 34 652 109 133 185 218 168 189 15

User Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Volume: 210 573 186 33 636 106 130 181 213 164 184 15

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 210 573 186 33 636 106 130 181 213 164 184 15

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Final Vol.: 210 573 186 33 636 106 130 181 213 164 184 15

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.87 0.87 0.84 0.94 0.94 0.95 0.85 0.22 0.22 0.93 0.93 0.64

Lanes: 0.80 2.20 2.00 1.00 2.00 1.00 1.00 1.38 1.62 0.47 0.53 1.00

Final Sat.: 1334 3644 3177 1791 3583 1805 1615 569 671 831 935 1208

Capacity Analysis Module:

Vol/Sat: 0.16 0.16 0.06 0.02 0.18 0.06 0.08 0.32 0.32 0.20 0.20 0.01

Crit Moves: **** **** ****

Green/Cycle: 0.34 0.27 0.36 0.28 0.28 0.41 0.50 0.50 0.50 0.59 0.50 0.50

Green/Cycle: 0.34 0.27 0.09 0.28 0.28 0.10 0.50 0.50 0.50 0.59 0.50 0.50

Volume/Cap: 0.46 0.59 0.29 0.07 0.64 0.37 0.16 0.64 0.64 0.34 0.40 0.02

Level Of Service Module:

Uniform Del: 28.2 35.0 27.6 29.3 34.9 23.8 15.3 20.5 20.5 11.7 17.5 14.2

IncremntDel: 0.2 0.7 0.3 0.0 1.4 0.8 0.1 2.3 2.3 0.2 0.3 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Delay/Veh: 28.4 35.6 27.9 29.3 36.3 24.6 15.3 22.8 22.8 11.9 17.8 14.2

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 28.4 35.6 27.9 29.3 36.3 24.6 15.3 22.8 22.8 11.9 17.8 14.2

LOS by Move: C D C C D C B C C B B B

HCM2kAvgQ: 7.7 9.0 2.7 0.9 10.7 2.8 2.4 4.7 4.7 6.0 7.4 0.3

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:36:52 2019 Page 31

2024 Sunday Background TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Background Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #7: Fortesque Rd & Hendon St

Average Delay (sec/veh): 1.3 Worst Case Level Of Service: B[13.3]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 3 Feb 2020 <<

Base Vol: 0 0 0 0 0 60 58 246 0 0 260 4

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 0 0 60 58 246 0 0 260 4

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 0 0 0 0 61 59 250 0 0 264 4

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 0 0 61 59 250 0 0 264 4

Critical Gap Module:

Critical Gp: **** **** **** **** **** 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** **** **** 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** **** **** 552 **** **** **** **** **** 309

Potent Cap.: **** **** **** **** **** 498 **** **** **** **** **** 1263

Move Cap.: **** **** **** **** **** 497 **** **** **** **** **** 1263

Volume/Cap: **** **** **** **** **** 0.12 **** **** **** **** **** 0.00

Level Of Service Module:

2Way95thQ: **** **** **** **** **** 0.4 **** **** **** **** **** 0.0

Control Del: **** **** **** **** **** 13.3 **** **** **** **** **** 7.9

LOS by Move: * * * * * B * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** **** **** **** **** **** **** 1

SharedQueue: **** **** **** **** **** **** **** **** **** **** **** 0.0

Shrd ConDel: **** **** **** **** **** **** **** **** **** **** **** 7.9

Shared LOS: * * * * * * * * * * * A

ApproachDel: **** 13.3 **** ****

ApproachLOS: * B * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:36:52 2019 Page 35

2024 Sunday Background TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Background Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #8: Hendon St & Percy St

Average Delay (sec/veh): 0.4 Worst Case Level Of Service: B[11.1]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 7 0 10 0 0 0 0 242 4 2 257 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 7 0 10 0 0 0 0 242 4 2 257 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 7 0 10 0 0 0 0 246 4 2 261 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 7 0 10 0 0 0 0 246 4 2 261 0

Critical Gap Module:

Critical Gp: 6.2 6.5 6.4 **** **** **** **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 3.5 **** **** **** **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 262 516 516 **** **** **** **** **** 263 **** **** ****

Potent Cap.: 781 466 522 **** **** **** **** **** 1313 **** **** ****

Move Cap.: 781 464 521 **** **** **** **** **** 1313 **** **** ****

Volume/Cap: 0.01 0.00 0.02 **** **** **** **** **** 0.00 **** **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 0.0 **** **** ****

Control Del: **** **** **** **** **** **** **** **** 7.8 **** **** ****

LOS by Move: * * * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 604 **** **** **** **** **** **** 1 **** **** ****

SharedQueue: **** 0.1 **** **** **** **** **** **** 0.0 **** **** ****

Shrd ConDel: **** 11.1 **** **** **** **** **** **** 7.8 **** **** ****

Shared LOS: * B * * * * * * A * * *

ApproachDel: 11.1 **** **** ****

ApproachLOS: B * * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:36:52 2019 Page 39

2024 Sunday Background TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Background Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #9: Bezuidenhout St & Paddock St

Average Delay (sec/veh): 0.0 Worst Case Level Of Service: A[9.2]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Uncontrolled Uncontrolled Stop Sign Stop Sign

Lefts Include Include Include Include

Lanes: 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 0 223 0 1 184 0 0 0 0 1 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 223 0 1 184 0 0 0 0 1 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97

PHF Volume: 0 231 0 1 191 0 0 0 0 1 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 231 0 1 191 0 0 0 0 1 0 0

Critical Gap Module:

Critical Gp: **** **** **** **** **** **** **** **** **** 6.2 **** ****

FollowUpTim: **** **** **** **** **** **** **** **** **** 3.3 **** ****

Capacity Module:

Cnflict Vol: **** **** **** **** **** **** **** **** **** 191 **** ****

Potent Cap.: **** **** **** **** **** **** **** **** **** 856 **** ****

Move Cap.: **** **** **** **** **** **** **** **** **** 856 **** ****

Volume/Cap: **** **** **** **** **** **** **** **** **** 0.00 **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** 0.0 **** ****

Control Del: **** **** **** **** **** **** **** **** **** 9.2 **** ****

LOS by Move: * * * * * * * * * A * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** **** **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** **** **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** **** **** **** **** **** **** ****

Shared LOS: * * * * * * * * * * * *

ApproachDel: **** **** **** 9.2

ApproachLOS: * * * A

Note: Queue reported is the number of cars per lane.

Mon Feb 25 12:02:34 2019 Page 41

2024 Sunday Background TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Background Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #11: Highlands St & Back-of-House Access

Average Delay (sec/veh): 2.9 Worst Case Level Of Service: A[8.4]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 1 0 0 0 0 0 0 1! 0 0 0 0 0 0 1

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 0 0 0 19 0 0 0 0 0 0 0 35

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 19 0 0 0 0 0 0 0 35

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95

PHF Volume: 0 0 0 20 0 0 0 0 0 0 0 37

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 20 0 0 0 0 0 0 0 37

Critical Gap Module:

Critical Gp: 6.2 6.5 7.1 6.2 **** **** **** **** **** **** **** 4.1

FollowUpTim: 3.3 4.0 3.5 3.3 **** **** **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: 0 74 84 0 **** **** **** **** **** **** **** 0

Potent Cap.: 1091 820 908 1091 **** **** **** **** **** **** **** 1636

Move Cap.: 1091 802 876 1091 **** **** **** **** **** **** **** 1636

Volume/Cap: 0.00 0.00 0.00 0.02 **** **** **** **** **** **** **** 0.02

Level Of Service Module:

2Way95thQ: **** **** **** 0.1 **** **** **** **** **** **** **** 0.1

Control Del: **** **** **** 8.4 **** **** **** **** **** **** **** 7.3

LOS by Move: * * * A * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 0 **** **** **** **** **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** **** **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** **** **** **** **** **** **** ****

Shared LOS: * * * * * * * * * * * *

ApproachDel: **** 8.4 **** ****

ApproachLOS: * A * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:36:52 2019 Page 43

2024 Sunday Background TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Background Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #12: Charlton Access Rd & South Ln

Average Delay (sec/veh): 1.0 Worst Case Level Of Service: A[8.4]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Uncontrolled Uncontrolled Stop Sign Stop Sign

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0

Volume Module:

Base Vol: 0 0 0 5 10 0 0 0 0 2 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 5 10 0 0 0 0 2 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Volume: 0 0 0 5 10 0 0 0 0 2 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 5 10 0 0 0 0 2 0 0

Critical Gap Module:

Critical Gp: **** **** **** **** **** **** **** **** **** 6.2 **** ****

FollowUpTim: **** **** **** **** **** **** **** **** **** 3.3 **** ****

Capacity Module:

Cnflict Vol: **** **** **** **** **** **** **** **** **** 13 **** ****

Potent Cap.: **** **** **** **** **** **** **** **** **** 1074 **** ****

Move Cap.: **** **** **** **** **** **** **** **** **** 1074 **** ****

Volume/Cap: **** **** **** **** **** **** **** **** **** 0.00 **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** 0.0 **** ****

Control Del: **** **** **** **** **** **** **** **** **** 8.4 **** ****

LOS by Move: * * * * * * * * * A * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** **** **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** **** **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** **** **** **** **** **** **** ****

Shared LOS: * * * * * * * * * * * *

ApproachDel: **** **** **** 8.4

ApproachLOS: * * * A

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:36:52 2019 Page 47

2024 Sunday Background TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Background Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)

Index #14:

Average Delay (sec/veh): 0.0 Worst Case Level Of Service: A[0.0]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0

Volume Module:

Base Vol: 0 0 0 0 0 0 0 23 0 0 33 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 0 0 0 0 23 0 0 33 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Volume: 0 0 0 0 0 0 0 23 0 0 33 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 0 0 0 0 23 0 0 33 0

Critical Gap Module:

Critical Gp: **** **** **** **** **** **** **** **** **** **** **** ****

FollowUpTim: **** **** **** **** **** **** **** **** **** **** **** ****

Capacity Module:

Cnflict Vol: **** **** **** **** **** **** **** **** **** **** **** ****

Potent Cap.: **** **** **** **** **** **** **** **** **** **** **** ****

Move Cap.: **** **** **** **** **** **** **** **** **** **** **** ****

Volume/Cap: **** **** **** **** **** **** **** **** **** **** **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** ****

Control Del: **** **** **** **** **** **** **** **** **** **** **** ****

LOS by Move: * * * * * * * * * * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** **** **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** **** **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** **** **** **** **** **** **** ****

Shared LOS: * * * * * * * * * * * *

ApproachDel: **** **** **** ****

ApproachLOS: * * * *

Note: Queue reported is the number of cars per lane.

TRAFFIC IMPACT STUDY YEOVILLE RCG CHURCH

2024 Thursday PM Background + Development Traffic Volumes

Fri Feb 22 12:37:34 2019 Page 2

2024 Thursday PM Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Total Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #1: Grafton St & Percy St

Average Delay (sec/veh): 4.8 Worst Case Level Of Service: A[8.9]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 31 Jan 2019 <<

Base Vol: 0 0 0 65 0 16 23 5 0 0 3 38

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 35 0 16 22 4 0 0 3 30

Added Vol: 0 0 0 30 0 0 1 1 0 0 0 8

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 65 0 16 23 5 0 0 3 38

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89

PHF Volume: 0 0 0 73 0 18 26 6 0 0 3 43

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 73 0 18 26 6 0 0 3 43

Critical Gap Module:

Critical Gp: **** **** **** 6.2 6.5 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** 19 107 107 **** **** **** **** **** 32

Potent Cap.: **** **** **** 1066 786 895 **** **** **** **** **** 1594

Move Cap.: **** **** **** 1066 765 876 **** **** **** **** **** 1594

Volume/Cap: **** **** **** 0.07 0.00 0.02 **** **** **** **** **** 0.03

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.1

Control Del: **** **** **** **** **** **** **** **** **** **** **** 7.3

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** 1022 **** **** **** **** **** **** 14

SharedQueue: **** **** **** **** 0.3 **** **** **** **** **** **** 0.1

Shrd ConDel: **** **** **** **** 8.9 **** **** **** **** **** **** 7.3

Shared LOS: * * * * A * * * * * * A

ApproachDel: **** 8.9 **** ****

ApproachLOS: * A * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:37:34 2019 Page 4

2024 Thursday PM Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Total Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #2: Percy St & Highlands St

Average Delay (sec/veh): 3.6 Worst Case Level Of Service: A[8.7]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 35 0 10 0 0 0 0 7 49 6 3 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 29 0 9 0 0 0 0 7 25 1 3 0

Added Vol: 6 0 1 0 0 0 0 0 24 5 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 35 0 10 0 0 0 0 7 49 6 3 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93

PHF Volume: 38 0 11 0 0 0 0 8 53 6 3 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 38 0 11 0 0 0 0 8 53 6 3 0

Critical Gap Module:

Critical Gp: 6.2 6.5 6.4 **** **** **** **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 3.5 **** **** **** **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 6 119 119 **** **** **** **** **** 10 **** **** ****

Potent Cap.: 1082 775 881 **** **** **** **** **** 1623 **** **** ****

Move Cap.: 1082 749 859 **** **** **** **** **** 1623 **** **** ****

Volume/Cap: 0.03 0.00 0.01 **** **** **** **** **** 0.03 **** **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 0.1 **** **** ****

Control Del: **** **** **** **** **** **** **** **** 7.3 **** **** ****

LOS by Move: * * * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 1023 **** **** **** **** **** **** 8 **** **** ****

SharedQueue: **** 0.1 **** **** **** **** **** **** 0.1 **** **** ****

Shrd ConDel: **** 8.7 **** **** **** **** **** **** 7.3 **** **** ****

Shared LOS: * A * * * * * * A * * *

ApproachDel: 8.7 **** **** ****

ApproachLOS: A * * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:37:34 2019 Page 7

2024 Thursday PM Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Total Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #3: Harley St & Cavendish Rd

Average Delay (sec/veh): 3.0 Worst Case Level Of Service: C[16.5]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 0 0 0 6 0 133 94 282 0 0 235 7

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 6 0 128 93 282 0 0 232 7

Added Vol: 0 0 0 0 0 5 1 0 0 0 3 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 6 0 133 94 282 0 0 235 7

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93

PHF Volume: 0 0 0 6 0 142 101 302 0 0 252 7

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 6 0 142 101 302 0 0 252 7

Critical Gap Module:

Critical Gp: **** **** **** 6.2 6.5 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** 352 619 619 **** **** **** **** **** 403

Potent Cap.: **** **** **** 696 407 456 **** **** **** **** **** 1167

Move Cap.: **** **** **** 696 405 453 **** **** **** **** **** 1167

Volume/Cap: **** **** **** 0.01 0.00 0.31 **** **** **** **** **** 0.01

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.0

Control Del: **** **** **** **** **** **** **** **** **** **** **** 8.1

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** 460 **** **** **** **** **** **** 1

SharedQueue: **** **** **** **** 1.4 **** **** **** **** **** **** 0.0

Shrd ConDel: **** **** **** **** 16.5 **** **** **** **** **** **** 8.1

Shared LOS: * * * * C * * * * * * A

ApproachDel: **** 16.5 **** ****

ApproachLOS: * C * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:37:34 2019 Page 11

2024 Thursday PM Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Total Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #4: Bezuidenhout St & Durban Rd

Average Delay (sec/veh): 5.8 Worst Case Level Of Service: B[12.0]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 6 18 0 0 26 227 281 0 4 0 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 6 17 0 0 21 224 281 0 4 0 0 0

Added Vol: 0 1 0 0 5 3 0 0 0 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 6 18 0 0 26 227 281 0 4 0 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96

PHF Volume: 6 19 0 0 27 236 292 0 4 0 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 6 19 0 0 27 236 292 0 4 0 0 0

Critical Gap Module:

Critical Gp: 6.2 6.5 **** **** 6.5 7.1 **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 **** **** 4.0 3.5 **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 0 300 **** **** 154 164 **** **** 0 **** **** ****

Potent Cap.: 1091 616 **** **** 741 806 **** **** 1636 **** **** ****

Move Cap.: 1091 614 **** **** 739 781 **** **** 1636 **** **** ****

Volume/Cap: 0.01 0.03 **** **** 0.04 0.30 **** **** 0.00 **** **** ****

Level Of Service Module:

2Way95thQ: 0.0 0.1 **** **** **** **** **** **** 0.0 **** **** ****

Control Del: 8.3 11.0 **** **** **** **** **** **** 7.2 **** **** ****

LOS by Move: A B * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** 776 **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** 1.5 **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** 12.0 **** **** **** **** **** ****

Shared LOS: * * * * * B * * * * * *

ApproachDel: 10.4 12.0 **** ****

ApproachLOS: B B * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:37:34 2019 Page 15

2024 Thursday PM Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Total Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #5: Grafton Rd & Hendon St

Average Delay (sec/veh): 1.5 Worst Case Level Of Service: D[27.0]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 1! 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 48 8 2 0 10 34 63 453 83 5 522 5

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 40 7 2 0 7 31 63 453 56 5 513 5

Added Vol: 8 1 0 0 3 3 0 0 27 0 9 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 48 8 2 0 10 34 63 453 83 5 522 5

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92

PHF Volume: 52 9 2 0 11 37 68 491 90 5 566 5

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 52 9 2 0 11 37 68 491 90 5 566 5

Critical Gap Module:

Critical Gp: 5.3 5.4 5.5 **** 5.4 5.5 **** **** 3.5 **** **** 3.5

FollowUpTim: 2.3 2.6 3.1 **** 2.6 3.1 **** **** 2.1 **** **** 2.1

Capacity Module:

Cnflict Vol: 438 1294 1291 **** 1258 1290 **** **** 572 **** **** 560

Potent Cap.: 826 268 268 **** 280 235 **** **** 1157 **** **** 1166

Move Cap.: 826 245 242 **** 256 200 **** **** 1157 **** **** 1166

Volume/Cap: 0.06 0.04 0.01 **** 0.04 0.18 **** **** 0.08 **** **** 0.00

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 0.3 **** **** 0.0

Control Del: **** **** **** **** **** **** **** **** 8.4 **** **** 8.1

LOS by Move: * * * * * * * * A * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 586 **** **** **** 211 **** **** **** **** **** ****

SharedQueue: **** 0.4 **** **** **** 0.8 **** **** **** **** **** ****

Shrd ConDel: **** 11.9 **** **** **** 27.0 **** **** **** **** **** ****

Shared LOS: * B * * * D * * * * * *

ApproachDel: 11.9 27.0 **** ****

ApproachLOS: B D * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:37:34 2019 Page 24

2024 Thursday PM Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Total Traffic Volumes

Level Of Service Computation Report2000 HCM Operations Method (Future Volume Alternative)

Index #6: Joe Slovo Dr & Hendon St

Cycle (sec): 110 Critical Vol./Cap.(X): 1.192

Loss Time (sec): 15 Average Delay (sec/veh): 72.9

Optimal Cycle: 180 Level Of Service: E

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Protected+Permitted Protected+Permitted Permitted Permitted

Lefts Include Include Include Ovl

Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0

Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0

Lanes: 0 1 2 0 2 1 1 1 0 1 1 0 1 1 1 0 1 0 0 1

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 285 1112 303 59 1937 92 158 242 257 380 247 15

Growth Adj: 1.00 1.08 1.00 1.00 1.08 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 285 1198 295 45 2076 92 158 236 252 366 245 11

Added Vol: 0 0 8 14 10 0 0 6 5 14 2 4

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 285 1198 303 59 2086 92 158 242 257 380 247 15

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99

PHF Volume: 287 1207 305 59 2101 93 159 244 259 383 249 15

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 287 1207 305 59 2101 93 159 244 259 383 249 15

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Final Vol.: 287 1207 305 59 2101 93 159 244 259 383 249 15

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.88 0.88 0.74 0.95 0.95 0.95 0.85 0.55 0.55 0.91 0.91 0.59

Lanes: 0.58 2.42 2.00 1.00 2.00 1.00 1.00 1.45 1.55 0.61 0.39 1.00

Final Sat.: 968 4069 2816 1798 3596 1805 1615 1515 1609 1047 680 1121

Capacity Analysis Module:

Vol/Sat: 0.30 0.30 0.11 0.03 0.58 0.05 0.10 0.16 0.16 0.37 0.37 0.01

Crit Moves: **** **** ****

Green/Cycle: 0.48 0.48 0.56 0.48 0.48 0.61 0.30 0.30 0.30 0.38 0.30 0.30

Green/Cycle: 0.48 0.48 0.08 0.48 0.48 0.08 0.30 0.30 0.30 0.38 0.30 0.30

Volume/Cap: 0.62 0.62 0.27 0.07 1.21 0.37 0.33 0.53 0.53 0.96 1.21 0.04

Level Of Service Module:

Uniform Del: 21.2 21.2 11.9 15.2 28.5 12.4 29.7 31.9 31.9 33.2 38.4 27.2

IncremntDel: 0.5 0.5 0.1 0.0 100.6 0.9 0.4 0.6 0.6 25.3 111.9 0.1

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Delay/Veh: 21.7 21.7 12.0 15.2 129.1 13.3 30.1 32.5 32.5 58.5 150.3 27.2

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 21.7 21.7 12.0 15.2 129.1 13.3 30.1 32.5 32.5 58.5 150.3 27.2

LOS by Move: C C B B F B C C C E F C

HCM2kAvgQ: 14.0 14.0 3.1 1.1 62.7 2.0 4.2 5.6 5.6 26.2 37.4 0.4

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:37:34 2019 Page 33

2024 Thursday PM Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Total Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #7: Fortesque Rd & Hendon St

Average Delay (sec/veh): 2.9 Worst Case Level Of Service: C[23.8]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 0 0 0 6 0 114 44 392 0 0 422 4

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 3 0 111 44 392 0 0 416 3

Added Vol: 0 0 0 3 0 3 0 0 0 0 6 1

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 6 0 114 44 392 0 0 422 4

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94

PHF Volume: 0 0 0 6 0 121 47 416 0 0 448 4

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 6 0 121 47 416 0 0 448 4

Critical Gap Module:

Critical Gp: **** **** **** 6.2 6.5 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** 339 838 838 **** **** **** **** **** 462

Potent Cap.: **** **** **** 647 278 310 **** **** **** **** **** 1109

Move Cap.: **** **** **** 647 277 309 **** **** **** **** **** 1109

Volume/Cap: **** **** **** 0.01 0.00 0.39 **** **** **** **** **** 0.00

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.0

Control Del: **** **** **** **** **** **** **** **** **** **** **** 8.3

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** 317 **** **** **** **** **** **** 1

SharedQueue: **** **** **** **** 1.9 **** **** **** **** **** **** 0.0

Shrd ConDel: **** **** **** **** 23.8 **** **** **** **** **** **** 8.3

Shared LOS: * * * * C * * * * * * A

ApproachDel: **** 23.8 **** ****

ApproachLOS: * C * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:37:34 2019 Page 37

2024 Thursday PM Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Total Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #8: Hendon St & Percy St

Average Delay (sec/veh): 0.3 Worst Case Level Of Service: C[15.9]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 7 0 11 0 0 0 0 500 6 4 419 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 6 0 10 0 0 0 0 500 3 1 413 0

Added Vol: 1 0 1 0 0 0 0 0 3 3 6 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 7 0 11 0 0 0 0 500 6 4 419 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94

PHF Volume: 7 0 12 0 0 0 0 530 6 4 444 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 7 0 12 0 0 0 0 530 6 4 444 0

Critical Gap Module:

Critical Gp: 6.2 6.5 6.4 **** **** **** **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 3.5 **** **** **** **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 446 990 990 **** **** **** **** **** 449 **** **** ****

Potent Cap.: 616 249 276 **** **** **** **** **** 1122 **** **** ****

Move Cap.: 616 247 275 **** **** **** **** **** 1122 **** **** ****

Volume/Cap: 0.01 0.00 0.04 **** **** **** **** **** 0.01 **** **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 0.0 **** **** ****

Control Del: **** **** **** **** **** **** **** **** 8.2 **** **** ****

LOS by Move: * * * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 350 **** **** **** **** **** **** 1 **** **** ****

SharedQueue: **** 0.2 **** **** **** **** **** **** 0.0 **** **** ****

Shrd ConDel: **** 15.9 **** **** **** **** **** **** 8.2 **** **** ****

Shared LOS: * C * * * * * * A * * *

ApproachDel: 15.9 **** **** ****

ApproachLOS: C * * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:37:34 2019 Page 40

2024 Thursday PM Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Total Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #9: Bezuidenhout St & Paddock St

Average Delay (sec/veh): 0.1 Worst Case Level Of Service: B[10.6]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Uncontrolled Uncontrolled Stop Sign Stop Sign

Lefts Include Include Include Include

Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 0 299 1 1 252 0 0 0 0 2 0 1

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 298 1 1 245 0 0 0 0 1 0 1

Added Vol: 0 1 0 0 7 0 0 0 0 1 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 299 1 1 252 0 0 0 0 2 0 1

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96

PHF Volume: 0 311 1 1 262 0 0 0 0 2 0 1

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 311 1 1 262 0 0 0 0 2 0 1

Critical Gap Module:

Critical Gp: **** **** 4.1 **** **** **** **** **** **** 6.2 6.5 6.4

FollowUpTim: **** **** 2.2 **** **** **** **** **** **** 3.3 4.0 3.5

Capacity Module:

Cnflict Vol: **** **** 263 **** **** **** **** **** **** 262 575 575

Potent Cap.: **** **** 1313 **** **** **** **** **** **** 781 431 483

Move Cap.: **** **** 1313 **** **** **** **** **** **** 781 431 483

Volume/Cap: **** **** 0.00 **** **** **** **** **** **** 0.00 0.00 0.00

Level Of Service Module:

2Way95thQ: **** **** 0.0 **** **** **** **** **** **** **** **** ****

Control Del: **** **** 7.7 **** **** **** **** **** **** **** **** ****

LOS by Move: * * A * * * * * * * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** 1 **** **** **** **** **** **** **** 648 ****

SharedQueue: **** **** 0.0 **** **** **** **** **** **** **** 0.0 ****

Shrd ConDel: **** **** 7.7 **** **** **** **** **** **** **** 10.6 ****

Shared LOS: * * A * * * * * * * B *

ApproachDel: **** **** **** 10.6

ApproachLOS: * * * B

Note: Queue reported is the number of cars per lane.

Mon Feb 25 12:03:15 2019 Page 42

2024 Thursday PM Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Total Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #11: Highlands St & Back-of-House Access

Average Delay (sec/veh): 5.3 Worst Case Level Of Service: A[9.6]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 1 0 0 0 1! 0 0 1 0 0 0 0 0 0 1! 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 0 6 1 26 22 7 2 0 0 5 0 40

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 26 0 0 0 0 0 0 0 40

Added Vol: 0 6 1 0 22 7 2 0 0 5 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 6 1 26 22 7 2 0 0 5 0 40

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93

PHF Volume: 0 6 1 28 24 8 2 0 0 5 0 43

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 6 1 28 24 8 2 0 0 5 0 43

Critical Gap Module:

Critical Gp: **** 6.5 7.1 6.2 6.5 7.1 **** **** **** **** **** 4.1

FollowUpTim: **** 4.0 3.5 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** 91 100 0 91 92 **** **** **** **** **** 2

Potent Cap.: **** 803 886 1091 803 897 **** **** **** **** **** 1633

Move Cap.: **** 782 826 1091 781 873 **** **** **** **** **** 1633

Volume/Cap: **** 0.01 0.00 0.03 0.03 0.01 **** **** **** **** **** 0.03

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.1

Control Del: **** **** **** **** **** **** **** **** **** **** **** 7.3

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** 788 **** 916 **** **** **** **** **** **** ****

SharedQueue: **** **** 0.0 **** 0.2 **** **** **** **** **** **** ****

Shrd ConDel: **** **** 9.6 **** 9.2 **** **** **** **** **** **** ****

Shared LOS: * * A * A * * * * * * *

ApproachDel: 9.6 9.2 **** ****

ApproachLOS: A A * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:37:34 2019 Page 45

2024 Thursday PM Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Total Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #12: Charlton Access Rd & South Ln

Average Delay (sec/veh): 1.5 Worst Case Level Of Service: A[8.5]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Uncontrolled Uncontrolled Stop Sign Stop Sign

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 0 0 0 37 20 0 0 0 0 12 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 10 20 0 0 0 0 5 0 0

Added Vol: 0 0 0 27 0 0 0 0 0 7 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 37 20 0 0 0 0 12 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89

PHF Volume: 0 0 0 42 23 0 0 0 0 14 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 42 23 0 0 0 0 14 0 0

Critical Gap Module:

Critical Gp: **** **** **** **** **** **** **** **** **** 6.2 **** ****

FollowUpTim: **** **** **** **** **** **** **** **** **** 3.3 **** ****

Capacity Module:

Cnflict Vol: **** **** **** **** **** **** **** **** **** 43 **** ****

Potent Cap.: **** **** **** **** **** **** **** **** **** 1033 **** ****

Move Cap.: **** **** **** **** **** **** **** **** **** 1033 **** ****

Volume/Cap: **** **** **** **** **** **** **** **** **** 0.01 **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** 0.0 **** ****

Control Del: **** **** **** **** **** **** **** **** **** 8.5 **** ****

LOS by Move: * * * * * * * * * A * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** **** **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** **** **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** **** **** **** **** **** **** ****

Shared LOS: * * * * * * * * * * * *

ApproachDel: **** **** **** 8.5

ApproachLOS: * * * A

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:37:34 2019 Page 47

2024 Thursday PM Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Thursday PM Total Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #14:

Average Delay (sec/veh): 0.4 Worst Case Level Of Service: A[8.3]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0

Volume Module:

Base Vol: 2 0 0 0 0 0 0 24 7 0 6 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 0 0 0 0 0 0 0 0 0

Added Vol: 2 0 0 0 0 0 0 24 7 0 6 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 2 0 0 0 0 0 0 24 7 0 6 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Volume: 2 0 0 0 0 0 0 24 7 0 6 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 2 0 0 0 0 0 0 24 7 0 6 0

Critical Gap Module:

Critical Gp: 6.2 **** **** **** **** **** **** **** 4.1 **** **** ****

FollowUpTim: 3.3 **** **** **** **** **** **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 6 **** **** **** **** **** **** **** 6 **** **** ****

Potent Cap.: 1083 **** **** **** **** **** **** **** 1628 **** **** ****

Move Cap.: 1083 **** **** **** **** **** **** **** 1628 **** **** ****

Volume/Cap: 0.00 **** **** **** **** **** **** **** 0.00 **** **** ****

Level Of Service Module:

2Way95thQ: 0.0 **** **** **** **** **** **** **** 0.0 **** **** ****

Control Del: 8.3 **** **** **** **** **** **** **** 7.2 **** **** ****

LOS by Move: A * * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** **** **** **** 1 **** **** ****

SharedQueue: **** **** **** **** **** **** **** **** 0.0 **** **** ****

Shrd ConDel: **** **** **** **** **** **** **** **** 7.2 **** **** ****

Shared LOS: * * * * * * * * A * * *

ApproachDel: 8.3 **** **** ****

ApproachLOS: A * * *

Note: Queue reported is the number of cars per lane.

TRAFFIC IMPACT STUDY YEOVILLE RCG CHURCH

2024 Sunday PM Background + Development Traffic Volumes

Fri Feb 22 12:38:12 2019 Page 2

2024 Sunday Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Total Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #1: Grafton St & Percy St

Average Delay (sec/veh): 9.1 Worst Case Level Of Service: B[11.5]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 0 0 0 459 0 12 26 15 0 0 8 74

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 20 0 12 18 3 0 0 7 26

Added Vol: 0 0 0 439 0 0 8 12 0 0 1 48

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 459 0 12 26 15 0 0 8 74

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96

PHF Volume: 0 0 0 478 0 13 27 16 0 0 8 77

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 478 0 13 27 16 0 0 8 77

Critical Gap Module:

Critical Gp: **** **** **** 6.2 6.5 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** 29 192 192 **** **** **** **** **** 43

Potent Cap.: **** **** **** 1051 707 802 **** **** **** **** **** 1579

Move Cap.: **** **** **** 1051 671 770 **** **** **** **** **** 1579

Volume/Cap: **** **** **** 0.46 0.00 0.02 **** **** **** **** **** 0.05

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.2

Control Del: **** **** **** **** **** **** **** **** **** **** **** 7.4

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** 1042 **** **** **** **** **** **** 10

SharedQueue: **** **** **** **** 2.6 **** **** **** **** **** **** 0.2

Shrd ConDel: **** **** **** **** 11.5 **** **** **** **** **** **** 7.4

Shared LOS: * * * * B * * * * * * A

ApproachDel: **** 11.5 **** ****

ApproachLOS: * B * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:38:12 2019 Page 4

2024 Sunday Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Total Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #2: Percy St & Highlands St

Average Delay (sec/veh): 1.9 Worst Case Level Of Service: B[12.5]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0

Volume Module: >> Count Date: 3 Jan 2019 <<

Base Vol: 60 0 22 0 0 0 0 6 366 84 9 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 21 0 13 0 0 0 0 6 15 4 9 0

Added Vol: 39 0 9 0 0 0 0 0 351 80 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 60 0 22 0 0 0 0 6 366 84 9 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95

PHF Volume: 63 0 23 0 0 0 0 6 386 89 9 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 63 0 23 0 0 0 0 6 386 89 9 0

Critical Gap Module:

Critical Gp: 6.2 6.5 6.4 **** **** **** **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 3.5 **** **** **** **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 54 832 832 **** **** **** **** **** 98 **** **** ****

Potent Cap.: 1019 307 342 **** **** **** **** **** 1508 **** **** ****

Move Cap.: 1019 207 256 **** **** **** **** **** 1508 **** **** ****

Volume/Cap: 0.06 0.00 0.09 **** **** **** **** **** 0.26 **** **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 1.0 **** **** ****

Control Del: **** **** **** **** **** **** **** **** 8.2 **** **** ****

LOS by Move: * * * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 566 **** **** **** **** **** **** 60 **** **** ****

SharedQueue: **** 0.5 **** **** **** **** **** **** 1.0 **** **** ****

Shrd ConDel: **** 12.5 **** **** **** **** **** **** 8.2 **** **** ****

Shared LOS: * B * * * * * * A * * *

ApproachDel: 12.5 **** **** ****

ApproachLOS: B * * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:38:12 2019 Page 7

2024 Sunday Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Total Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #3: Harley St & Cavendish Rd

Average Delay (sec/veh): 4.0 Worst Case Level Of Service: B[14.8]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 0 0 0 8 0 175 74 218 0 0 192 6

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 8 0 95 70 218 0 0 144 6

Added Vol: 0 0 0 0 0 80 4 0 0 0 48 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 8 0 175 74 218 0 0 192 6

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97

PHF Volume: 0 0 0 8 0 181 77 226 0 0 199 6

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 8 0 181 77 226 0 0 199 6

Critical Gap Module:

Critical Gp: **** **** **** 6.2 6.5 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** 264 475 475 **** **** **** **** **** 302

Potent Cap.: **** **** **** 779 491 552 **** **** **** **** **** 1270

Move Cap.: **** **** **** 779 489 550 **** **** **** **** **** 1270

Volume/Cap: **** **** **** 0.01 0.00 0.33 **** **** **** **** **** 0.00

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.0

Control Del: **** **** **** **** **** **** **** **** **** **** **** 7.8

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** 557 **** **** **** **** **** **** 1

SharedQueue: **** **** **** **** 1.5 **** **** **** **** **** **** 0.0

Shrd ConDel: **** **** **** **** 14.8 **** **** **** **** **** **** 7.8

Shared LOS: * * * * B * * * * * * A

ApproachDel: **** 14.8 **** ****

ApproachLOS: * B * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:38:12 2019 Page 11

2024 Sunday Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Total Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #4: Bezuidenhout St & Durban Rd

Average Delay (sec/veh): 7.3 Worst Case Level Of Service: B[12.3]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 9 17 0 0 99 201 213 0 7 0 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 9 10 0 0 31 153 213 0 7 0 0 0

Added Vol: 0 7 0 0 68 48 0 0 0 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 9 17 0 0 99 201 213 0 7 0 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97

PHF Volume: 9 18 0 0 103 208 221 0 7 0 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 9 18 0 0 103 208 221 0 7 0 0 0

Critical Gap Module:

Critical Gp: 6.2 6.5 **** **** 6.5 7.1 **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 **** **** 4.0 3.5 **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 0 235 **** **** 125 134 **** **** 0 **** **** ****

Potent Cap.: 1091 669 **** **** 769 843 **** **** 1636 **** **** ****

Move Cap.: 1091 666 **** **** 766 816 **** **** 1636 **** **** ****

Volume/Cap: 0.01 0.03 **** **** 0.13 0.26 **** **** 0.00 **** **** ****

Level Of Service Module:

2Way95thQ: 0.0 0.1 **** **** **** **** **** **** 0.0 **** **** ****

Control Del: 8.3 10.6 **** **** **** **** **** **** 7.2 **** **** ****

LOS by Move: A B * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** 799 **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** 1.9 **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** 12.3 **** **** **** **** **** ****

Shared LOS: * * * * * B * * * * * *

ApproachDel: 9.8 12.3 **** ****

ApproachLOS: A B * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:38:12 2019 Page 15

2024 Sunday Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Total Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #5: Grafton Rd & Hendon St

Average Delay (sec/veh): 25.7 Worst Case Level Of Service: F[301.5]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 84 10 1 3 48 68 57 307 431 2 438 2

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 32 6 1 3 8 28 57 307 32 2 311 2

Added Vol: 52 4 0 0 40 40 0 0 399 0 127 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 84 10 1 3 48 68 57 307 431 2 438 2

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 86 10 1 3 49 70 58 314 441 2 448 2

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 86 10 1 3 49 70 58 314 441 2 448 2

Critical Gap Module:

Critical Gp: 5.3 5.4 5.5 5.3 5.4 5.5 **** **** 3.5 **** **** 3.5

FollowUpTim: 2.3 2.6 3.1 2.3 2.6 3.1 **** **** 2.1 **** **** 2.1

Capacity Module:

Cnflict Vol: 411 1715 1705 301 1686 1735 **** **** 450 **** **** 372

Potent Cap.: 938 178 164 1066 184 152 **** **** 1258 **** **** 1328

Move Cap.: 938 95 66 1066 98 81 **** **** 1258 **** **** 1328

Volume/Cap: 0.09 0.11 0.02 0.00 0.50 0.86 **** **** 0.35 **** **** 0.00

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 1.6 **** **** 0.0

Control Del: **** **** **** **** **** **** **** **** 9.4 **** **** 7.7

LOS by Move: * * * * * * * * A * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 452 **** **** 90 **** **** **** **** **** **** ****

SharedQueue: **** 0.8 **** **** 9.1 **** **** **** **** **** **** ****

Shrd ConDel: **** 15.1 **** **** 301.5 **** **** **** **** **** **** ****

Shared LOS: * C * * F * * * * * * *

ApproachDel: 15.1 301.5 **** ****

ApproachLOS: C F * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:38:12 2019 Page 24

2024 Sunday Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Total Traffic Volumes

Level Of Service Computation Report2000 HCM Operations Method (Future Volume Alternative)

Index #6: Joe Slovo Dr & Hendon St

Cycle (sec): 110 Critical Vol./Cap.(X): 0.923

Loss Time (sec): 15 Average Delay (sec/veh): 35.3

Optimal Cycle: 133 Level Of Service: D

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Protected+Permitted Protected+Permitted Permitted Permitted

Lefts Include Include Include Ovl

Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0

Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0

Lanes: 0 1 2 0 2 1 1 1 0 1 1 0 1 1 1 0 1 0 0 1

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 215 545 301 233 748 109 133 275 298 355 199 37

Growth Adj: 1.00 1.08 1.00 1.00 1.08 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 215 587 191 34 652 109 133 185 218 168 189 15

Added Vol: 0 0 110 199 143 0 0 90 80 187 10 22

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 215 587 301 233 795 109 133 275 298 355 199 37

User Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Volume: 210 573 294 227 776 106 130 268 291 346 194 36

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 210 573 294 227 776 106 130 268 291 346 194 36

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Final Vol.: 210 573 294 227 776 106 130 268 291 346 194 36

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.87 0.87 0.84 0.92 0.92 0.95 0.85 0.20 0.20 0.90 0.90 0.59

Lanes: 0.80 2.20 2.00 1.00 2.00 1.00 1.00 1.44 1.56 0.64 0.36 1.00

Final Sat.: 1334 3644 3177 1744 3487 1805 1615 556 603 1100 617 1115

Capacity Analysis Module:

Vol/Sat: 0.16 0.16 0.09 0.13 0.22 0.06 0.08 0.48 0.48 0.31 0.31 0.03

Crit Moves: **** **** ****

Green/Cycle: 0.31 0.25 0.39 0.24 0.24 0.33 0.52 0.52 0.52 0.62 0.52 0.52

Green/Cycle: 0.31 0.25 0.10 0.24 0.24 0.09 0.52 0.52 0.52 0.62 0.52 0.52

Volume/Cap: 0.50 0.63 0.47 0.54 0.92 0.36 0.15 0.92 0.92 0.51 0.60 0.06

Level Of Service Module:

Uniform Del: 30.7 36.9 21.1 36.4 40.8 21.5 13.6 24.2 24.2 11.4 18.3 13.0

IncremntDel: 0.3 1.1 0.6 0.3 12.8 0.8 0.1 19.9 19.9 0.4 1.2 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Delay/Veh: 31.0 38.0 21.7 36.8 53.5 22.3 13.7 44.1 44.1 11.8 19.5 13.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 31.0 38.0 21.7 36.8 53.5 22.3 13.7 44.1 44.1 11.8 19.5 13.0

LOS by Move: C D C D D C B D D B B B

HCM2kAvgQ: 8.1 9.4 4.7 7.5 17.5 3.0 2.2 9.6 9.6 10.1 13.0 0.6

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:38:12 2019 Page 33

2024 Sunday Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Total Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #7: Fortesque Rd & Hendon St

Average Delay (sec/veh): 2.7 Worst Case Level Of Service: C[15.2]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0

Volume Module: >> Count Date: 3 Feb 2020 <<

Base Vol: 0 0 0 40 0 100 58 246 0 0 348 8

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 0 0 60 58 246 0 0 260 4

Added Vol: 0 0 0 40 0 40 0 0 0 0 88 4

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 40 0 100 58 246 0 0 348 8

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 0 0 41 0 102 59 250 0 0 354 8

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 41 0 102 59 250 0 0 354 8

Critical Gap Module:

Critical Gp: **** **** **** 6.2 6.5 6.4 **** **** **** **** **** 4.1

FollowUpTim: **** **** **** 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** **** **** 280 650 650 **** **** **** **** **** 309

Potent Cap.: **** **** **** 764 391 437 **** **** **** **** **** 1263

Move Cap.: **** **** **** 764 388 435 **** **** **** **** **** 1263

Volume/Cap: **** **** **** 0.05 0.00 0.23 **** **** **** **** **** 0.01

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.0

Control Del: **** **** **** **** **** **** **** **** **** **** **** 7.9

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** 496 **** **** **** **** **** **** 1

SharedQueue: **** **** **** **** 1.2 **** **** **** **** **** **** 0.0

Shrd ConDel: **** **** **** **** 15.2 **** **** **** **** **** **** 7.9

Shared LOS: * * * * C * * * * * * A

ApproachDel: **** 15.2 **** ****

ApproachLOS: * C * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:38:12 2019 Page 37

2024 Sunday Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Total Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #8: Hendon St & Percy St

Average Delay (sec/veh): 0.5 Worst Case Level Of Service: B[12.9]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 11 0 14 0 0 0 0 242 44 42 345 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 7 0 10 0 0 0 0 242 4 2 257 0

Added Vol: 4 0 4 0 0 0 0 0 40 40 88 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 11 0 14 0 0 0 0 242 44 42 345 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 11 0 14 0 0 0 0 246 45 43 351 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 11 0 14 0 0 0 0 246 45 43 351 0

Critical Gap Module:

Critical Gp: 6.2 6.5 6.4 **** **** **** **** **** 4.1 **** **** ****

FollowUpTim: 3.3 4.0 3.5 **** **** **** **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 372 708 708 **** **** **** **** **** 393 **** **** ****

Potent Cap.: 678 362 404 **** **** **** **** **** 1176 **** **** ****

Move Cap.: 678 348 392 **** **** **** **** **** 1176 **** **** ****

Volume/Cap: 0.02 0.00 0.04 **** **** **** **** **** 0.04 **** **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** 0.1 **** **** ****

Control Del: **** **** **** **** **** **** **** **** 8.2 **** **** ****

LOS by Move: * * * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** 482 **** **** **** **** **** **** 1 **** **** ****

SharedQueue: **** 0.2 **** **** **** **** **** **** 0.1 **** **** ****

Shrd ConDel: **** 12.9 **** **** **** **** **** **** 8.2 **** **** ****

Shared LOS: * B * * * * * * A * * *

ApproachDel: 12.9 **** **** ****

ApproachLOS: B * * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:38:12 2019 Page 40

2024 Sunday Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Total Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #9: Bezuidenhout St & Paddock St

Average Delay (sec/veh): 0.3 Worst Case Level Of Service: A[9.9]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Uncontrolled Uncontrolled Stop Sign Stop Sign

Lefts Include Include Include Include

Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 0 230 1 1 284 0 0 0 0 17 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 223 0 1 184 0 0 0 0 1 0 0

Added Vol: 0 7 1 0 100 0 0 0 0 16 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 230 1 1 284 0 0 0 0 17 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97

PHF Volume: 0 238 1 1 294 0 0 0 0 18 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 238 1 1 294 0 0 0 0 18 0 0

Critical Gap Module:

Critical Gp: **** **** 4.1 **** **** **** **** **** **** 6.2 **** ****

FollowUpTim: **** **** 2.2 **** **** **** **** **** **** 3.3 **** ****

Capacity Module:

Cnflict Vol: **** **** 295 **** **** **** **** **** **** 295 **** ****

Potent Cap.: **** **** 1278 **** **** **** **** **** **** 749 **** ****

Move Cap.: **** **** 1278 **** **** **** **** **** **** 749 **** ****

Volume/Cap: **** **** 0.00 **** **** **** **** **** **** 0.02 **** ****

Level Of Service Module:

2Way95thQ: **** **** 0.0 **** **** **** **** **** **** 0.1 **** ****

Control Del: **** **** 7.8 **** **** **** **** **** **** 9.9 **** ****

LOS by Move: * * A * * * * * * A * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** 1 **** **** **** **** **** **** **** **** ****

SharedQueue: **** **** 0.0 **** **** **** **** **** **** **** **** ****

Shrd ConDel: **** **** 7.8 **** **** **** **** **** **** **** **** ****

Shared LOS: * * A * * * * * * * * *

ApproachDel: **** **** **** 9.9

ApproachLOS: * * * A

Note: Queue reported is the number of cars per lane.

Mon Feb 25 12:03:50 2019 Page 42

2024 Sunday Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Total Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #11: Highlands St & Back-of-House Access

Average Delay (sec/veh): 13.6 Worst Case Level Of Service: C[17.3]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 0 0 0 1 0 0 0 1! 0 0 1 0 0 0 0 0 0 1! 0 0

Volume Module: >> Count Date: 3 Feb 2019 <<

Base Vol: 0 37 7 19 330 100 11 0 0 68 0 35

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 19 0 0 0 0 0 0 0 35

Added Vol: 0 37 7 0 330 100 11 0 0 68 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 37 7 19 330 100 11 0 0 68 0 35

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95

PHF Volume: 0 39 7 20 348 105 12 0 0 72 0 37

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 39 7 20 348 105 12 0 0 72 0 37

Critical Gap Module:

Critical Gp: **** 6.5 7.1 6.2 6.5 7.1 **** **** **** **** **** 4.1

FollowUpTim: **** 4.0 3.5 3.3 4.0 3.5 **** **** **** **** **** 2.2

Capacity Module:

Cnflict Vol: **** 121 284 0 145 129 **** **** **** **** **** 12

Potent Cap.: **** 773 673 1091 750 848 **** **** **** **** **** 1621

Move Cap.: **** 755 407 1091 732 801 **** **** **** **** **** 1621

Volume/Cap: **** 0.05 0.02 0.02 0.48 0.13 **** **** **** **** **** 0.02

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** **** **** 0.1

Control Del: **** **** **** **** **** **** **** **** **** **** **** 7.3

LOS by Move: * * * * * * * * * * * A

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** 665 **** 757 **** **** **** **** **** **** ****

SharedQueue: **** **** 0.2 **** 4.4 **** **** **** **** **** **** ****

Shrd ConDel: **** **** 10.8 **** 17.3 **** **** **** **** **** **** ****

Shared LOS: * * B * C * * * * * * *

ApproachDel: 10.8 17.3 **** ****

ApproachLOS: B C * *

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:38:12 2019 Page 45

2024 Sunday Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Total Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #12: Charlton Access Rd & South Ln

Average Delay (sec/veh): 1.0 Worst Case Level Of Service: A[9.6]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Uncontrolled Uncontrolled Stop Sign Stop Sign

Lefts Include Include Include Include

Lanes: 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0

Volume Module:

Base Vol: 0 0 0 403 10 0 0 0 0 46 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 5 10 0 0 0 0 2 0 0

Added Vol: 0 0 0 398 0 0 0 0 0 44 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 403 10 0 0 0 0 46 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Volume: 0 0 0 403 10 0 0 0 0 46 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 0 0 0 403 10 0 0 0 0 46 0 0

Critical Gap Module:

Critical Gp: **** **** **** **** **** **** **** **** **** 6.2 **** ****

FollowUpTim: **** **** **** **** **** **** **** **** **** 3.3 **** ****

Capacity Module:

Cnflict Vol: **** **** **** **** **** **** **** **** **** 212 **** ****

Potent Cap.: **** **** **** **** **** **** **** **** **** 834 **** ****

Move Cap.: **** **** **** **** **** **** **** **** **** 834 **** ****

Volume/Cap: **** **** **** **** **** **** **** **** **** 0.06 **** ****

Level Of Service Module:

2Way95thQ: **** **** **** **** **** **** **** **** **** 0.2 **** ****

Control Del: **** **** **** **** **** **** **** **** **** 9.6 **** ****

LOS by Move: * * * * * * * * * A * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** **** **** **** **** **** **** ****

SharedQueue: **** **** **** **** **** **** **** **** **** **** **** ****

Shrd ConDel: **** **** **** **** **** **** **** **** **** **** **** ****

Shared LOS: * * * * * * * * * * * *

ApproachDel: **** **** **** 9.6

ApproachLOS: * * * A

Note: Queue reported is the number of cars per lane.

Fri Feb 22 12:38:12 2019 Page 48

2024 Sunday Total TrafficVolumes

Traffix 8.0.0215 (c) 2008 Dowling Associates Licensed to ITS, SOUTH AFRICA

2024 Sunday Total Traffic Volumes

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

Index #14:

Average Delay (sec/veh): 0.2 Worst Case Level Of Service: A[8.7]

Approach: North Bound South Bound East Bound West Bound

Movement: L T R L T R L T R L T R

Control: Stop Sign Stop Sign Uncontrolled Uncontrolled

Lefts Include Include Include Include

Lanes: 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0

Volume Module:

Base Vol: 11 0 0 0 0 0 0 374 100 0 72 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Base: 0 0 0 0 0 0 0 23 0 0 33 0

Added Vol: 11 0 0 0 0 0 0 351 100 0 39 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 11 0 0 0 0 0 0 374 100 0 72 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Volume: 11 0 0 0 0 0 0 374 100 0 72 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Final Vol.: 11 0 0 0 0 0 0 374 100 0 72 0

Critical Gap Module:

Critical Gp: 6.2 **** **** **** **** **** **** **** 4.1 **** **** ****

FollowUpTim: 3.3 **** **** **** **** **** **** **** 2.2 **** **** ****

Capacity Module:

Cnflict Vol: 72 **** **** **** **** **** **** **** 72 **** **** ****

Potent Cap.: 996 **** **** **** **** **** **** **** 1541 **** **** ****

Move Cap.: 996 **** **** **** **** **** **** **** 1541 **** **** ****

Volume/Cap: 0.01 **** **** **** **** **** **** **** 0.06 **** **** ****

Level Of Service Module:

2Way95thQ: 0.0 **** **** **** **** **** **** **** 0.2 **** **** ****

Control Del: 8.7 **** **** **** **** **** **** **** 7.5 **** **** ****

LOS by Move: A * * * * * * * A * * *

Movement: LT LTR RT LT LTR RT LT LTR RT LT LTR RT

Shared Cap.: **** **** **** **** **** **** **** **** 1 **** **** ****

SharedQueue: **** **** **** **** **** **** **** **** 0.2 **** **** ****

Shrd ConDel: **** **** **** **** **** **** **** **** 7.5 **** **** ****

Shared LOS: * * * * * * * * A * * *

ApproachDel: 8.7 **** **** ****

ApproachLOS: A * * *

Note: Queue reported is the number of cars per lane.

TRAFFIC IMPACT STUDY YEOVILLE, RCG

Annexure H: Proposed, Functionality Improvements

125.9 m

4

6

.

6

m

5

0

.

8

m

4

9

.

4

m

4

5

.

3

m

62.2 m

9

6

.

8

m

ANNEXURE:

TITLE:

PROJECT:

PROPOSED IMPROVEMENT HK0133 - YEOVILLE RCG CHURCH TIA

SOUTH LN

PERCY ST

HENDON ST

GR

AF

TO

N R

D

FO

RT

ES

QU

E R

D

H

E

N

D

O

N

S

T

ERF

1308

ERF

67

LEGEND

EXTENT OF THE SIDEWALKS

SITE BOUNDARY

EXTENT OF ROAD MARKINGS

H

I

G

H

L

A

N

D

S

S

T

(2314 m

2

)

HENDON ST

P

E

R

C

Y

S

T

GR

AF

TO

N R

D

TRAFFIC IMPACT STUDY YEOVILLE, RCG