SAMRAND DEVELOPMENT (PTY) LTD

C2562/01FS

PROPOSED FILLING STATION DEVELOPMENT TO BE

LOCATED ON ERVEN 1 AND 2, KOSMOSDAL EXTENSION 104

CENTURION, PRETORIA

FEASIBILITY STUDY

FEBRUARY 2019

REPORT SHEET

PROJECT TITLE: PROPOSED FILLING STATION ON ERVEN 1 AND 2 KOSMOSDAL

EXTENSION 104, CENTURION, PRETORIA

FEASIBILITY STUDY

PREPARED FOR: SAMRAND DEVELOPMENT (PTY) LTD

PREPARED BY: CIVIL CONCEPTS (PTY) LTD

PROJECT TEAM: MM GOUNDEN TRAFFIC ENGINEER

WA KHAN TECHNOLOGIST

Copy Date Done By Checked Approved

V1 DRAFT 1 01/11/2018 WA KHAN MM Gounden MM Gounden

V1 DRAFT 2 05/11/2018 WA KHAN MM Gounden MM Gounden

V1 DRAFT 3 06/01/2019 WA KHAN MM Gounden MM Gounden

V1 19/02/2019 WA KHAN MM Gounden MM Gounden

DECLARATION

I certify that this study has been prepared under my immediate supervision and that I have

experience and training in the field of traffic and transportation engineering.

Signed:

Name: MM Gounden

Qualification: BSc Eng (Civil)

Registration Number: ECSA 2013 0143

TABLE OF CONTENTS

PAGE

EXECUTIVE SUMMARY

1 INTRODUCTION .............................................................................................................. 1

1.1 Background .................................................................................................. 1

1.2 Locality ........................................................................................................ 1

1.3 Methodology ................................................................................................. 2

2 PROPOSED FILLING STATION .......................................................................................... 3

2.1 Access ......................................................................................................... 3

2.2 Services ....................................................................................................... 3

3 IMPACT ON EXISTING SITES ............................................................................................ 4

3.1 Introduction ................................................................................................. 4

3.2 Competitor Sites ............................................................................................ 4

3.3 Catchment Markets ...................................................................................... 11

3.4 Future Development Traffic............................................................................ 11

3.5 Shared Traffic Volumes ................................................................................. 13

3.6 Future Road Network .................................................................................... 15

3.7 Moving Market Factor between Filling Stations ................................................... 15

4 ESTIMATED SALES ........................................................................................................ 17

4.1 Introduction ............................................................................................... 17

4.2 Traffic Demand ........................................................................................... 17

4.3 Average Fill ................................................................................................ 20

4.4 Interception Rate – Passing Traffic .................................................................. 20

4.5 Full Trading Days in a Month .......................................................................... 23

4.6 Expected Monthly Sales ................................................................................. 23

5 FEASIBILITY OF THE PROPOSED FILLING STATION AND IMPACT ON SURROUNDING SITES26

6 OTHER TRAFFIC ENGINEERING CONSIDERATIONS AT A FILLING STATION ..................... 27

6.1 Impact of Traffic Flow past the Site - Road Safety .............................................. 27

6.2 Delivery Path .............................................................................................. 27

7 CONCLUSIONS AND RECOMMENDATIONS ...................................................................... 28

7.1 Conclusions ................................................................................................ 28

7.2 Recommendations ....................................................................................... 28

REFERENCES

ANNEXURES

ANNEXURE A - LOCATIONS OF ADJACENT FILLING STATIONS WITHIN A 3.5 km

RADIUS

ANNEXURE B - SITE LAYOUT PLAN

ANNEXURE C - TRAFFIC COUNT SURVEY DATA

ANNEXURE D - SURVEY SHEETS

ANNEXURE E - INTERCEPTION RATES GRAPH 6.2

EXECUTIVE SUMMARY

This report analysed the feasibility of a proposed filling station on Erven 1 & 2 Kosmosdal Extension

102, Centurion, Pretoria. The proposed filling station will be located in the north-western quadrant of

the Samrand Avenue / Rooihuiskraal Road (M37) junction. Calculations showed that the proposed

development site is expected to pump out approximately 612 130 litres of fuel per month in its first

year (2020), based on passing traffic volumes and the average fill per vehicle of its nearby competitors.

The proposed filling station development will be serviced by two (2) accesses:

A proposed marginal access (left-in, left-out only) off Samrand Avenue, the minimum distance

from the centre line Samrand Avenue / Rooihuiskraal Road (M37) intersection to the bell mouth

of left-in, left-out access will be 100m; and

a second access to the proposed filling station will be provided as a full access off Rooihuiskraal

Road (M37) at a distance of approximately 100m from the centre line Samrand Avenue /

Rooihuiskraal Road (M37) intersection to the bell mouth of full access.

This feasibility study was done by assessing the impact of the proposed filling station on nearby filling

stations. The effect that the proposed filling station will have on the existing filling stations within a 3.5

km radius were considered. There are six (6) filling stations that fall within the 3.5 km radius and it was

found that only one (1) of the existing filling station could be considered as competitor site. The other

filling stations will not share traffic with the proposed development site due to physical barriers

preventing traffic from travelling along the same routes to their origin-destination.

The sales at the one (1) competitor site may decrease by a small margin as the proposed filling station

may attract some of the customers from the existing filling station.

The proposed filling station will generate a negligible number of new trips as a filling station is generally

not a trip attractor.

Samrand Phase 3 (Kosmosdal Extension 92) is a proposed mixed-use development taking place in the

area that will consist of industrial park, offices and multi-level town houses. The proposed development

will increase traffic volumes in the area over time, especially along Rooihuiskraal Road (M37) and

Samrand Avenue, and will create a need for a new filling station in the area.

In future, there will be changes to the road network. These changes include the extension of Samrand

Avenue and Rietspruit Road westwards to intersect with future K71 and K73. There are planned

provincial roads (K54 & K71) to west of the proposed development site and both runs in a north-south

direction. These roads will intersect with the extension of Rietspruit Road and the extension of Samrand

Avenue.

1

1 INTRODUCTION

1.1 Background

Civil Concepts (Pty) Ltd was appointed by Samrand Development (Pty) Ltd to prepare a

Feasibility Study (FS) for a proposed filling station development to be located in the north-

western quadrant of the Samrand Avenue / Rooihuiskraal Road (M37) junction, on Erven 1 &

2 Kosmosdal Extension 102, Centurion, Pretoria.

The anticipated opening year of the proposed filling station is 2020.

The objective of this study is to determine the feasibility of locating a filling station on the

subject site and to estimate the impact that the proposed filling station will have on the

surrounding filling stations.

1.2 Locality

The proposed filling station will be bordered by Samrand Avenue to the south and Rooihuiskraal

Road (M37) to the east as shown in Figure 1.1 below. The locations of the existing filling

stations within a 3.5 km radius of the proposed development site are shown in ANNEXURE A.

Figure 1.1: Locality Plan

PROPOSED FILLING

STATION SITE

2

1.3 Methodology

A feasibility study has to take the future income, accessibility, and its impact on surrounding

filling stations into consideration.

The following methodology has been used in the feasibility study:

1. Assess the impact of the proposed filling station on nearby filling stations;

2. Estimate sales of the proposed filling station using traffic count data and data from nearby

filling stations;

3. Consider the feasibility of the site in terms of access to the site and impact of the

development on the surrounding road network; and

4. Recommendations on the feasibility of the proposed filling station.

3

2 PROPOSED FILLING STATION

2.1 Access

The proposed filling station development will be serviced by two (2) accesses. A proposed

marginal access (left-in, left-out only) off Samrand Avenue and a proposed full access off

Rooihuiskraal Road (M37). The proposed accesses to the filling station are positioned in

accordance with the City Council of Pretoria’s “Guidelines for Access to Filling Stations in the

Greater Pretoria Area (First Revision), March 2001” (refer to ANNEXURE B for the site layout

plan).

2.1.1 Marginal Access off Samrand Avenue

As per the Guidelines for Access to Filling Stations in the Greater Pretoria Area (First Revision),

March 2001, Figure C2, a minimum of 30m from the preceding/following intersection to the

access to the filling station on Samrand Avenue is required for a design speed of 60 km/h. Only

vehicles travelling eastbound will be able to enter the proposed filling station via this access.

It is therefore concluded that the access to the site is well positioned at a distance of

approximately 100m from the preceding/following intersection to the access to the filling station

on Samrand Avenue and meets the minimum requirements as set out in the “Guidelines for

Access to Filling Stations in the Greater Pretoria Area (First Revision), March 2001”.

2.1.1 Full Access off Rooihuiskraal Road (M37)

As per the Guidelines for Access to Filling Stations in the Greater Pretoria Area (First Revision),

March 2001, Figure C5 a minimum of 30m from the preceding/following intersection to the

access to the filling station on Rooihuiskraal Road (M37) is required for a design speed of

60 km/h. Vehicles travelling northbound and southbound will be able to enter the proposed

filling station via this access.

It is therefore concluded that the access to the site is well positioned at a distance of

approximately 100m from the preceding/following intersection to the access to the filling station

on Rooihuiskraal Road (M37) and meets the minimum requirements as set out in the “Guidelines

for Access to Filling Stations in the Greater Pretoria Area (First Revision), March 2001”.

2.2 Services

The proposed development will provide the following services:

Filling station;

Convenience shop;

Drive through;

Fast food;

Car wash; and

ATM facility.

4

3 IMPACT ON EXISTING SITES

3.1 Introduction

The Gauteng Department of Agriculture and Rural Development (GDARD) requires that the

impact on all filling station sites within a 3.5 km radius be determined. The proposed

development site is located in an area with six (6) competitors, with the nearest competitor

being approximately 1 km from the subject site.

3.2 Competitor Sites

3.2.1 Introduction

The competitor sites are located within the Kosmosdal, Olievenhoutbosch, Reeds and Noordwyk

area (refer to ANNEXURE A). The quality of the competitors’ facilities are generally average

and all the sites are doing fairly well. The competitor sites mainly serve the respective areas in

which they are located. It is therefore highly unlikely that the proposed filling station will have

a negative impact on a vast majority of its competitors.

The six (6) surveyed sites within 3.5 km are described below.

5

3.2.2 Engen Noordwyk Service Station ≈ 3.60 km south of the subject site (Figure 3.1)

The site is located along Lever Road, in the Noordwyk area. The site has two accesses, one

access is obtained via marginal access (left-in, left-out), off Lever Road southbound (a class 3

road) whereas the second access is a full access off Coubrough Road (a class 4 road). The site

has an Engen Quick Stop C-store and corner bakery. There is an ABSA ATM and a car wash at

the site. This service station has good visibility and accessibility for southbound traffic on Lever

Road and eastbound-westbound traffic on Coubrough Road. NOT CONSIDERED A

COMPETITOR SITE.

Figure 3.1: Engen Noordwyk Service Station (East of Lever Road)

6

3.2.3 Engen Country View Service Station ≈ 3.0 km south of the subject site (Figure 3.2)

The site is located in the north-western quadrant of the Lever Road / Azalea Avenue junction.

The site is serviced with two full accesses. One full access is off Lever Road (a class 3 road)

and the second full access is via Azalea Avenue (a class 4 road). The site has an Engen Quick

Stop C-store and corner bakery. There is a Standard Bank ATM and a car wash at the site. The

site has good visibility and accessibility for northbound-southbound traffic on Lever Road, and

also eastbound-westbound traffic on Azalea Avenue. NOT CONSIDERED A COMPETITOR

SITE.

Figure 3.2: Engen County View Service Station (West of Lever Road)

7

3.2.4 Engen Olievenhoutbosch Service Station ≈ 3.50 km west of the subject site (Figure 3.3)

The site is located along R55 (K71), in the Olievenhoutbosch area. It is bordered by R55 (K71)

to the west. Access to the site is obtained via a marginal access (left-in, left-out) off R55 (K71).

The site has Engen Quick Stop C-store, a corner bakery and FNB ATM. The site has good

visibility and accessibility for the northbound traffic on R55 (K71). NOT CONSIDERED A

COMPETITOR SITE.

Figure 3.3: Engen Olievenhoutbosch Service Station (West of R55 (K71))

8

3.2.5 Engen Reeds Service Station ≈ 3.10 km north of the subject site (Figure 3.4)

The site is located along Panorama Road. It is bordered by the Panorama Road to the north

and Marquard Street to the west. The site has three full accesses, two full accesses are off

Panorama Road (a class 4 road) and one full access is obtained via Marquard Street (a class 5

road). The site intercepts eastbound-westbound traffic on Panorama Road. The site has good

visibility and is easily accessible. The site has Engen Quick Stop C-store, a corner bakery and

Capitech Bank ATM. NOT CONSIDERED A COMPETITOR SITE.

Figure 3.4: Engen Reeds Service Station (South of Panorama Road)

9

3.2.6 Sasol R101 Service Station ≈ 3.40 km north-east of the subject site (Figure 3.5)

The site is located along the Old Johannesburg Road R101 (K101), in the Rooihusiskraal area.

Old Johannesburg Road R101 (K101) (a class 2 road) runs in a north-south direction. The site

is serviced with one marginal (left-in, left-out only) access off Old Johannesburg Road R101

(K101). The site has a Sasol Delight C-store, and an ABSA ATM. NOT CONSIDERED A

COMPETITOR SITE.

Figure 3.5: Sasol R101 Service Station (West of Old Johannesburg Road)

10

3.2.7 Shell Samrand Service Station ≈ 1.0 km east of the subject site (Figure 3.6)

The site is located in the south-eastern quadrant of Samrand Avenue / Rietspruit Road junction.

It is bordered by Samrand Avenue (a class 3 road) to the north and Rietspruit Road (class 4

road) to the west. The filling station has two access point, a marginal (left-in, left-out only)

access with a median island off Samrand Avenue and a partial access (left-in, left-out and right-

in) off Rietspruit Road. The site has Shell Select C-store and an ABSA Bank ATM. The site has

good visibility and accessibility for westbound traffic on Samrand Avenue and also northbound-

southbound traffic on Rietspruit Road. CONSIDERED A COMPETITOR SITE.

Figure 3.6: Shell Samrand Service Station (South of Samrand Avenue)

11

3.3 Catchment Markets

The catchment area is defined as the main area from which customers to the filling station will

be coming from. The catchment area for the proposed development site has been identified

as:

1. Transient traffic on Samrand Avenue eastbound;

2. Transient traffic on Rooihuiskraal Road (M37) northbound and southbound;

3. Some of local traffic of the Kosmosdal area.

3.4 Future Development Traffic

3.4.1 Introduction

The proposed filling station will generate a negligible number of new trips as in general a

filling station is not a trip generator. A proposed mixed-use Samrand Phase 3 (Kosmosdal

Extension 92) development is taking place in the area that will consist of industrial park,

offices and multi-level town houses.

3.4.2 Samrand Phase 3 Development (Kosmosdal Extension 92)

The Traffic Impact Assessment in support of the proposed mixed-use development to be

located on the Remainder of Portion 2 of the Farm Olievenhoutbosch 389-JR, Samrand Phase

3 (Kosmosdal Extension 92), dated May 2016, ref:C2033/02TIS2 was done by Civil Concepts

(Pty) Ltd.

The proposed development will be located in the south-western quadrant of the Rooihuiskraal

Road / Samrand Avenue junction and is bordered by Rietspruit Road to the south as shown in

Figure 3.7.

12

Figure 3.7: Proposed Samrand Phase 3 (Kosmosdal Extension 92) Development

The proposed land-use rights for the Samrand Phase 3 development is provided in Table 3.1

below.

TABLE 3.1: PROPOSED LAND-USE RIGHTS – SAMRAND PHASE 3

Area Land-use Extent Daily Rates

Kosmosdal Extension 92

“Residential 3” 621 units 3.25

Offices 10 906 m2 8.50

Industrial Park 1 232 008 m2 6.00

Industrial Park 2 208 596 m2 6.00

The development is expected to be completed by 2028.

The future development traffic of the Samrand Phase 3 development on the Samrand Avenue

/ Rooihuiskraal Road (M37) junction is shown in Table 3.2.

PROPOSED FILLING

STATION SITE

13

TABLE 3.2: PROPOSED SAMRAND PHASE 3 DEVELOPMENT AADT

Road AADT (veh/day)

Samrand Avenue Eastbound 4 439

Samrand Avenue Westbound 1 645

Rooihuiskraal Road (M37) Northbound 3 498

Rooihuiskraal Road (M37) Southbound 3 248

3.5 Shared Traffic Volumes

3.5.1 Introduction

Due to the location of the proposed filling station, certain streams and hence volumes of passing

traffic will be shared amongst the proposed and existing filling stations.

The results of the analysis took into account the Average Annual Daily Traffic (AADT) of streams

of traffic directly shared by the proposed and existing stations if the proposed filling station

intercepts traffic before its competitors.

The proposed filling station will only share a negligible number of trips with the one (1) filling

station, which is discussed below.

3.5.2 Filling Stations with Shared Traffic

Shell Samrand Service Station

The site is located in the south-eastern quadrant of Samrand Avenue / Rietspruit Road junction.

It is bordered by Samrand Avenue to the north and Rietspruit Road to the west. A small portion

of westbound traffic on Samrand Avenue turning right into Rooihuiskraal Road (M37) is

expected to be shared with the proposed filling station. This volume is expected to be low since

the westbound traffic along Samrand Avenue turning right into Rooihuiskraal will be intercepted

first by the Shell Samrand filling station, and then only by the proposed filling station.

3.5.3 Filling Stations without Shared Traffic

The filling stations mentioned in this section will either have the opportunity to intercept traffic

before the proposed filling station or the amount of shared traffic between the existing and

proposed filling stations will be negligible, because traffic will have to divert from their route

towards their origin-destination to access the proposed filling station.

14

Engen Noordwyk Service Station

The site is located along Lever Road, in the Noordwyk area (3.60 km south of proposed filling

station site), therefore it is considered highly unlikely that traffic will divert from there to the

proposed filling station since traffic will have to divert from their route towards their origin-

destination This filling station mainly services residents of Noordwyk.

Engen Country View Service Station

The site is located in the north-western quadrant of the Lever Road / Azalea Avenue junction.

It is bordered by Lever Road to the east. It is considered highly unlikely that traffic will divert

from there to the proposed filling station since traffic will have to divert from their route towards

their origin-destination. This filling station mainly services residents of Country View and

Noordwyk area.

Engen Olievenhoutbosch Service Station

The site is located along R55 (K71), in the Olievenhoutbosch area. It is bordered by R55 (K71)

to the west. It is considered highly unlikely that traffic will be shared between the existing filling

station and proposed filling station since the Engen Olievenhoutbosch filling station serves the

transient traffic on R55 (K71) and traffic will have to divert from their route towards their origin-

destination to get to the proposed filling station.

Engen Reeds Filling Station

The site is located along Panorama Road. It is bordered by the Panorama Road to the north

and Marquard Street to the west. It is considered highly unlikely that traffic will divert from

there to the proposed filling station since traffic will have to divert from their route towards

their origin-destination.

Sasol R101 Service Station

The site is located along the Old Johannesburg Road R101 (K101), in the Rooihusiskraal area.

It is considered highly unlikely that traffic will divert from there to the proposed filling station

since traffic will have to divert from their route towards their origin-destination.

15

3.6 Future Road Network

In future, there will be changes to the road network as indicated in the Figure 3.8. These

changes include the extension of the Rietspruit Road and Samrand to intersect with future K71

and K73, respectively. There are planned provincial roads (K54 and K71) to the west of the

proposed development site and both runs in a north-south direction. These roads will intersect

with the extension of Rietspruit Road and the extension of Samrand Avenue.

Figure 3.8: Future Road Network

3.7 Moving Market Factor between Filling Stations

3.7.1 Introduction

The proposed filling station will have an effect on the current market share of customers at the

closest filling stations. The moving market factor is influenced by how the new site compares

with its competitors. The following factors are taken into account:

Convenience (clean facility and easily accessible);

Visibility (adequate time to decide whether to use the facility or not);

Service provided to public (car wash, convenience shop, ATM etc);

Good access/egress (proper deceleration and acceleration lanes, i.e. easy to merge with

or diverge from through traffic);

Rewards programme offered by filling station in partnership with banks; and

PROPOSED FILLING

STATION SITE

16

Site layout (large enough to have proper site circulation).

Limited information is available regarding the percentage of vehicles that will move away from

competitors to the proposed filling stations. Table 3.3 was used as a guide to determine the

moving market factor.

TABLE 3.3: MOVING MARKET FACTOR

Description Moving Market

Factor (%)

New filling station is better located with good accesses and more facilities, located along same route as competitors

20 – 40

Location, access and facilities are the same as those in the area 10 - 20

New site has poor access, OR no additional facilities, OR located

far away from the existing filling stations. Typically for sites not located in the same market or transient route as the proposed

site.

0 - 10

It should be noted that there is no relationship between shared traffic volumes and the moving

market factor.

3.7.2 Moving Market Factor Competitor Sites

At only one competitor site, a moving market factor as a percentage was applied to estimate

the loss of sales due to the proposed new filling station, is explained below.

Shell Samrand Service Station

The site is located in the south-eastern quadrant of Samrand Avenue / Rietspruit Road junction.

It is bordered by Samrand Avenue to the north and Rietspruit Road to the west. It is estimated

that a negligible amount of the sales of the westbound traffic on Samrand Avenue turning right

into Rooihuiskraal Road (M37) will be lost to the proposed filling station. Therefore a 3% Moving

Market Factor has been assumed.

3.7.3 Estimated Loss of Sales

Tables 3.4 summarises the impact of the proposed site on the existing site.

TABLE 3.4: IMPACT ON SURROUNDING SITES

Site Filling Station

Present Estimated Fuel Sale Potential

(LPM)

Moving Market

Factor (%)

Lost Fuel Sales Due

to Proposed

Sites (LPM)

(Present Fuel Sales – Lost Fuel)

(LPM)

5 Year Future Sales

1 Shell Samrand

Service Station 728 000 3 21 840 706 160 818 633

17

4 ESTIMATED SALES

4.1 Introduction

The empiric formula used by the fuel industry to calculate the expected average litres of fuel

to be sold in a month is:

Litres per month = Vehicles per day X

Average fill per vehicle X

Percentage vehicles of passer-by traffic turning into site X

Average full normal trading days in a month.

Fuel sales at the proposed filling station will include sales lost by competing filling stations and

new sales derived from transient and local traffic that normally fill elsewhere outside the 3.5km

radial area.

It has been established that there is a relationship between the fuel sales and sales in the

convenience shop. The fuel and shop sales are used as the basis to determine whether a site

will be feasible or not.

4.2 Traffic Demand

4.2.1 Existing Traffic Demand

A weekday 24-hour traffic count survey was conducted on 9 October 2018 at the Samrand

Avenue / Rooihuiskraal Road (M37) junction. The traffic count survey data is included in

ANNEXURE C.

The AADT past the subject site is shown in Table 4.1 below.

TABLE 4.1: 2018 AADT PAST THE SITE

Road Name ADT

Samrand Avenue Eastbound 6 273 Veh /24h

Samrand Avenue Westbound 3 523 Veh /24h

Rooihuiskraal Road (M37) Northbound 7 873 Veh / 24h

Rooihuiskraal Road (M37) Southbound 3 965 Veh / 24h

4.2.2 Traffic Growth

The proposed development site is located in rapidly growing area in terms of traffic growth. A

traffic growth rate of 3 % per annum was therefore assumed. This growth rate is considered

as being conservative.

18

4.2.3 Future Traffic Demand

The proposed filling station will generate a negligible number of new trips because a filling

station is not a trip attractor. However, other developments are currently taking place in the

area and are discussed further below (refer to Figure 3.7 for the location of the future Samrand

Phase 3 Developments).

No information was available when these developments will be developed or occupied. It might

take 10 or more years for these developments to be fully developed or occupied. It is therefore

assumed that the developments will be developed or phased over 9 years as shown in Table

4.2 below.

TABLE 4.2: PHASING APPROACH OF THE FUTURE DEVELOPMENTS (ASSUMPTION)

Year Percentage of Development

2020 None

2022 30% of the mentioned future developments will be developed and AADT

on the road network

2024 60%

2026 90%

2028 100% (all latent rights will be fully developed)

The Annual Average Daily Traffic (AADT) to be generated by the proposed developments have

been determined using the daily trip generation rates and parameters prescribed in Committee

of Transport Officials (COTO’s TMH – 17) “South African Trip Data Manual (Version 1.01),

September 2013”.

An annual growth rate of 3% per annum over eight (8) years was used. The future AADT past

the subject site is summarised in Table 4.3.

19

TABLE 4.3: FUTURE TRAFFIC ADT DEMAND

Year Growth

Rate

Existing Traffic Volumes Development Traffic Volumes

ROOIHUISKRAAL ROAD (M37) SAMRAND AVENUE ROOIHUISKRAAL ROAD (M37) SAMRAND AVENUE

Northbound Southbound Eastbound Westbound Northbound Southbound Eastbound Westbound

2020 - 7 873 3 965 6 273 3 523 - - - -

2021

3%

8 109 4 084 6 461 3 629 437 406 555 206

2022 8 352 4 206 6 655 3 738 875 812 1 110 411

2023 8 603 4 333 6 855 3 850 1 312 1 218 1 665 617

2024 8 861 4 463 7 060 3 965 1 749 1 624 2 220 823

2025 9 127 4 597 7 272 4 084 2 186 2 030 2 774 1 028

2026 9 401 4 734 7 490 4 207 2 624 2 436 3 329 1 234

2027 9 683 4 876 7 715 4 333 3 061 2 842 3 884 1 439

2028 9 973 5 023 7 946 4 463 3 498 3 248 4 439 1 645

20

4.3 Average Fill

The average fill per vehicle, facilities provided and current monthly sales at the various filling

station sites within a 3.5 km radius were surveyed on 04 September 2018. The average fill of

filling stations within 3.5 km radius is shown in Table 4.4 below (refer to ANNEXURE D for

the survey sheets).

TABLE 4.4 – AVERAGE FILL OF ADJACENT FILLING STATIONS

SITE NAME C-STORE FOOD

OUTLET ATM

AVERAGE

FILL/VEHICLE

(LITRES)

CURRENT

MONTHLY

SALES

(LITRES)

1 Engen Noordwyk Yes No Yes,

1 inside 20 440 000

2 Engen Country

View Yes No

Yes,

1 inside 15 250 000

3 Engen

Olievenhoutbosch

Yes

No Yes,

1 inside 20

Information Unavailable

4 Engen Reeds Yes No Yes,

1 inside 25 380 000

5 Sasol R101 Yes No Yes,

1 inside 25 456 000

6 Shell Samrand Yes No

Yes,

2 inside

and 1

outside

24 728 000

Using the information available, it is assumed that the proposed filling station will have an

average fill of approximately 25 litres.

4.4 Interception Rate – Passing Traffic

The interception rate for passing traffic (turn-in percentage) is determined by the following

factors:

Convenience (clean new facility and easily accessible);

Visibility (adequate time to decide whether to use the facility or not);

The amount of passer-by traffic (fixed, as per traffic count);

Type of traffic (Transient, commuter and residential);

Other nearby filling stations;

Service provided to public (car wash, convenience shop, ATM etc);

Good access/egress (proper deceleration and acceleration lanes);

21

Rewards programme offered by filling station in partnership with banks;

Location (home bound and work bound); and

Site layout (large enough to have proper site circulation).

The interception rate for passing traffic at the proposed facility has been estimated using

Graph 6.2 from the City Council of Pretoria’s “Guidelines for Access to Filling Stations in the

Greater Pretoria Area (First Revision), March 2001.” Graph 6.2 is included in ANNEXURE

E.

These interception rates are considered as being conservative and will most likely be higher. The

passing traffic volumes (existing and the future developments) interception rates are shown in

Table 4.5.

22

TABLE 4.5: PASSING TRAFFIC (ADT) INTERCEPTION RATE (IR)

Existing and Development Traffic Volumes

Year ROOIHUISKRAAL ROAD (M37) SAMRAND AVENUE

Northbound IR% Southbound IR% Eastbound IR% Westbound IR%

2020 8 310 4.12 4 371 5.47 6 828 4.58 3 729 5.73

2021 8 546 4.05 4 490 5.42 7 016 4.52 3 834 5.68

2022 9 227 3.86 5 018 5.22 7 765 4.28 4 149 5.56

2023 9 915 3.67 5 551 5.02 8 519 4.06 4 467 5.43

2024 10 610 3.49 6 087 4.83 9 280 3.84 4 788 5.31

2025 11 313 3.32 6 627 4.65 10 047 3.64 5 112 5.19

2026 12 024 3.15 7 170 4.47 10 820 3.44 5 440 5.06

2027 12 744 2.99 7 718 4.30 11 599 3.25 5 772 4.94

2028 13 471 2.84 8 271 4.13 12 385 3.07 6 108 4.83

23

4.5 Full Trading Days in a Month

The definition of full normal trading days in a month is the number of typical weekday sales in a

month. A typical weekday is a Tuesday, Wednesday or a Thursday during a week with no public

holidays. If there was no variation in the traffic there would have been 30.5 (365 days/12

months) full trading days in a month.

If for example the weekend traffic demand is lower than during the week, the full normal trading

days in a month become less. The traffic surveys were done during a normal week. To allow for

higher Friday volumes and the lower Saturday afternoon, Sunday and holiday volumes, 26 full

trading days in a month are used.

4.6 Expected Monthly Sales

4.6.1 Fuel Sales for Passing Traffic

The expected monthly fuel sales for the subject site using the passing traffic is summarised in

Table 4.6 below.

The opening year (2020) potential average fill was escalated at 3% annual growth over 9 years

to determine the average fills for year 2020 to 2028, respectively.

The expected sales for the subject site were calculated by using the AADT past the site.

Development trips to be generated by the surrounding Samrand Phase 3 development were

taken into account. The expected monthly sales of the proposed filling station may increase in

future, once Samrand Avenue and Rietspruit Road are extended westwards to intersect with

future K71 and K73.

A filling station only realises its full potential in year three after opening. Therefore only 85%

and 95% of the full potential monthly sales was assumed in 2020 and 2021, respectively.

24

TABLE 4.6 – EXPECTED SALES DERIVED FROM PASSING TRAFFIC INCLUDING

DEVELOPMENTS

Year Percentage of Potential

Road Name Proposed

Site Passing Traffic

Litres per Month

Total litres per Month

2020 85%

ROOIHUISKRAAL ROAD (M37)

SB 4371 132 085

612 130 NB 8310 189 144

SAMRAND AVENUE

EB 6828 172 897

WB 3729 118 004

2021 95%

ROOIHUISKRAAL ROAD (M37)

SB 4490 134 524

621 468 NB 8546 191 242

SAMRAND AVENUE

EB 7016 175 273

WB 3834 120 429

2022 100%

ROOIHUISKRAAL ROAD (M37)

SB 5018 144 748

652 547 NB 9227 196 604

SAMRAND AVENUE

EB 7765 183 803

WB 4149 127 391

2023 100%

ROOIHUISKRAAL ROAD (M37)

SB 5551 154 084

680 199 NB 9915 201 059

SAMRAND AVENUE

EB 8519 191 008

WB 4467 134 048

2024 100%

ROOIHUISKRAAL ROAD (M37)

SB 6087 162 570

704 614 NB 10610 204 660

SAMRAND AVENUE

EB 9280 196 980

WB 4788 140 403

2025 100%

ROOIHUISKRAAL ROAD (M37)

SB 6627 170 247

725 974 NB 11313 207 457

SAMRAND AVENUE

EB 10047 201 809

WB 5112 146 461

2026 100%

ROOIHUISKRAAL ROAD (M37)

SB 7170 177 150

744 453 NB 12024 209 499

SAMRAND AVENUE

EB 10820 205 578

WB 5440 152 226

2027 100%

ROOIHUISKRAAL ROAD (M37)

SB 7718 183 317

760 218 NB 12744 210 832

SAMRAND AVENUE

EB 11599 208 369

WB 5772 157 700

2028 100%

ROOIHUISKRAAL ROAD (M37)

SB 8271 188 781

773 428 NB 13471 211 503

SAMRAND AVENUE

EB 12385 210 256

WB 6108 162 888

Legend:

NB – Northbound;

SB – Southbound; EB – Eastbound; and

WB – Westbound.

25

4.6.2 Shop sales

It has been found that shop sales are a function of the fuel sales on the forecourt. The logic

behind this is that while one stops for fuel, one will also buy something from the shop (40-60%

of the time). Due to the location of the subject site, it can be assumed that there will also be a

considerable amount of visits to the shop by people on foot. C-stores are normally open 24

hours a day.

The ratio of fuel sold to Rands generated in the C-store is a function of the type of traffic which

the site attracts. This area will have transient traffic passing the subject site. On average, it is

estimated that the ratio of fuel sold to Rands spent in the convenience store will be

approximately 1 litre to R1.10. The expected shop sales per month are given in Table 4.7 below.

TABLE 4.7 – EXPECTED MONTHLY SHOP SALES

Year Shop Sales

2020 R 673 343

2021 R 683 615

2022 R 717 802

2023 R 748 218

2024 R 775 075

2025 R 798 571

2026 R 818 899

2027 R 836 240

2028 R 850 770

26

5 FEASIBILITY OF THE PROPOSED FILLING STATION AND IMPACT ON

SURROUNDING SITES

The potential income of the proposed filling station was determined in Section 4. The cost of

the filling station, canopy and forecourt is very similar from site to site. The difference in cost

lies in the land value and the cost of the civil engineering works such as the bulk earthworks

and access construction.

Due to the average fill per litres of the nearby filling stations, the total current monthly potential

fill at the proposed filling stations is in line with filling stations in similar locations.

The site is located in a favourable position along a busy Samrand Avenue and Rooihuiskraal

Road (M37), within an area with rapidly growing traffic and without much competition from

nearby filling stations.

It is evident that the subject site is feasible for the development of a filling station.

27

6 OTHER TRAFFIC ENGINEERING CONSIDERATIONS AT A FILLING STATION

6.1 Impact of Traffic Flow past the Site - Road Safety

In future, there will be changes to the road network. These changes include westward extension

of Samrand Avenue and Rietspruit Road to intersect with future K71 and K73. There are planned

provincial roads to west of the proposed development site and both runs in a north-south

direction. These roads will intersect with the extension of Rietspruit Road and the extension of

Samrand Avenue. The City Council of Pretoria’s “Guidelines for Access to Filling Stations in the

Greater Pretoria Area (First Revision), March 2001”.” was used to determine if access to the

site will have a negative impact on the surrounding road network in terms of safety.

Access to the proposed development site will be via marginal access (left-in, left-out only) off

Samrand Avenue and a full access off Rooihuiskraal Road (M37).

The impact of the proposed development site on the traffic flow was considered for two phases:

6.1.1 During Construction Phase

During this phase specialised heavy vehicles could affect the traffic flows. This can result in

possible increased traffic congestion and temporary impediments on the existing roadway.

6.1.2 During Operational Phase

The existing traffic flow patterns on the adjacent road network are expected to change over

time. In general filling stations do not generate any new trips, but intercept passing trips. The

following should be considered to minimise the negative impact that the proposed filling station

might have:

The detail design of the proposed filling station should adhere to the prescribed

specifications of the applicable road authorities;

Care should be taken in regard to the placing of signage in the proximity of the access

points to the proposed filling station;

Roads in the vicinity of the site which are in a good condition; and

Appropriate signage and traffic should be implemented at the site to ensure safe and

convenient access for passing traffic.

The proposed development site will not negatively impact the existing traffic past the site.

6.2 Delivery Path

The accesses to the filling station will be designed to ensure easy access for delivery vehicles

such as articulated fuel tankers. Typically, the entrance lane should be at least 5 m wide to

accommodate articulated fuel tankers.

28

7 CONCLUSIONS AND RECOMMENDATIONS

7.1 Conclusions

The proposed filling station will be located in the north-western quadrant of the Samrand

Avenue / Rooihuiskraal Road (M37) junction.

Calculations show that the proposed development site is expected to pump out approximately

612 130 litres of fuel per month in the first year (2020). This is based on expected traffic

volumes and the average fill per vehicle of its nearby competitors.

The site is located within an area with a rapidly growing traffic / car ownership and is earmarked

for industrial park, offices and multi-level town houses developments (Samrand Phase 3

Development). The proposed development will increase traffic volumes in the area over time,

especially along Rooihuiskraal Road (M37) and Samrand Avenue

The expected monthly sales of the proposed filling station may increase in future, once the the

westwards extension of Samrand Avenue and Rietspruit Road to intersect with future K71 and

K73 takes place.

The proposed filling station development will be serviced by two (2) accesses. A proposed

marginal (left-in, left-out) off Samrand Avenue and a proposed full access off Rooihuiskraal

Road (M37).

The proposed filling station will not have a negative effect on its nearest competitors.

7.2 Recommendations

It is recommended that a filling station be developed on the subject site.

REFERENCES

1. Transport Department of Roads and Transport (May 2010), Gauteng Strategic Major Road

Network, Pretoria, South Africa.

2. WSP Civil and Structural Engineers (Pty) Ltd, (February 2014) Zambesi and Victoria Road

Filling Station (Report No. 16413), Pretoria, South Africa.

3. Committee of Transport Officials, (September 2013) TMH 17 - South African Trip Data

Manual, Version 0.0, South Africa.

4. Trafsol, (October 2018) Samrand Avenue / Rooihuiskraal Road (M37) junction Traffic

Survey, Johannesburg, South Africa.

5. Civil Concepts (Pty) Ltd, (May 2016) Traffic Impact Study for the Proposed Mixed-Use

Development on the Remainder of Portion 2 of the farm Olievenhoutbosch 389-JR.

Samrand Phase 3 (Kosmosdal Extension 92), reference: C2033/02TIS2, Pretoria, South

Africa.

6. ITS Consulting Traffic, Transportation and Civil Engineers, (March 2001) Guidelines for Access

to Filling Stations in the Greater Pretoria Area, Pretoria, South Africa.

ANNEXURE A

LOCATION OF ADJACENT FILLING

STATIONS WITHIN 3.5 KM RADIUS

ANNEXURE B

SITE LAYOUT PLAN

PTN 2OLIEVENHOUTBOSCH 389-JR

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

S

S

S

S

S

S

S

S

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

S

S

S

S

S

S

S

S

S

S

S

W

T

T

T

T

T

T

T

T

D

F

A

D

F

A

D

F

A

D

F

A

D

F

A

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

S

S

S

7

1

2

5

6

7

3

4

1

2

3

4

RECEPTION AREA

STORE & C/R AREA

254/389RE/2/389

PTN 2OLIEVENHOUTBOSCH 389-JR

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

S

S

S

S

S

S

S

S

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

S

S

S

S

S

S

S

S

S

S

S

W

T

T

T

T

T

T

T

T

D

F

A

D

F

A

D

F

A

D

F

A

D

F

A

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

S

S

S

7

1

2

5

6

7

3

4

1

2

3

4

RECEPTION AREA

STORE & C/R AREA

7

1

2

5

6

7

3

4

1

2

3

4

RECEPTION AREA

STORE & C/R AREA

+2 868 400 X

+2 868 300 X

+2 868 400 X

+2 868 300 X

+86 900 Y

+87 000 Y

+87 100 Y

+87 100 Y

+87 000 Y

+86 900 Y

LEGEND:

LEGEND : EXISTING NEW

CCTV

TELKOM

SEWER

WATERMAIN

STORMWATER

ELECTRICAL CABLES

NEOTEL

DFA

STREET LIGHTING

NEW ASPHALT

NEW PAVING

NEW CONCRETE

LANDSCAPING

NOTES AND SPECIFICATIONS

KOSMOSDAL FILLING STATION

ACCESS

KOSMOSDAL X 89

C2562

15/11/2018

C2562-

AMENDMENTS

D.J. CHALMERS

LJ ZIETSMAN

LJ ZIETSMAN

R. LESSING

CITY OF TSHWANE

ROADS & TRANSPORT DEPARTMENT

Mr Lebepe M.T. (Thabo)

0001

P.O. BOX 1409

PRETORIA

ACTING DIVISIONAL HEAD

0001

P.O. BOX 1409

PRETORIA

GROUP HEAD

Mr Lebepe M.T. (Thabo)Mr Letlonkane P. (Pheko)

LJ ZIETSMAN 200870111

WAYLEAVE No. :WL1819-XXXX

A1

SIGNATURE:......................................................................... DATE:......................................................

SIGNATURE:.............................................................. DATE:........................SIGNATURE:.............................................................. DATE:........................

SIGNATURE:.............................................................. DATE:........................

15/11/2018

-202-01

1 OF 1

1:500

LOCALITY PLAN (N.T.S)

LAYOUT

ANNEXURE C

TRAFFIC COUNT SURVEY DATA

1

248:00 9:00 18:00 19:00

350 92 426 574 1092

1307 128 151 109 388

4508 931 2 946 3 882 7759

OUT 9 8 IN

528 306 3519

INO

UT

940 319 6273

148 78 882 10 65 868 868

307 168 2 015 106 350 350

73 60 622 12 6 195 195

229 571 1957

OU

T IN 177 1413 1413

IN 1 2 OUT

227 31 137 59 505

496 93 361 42 406

3810 676 2 758 376 3763

v2.5

1 2 8 9 10 12

31 137 59 6 106 65 574 426 92 148 307 73

93 361 42 195 350 868 109 151 128 78 168 60

676 2758 376 397 1916 4233 3882 2946 931 882 2015 622

3 1 4 5 36 6 2 6 11 1

3 4 1 5 5 78 20 3 3 15 3

9 8 1 1 12 6 148 41 5 1 27 6

8 11 1 14 6 174 82 10 7 42 10 6:00

8 11 2 19 8 222 120 17 10 55 12 6:15

16 22 5 24 17 153 108 10 24 76 18 6:30

9 48 18 15 16 160 110 15 37 98 27 6:45

14 57 25 2 22 13 139 91 15 29 72 28 7:00

7 44 21 2 23 12 122 86 18 38 70 17 7:15

4 30 7 1 23 13 142 99 18 53 87 14 7:30

8 31 17 2 29 14 156 111 36 36 74 24 7:45

12 32 14 1 31 26 154 130 20 21 76 18 8:00

2 35 15 23 14 133 93 23 22 53 12 8:15

7 24 6 2 17 13 141 95 26 11 58 13 8:30

13 29 6 1 17 16 94 65 6 11 36 12 8:45

14 33 10 2 24 22 98 66 9 10 37 6 9:00

1 17 2 1 10 17 93 60 11 17 26 10 9:15

10 22 4 17 30 76 39 4 5 26 6 9:30

6 25 3 3 22 12 53 42 9 6 30 6 9:45

14 23 1 13 27 57 35 6 6 23 11 10:00

8 24 4 1 15 17 60 24 5 11 26 10 10:15

5 27 3 1 21 18 44 36 7 6 21 2 10:30

6 29 2 26 18 39 28 7 7 20 6 10:45

5 35 3 18 29 40 20 3 7 27 6 11:00

4 30 1 3 21 35 33 18 13 4 13 5 11:15

8 27 4 3 24 22 32 17 17 10 20 4 11:30

6 32 3 1 19 40 27 25 12 6 17 6 11:45

5 29 4 15 22 28 29 2 9 22 5 12:00

7 30 7 1 23 35 39 25 6 12 22 5 12:15

7 37 4 2 20 37 31 34 15 10 24 9 12:30

8 23 2 19 42 31 25 9 10 12 3 12:45

7 25 3 2 22 37 48 28 6 8 22 5 13:00

7 30 2 1 16 47 47 28 8 21 26 11 13:15

10 33 2 1 23 33 36 28 8 10 20 6 13:30

11 24 2 2 19 41 31 31 16 13 18 7 13:45

8 31 11 37 27 32 11 10 18 3 14:00

12 35 5 2 24 41 46 31 10 9 19 6 14:15

5 40 3 2 23 38 31 30 18 9 16 7 14:30

11 36 2 24 54 32 42 15 11 26 6 14:45

10 61 6 2 17 77 24 31 11 8 31 9 15:00

9 52 4 17 83 30 35 30 14 22 11 15:15

8 52 3 1 24 130 36 43 18 13 21 8 15:30

14 59 1 27 137 26 42 16 14 20 3 15:45

6 85 1 7 38 141 13 36 14 15 35 9 16:00

16 80 10 12 33 182 22 31 13 14 35 5 16:15

12 114 11 11 43 199 24 54 19 17 22 6 16:30

18 110 17 29 32 185 24 44 27 18 27 13 16:45

13 85 9 43 59 189 35 34 18 15 19 8 17:00

12 93 13 66 89 215 26 25 34 21 75 24 17:15

35 113 13 70 107 261 33 49 32 21 34 19 17:30

21 79 7 29 78 204 27 41 33 14 29 7 17:45

25 76 9 30 76 188 23 36 29 22 30 10 18:00

13 54 1 5 68 151 25 34 27 15 18 8 18:15

11 56 3 4 59 191 22 24 15 9 19 11 18:30

11 42 4 2 59 129 36 42 23 9 27 11 18:45

12 48 4 1 40 90 26 39 17 11 22 7 19:00

15 38 1 1 31 82 29 19 8 7 13 7 19:15

14 40 3 27 70 21 20 8 5 10 7 19:30

10 22 33 51 11 17 8 11 9 7 19:45

10 21 14 44 17 21 11 6 9 7 20:00

6 33 3 24 37 15 23 8 7 10 4 20:15

7 28 2 1 20 38 13 18 10 7 12 6 20:30

3 26 1 2 21 31 11 21 7 4 12 8 20:45

5 23 1 16 29 11 16 4 7 9 3 21:00

2 22 2 1 16 23 9 13 5 4 6 21:15

3 16 1 1 11 19 7 10 3 3 8 4 21:30

5 13 1 3 10 15 8 10 2 4 2 21:45

2 11 1 1 9 16 5 6 1 3 3 1 22:00

2 8 1 10 11 3 4 3 1 2 4 22:15

5 1 6 8 3 4 1 2 2 22:30

1 4 2 2 4 6 5 3 1 2 22:45

3 6 1 4 4 2 5 1 2 1 23:00

4 1 3 5 1 2 1 1 23:15

1 3 3 2 3 1 1 23:30

1 3 1 1 2 4 1 2 1 23:45

2 1 1 1 2 1 1 1 0:00

1 2 1 2 0:15

2 3 2 1 1 2 1 2 0:30

1 1 1 1 2 1 0:45

2 1 1 1 1:00

1 2 1 2 1 1 1:15

1 1 1:30

2 2 1:45

1 1 2:00

1 2:15

1 1 1 2:30

1 1 1 2:45

1 1 2 1 3:00

2 1 4 1 3:15

1 3 1 1 2 5 3 3 1 1 3:30

2 3 2 2 4 7 4 3 1 2 3:45

1 8 2 3 2 3 11 6 2 1 1 4:00

3 8 3 2 3 7 13 2 3 2 4 2 4:15

5 13 3 4 6 5 19 8 6 8 6 4 4:30

6 16 5 5 10 9 26 9 5 8 7 6 4:45

9 21 7 9 8 11 34 13 5 7 12 3 5:00

1996

8:15

871

11:15 829

8:45

10:30

10:45

11:00 877

9:00

9:15

9:30

9:45

1315

10:15 1141

12:45

13:00

13:15

13:30

ROOIHUISKRAAL

7:00

North

845

South

6:45

Hourly

ROOIHUISKRAAL

7:30 1875

AM PEAK 2024

PM PEAK 2603

24H TOTAL

20:00

20:15

20:30

20:45

1387

1188

972

815

1254

7:15 1587

8:00 1993

7:45 2017

2024

2011

1052

937

800

882

857

14:00

12:30

West

1210

1075

1008

853

777

18:45 2603

18:30 2576

18:00 2296

1569

1744

2551

749

17:45

12:00 752

17:00

15:00

15:15

15:30

8:30

1423

17:30 1929

851

16:00

16:15

16:30

15:45

865

909

1310

14:15

16:45

HOUR COUNT

755

10:00

839

East

2056

SAMRAND COUNTS TRAFFIC SURVEY09.10.2018

TUESDAY

ROOIHUISKRAAL AND SAMRANDTOTAL VEHICLES

AM PEAK

SAMRAND SAMRAND

Time

LOCATION

6:00

6:15

6:30

PM PEAK

21634

19:00

19:15

19:30

19:45

1989

1911

1679

1475

732

764

806

796

2329

1966

1792

1555

18:15

11:30

11:45

14:45

12:15

14:30

13:45

17:15

21:00

21:15

21:30

21:45

22:00

22:15

22:30

22:45

23:00

23:15

23:30

23:45

0:00

0:15

0:30

0:45

1:00

1:15

4:45

5:00

5:15

5:30

5:45

1:30

1:45

2:00

2:15

2:30

2:45

3:00

3:15

3:30

37

32

34

22

19

3:45

4:00

4:15

4:30

213

170

140

109

91

77

58

46

46

734

671

639

603

536

460

386

321

267

143

209

291

390

16

9

10

9

12

19

37

64

99

1

248:00 9:00 18:00 19:00

320 63 411 570 1044

1287 117 145 104 366

4196 764 2 803 3 817 7384

OUT 9 8 IN

469 275 2845

INO

UT

912 294 5798

129 67 701 10 62 865 865

285 151 1 639 88 335 335

55 57 505 12 6 188 188

177 538 1621

OU

T IN 156 1388 1388

IN 1 2 OUT

212 26 129 57 472

480 86 355 39 390

3494 522 2 630 342 3496

v2.5

1 2 8 9 10 12

26 129 57 6 88 62 570 411 63 129 285 55

86 355 39 188 335 865 104 145 117 67 151 57

522 2630 342 374 1587 4175 3817 2803 764 701 1639 505

3 1 1 5 36 6 1 4 7 1

2 2 1 4 4 78 18 2 3 14 3

8 5 1 9 6 148 39 2 1 24 4

6 6 1 10 5 173 76 5 3 38 7 6:00

5 11 2 11 7 219 112 16 7 49 9 6:15

10 19 3 15 14 153 104 10 21 70 15 6:30

6 45 15 12 14 159 109 10 28 86 25 6:45

9 54 24 2 17 12 139 91 11 23 65 22 7:00

7 41 21 2 15 10 122 84 12 34 64 12 7:15

3 30 7 1 23 12 142 94 10 48 81 9 7:30

7 29 17 2 26 14 156 107 26 31 70 17 7:45

9 29 12 1 24 26 150 126 15 16 70 17 8:00

2 32 15 15 14 130 92 16 18 48 9 8:15

5 23 6 1 11 13 141 92 19 7 51 10 8:30

11 27 4 1 8 16 93 64 4 7 28 11 8:45

4 32 10 2 15 19 97 66 6 5 30 4 9:00

17 2 1 6 17 91 58 8 10 19 10 9:15

10 20 4 12 28 75 38 4 4 18 4 9:30

3 22 3 3 14 12 52 40 9 5 27 6 9:45

9 20 1 10 27 56 34 4 3 15 10 10:00

5 21 4 1 11 16 59 24 5 8 16 7 10:15

3 25 3 13 18 41 35 4 3 13 1 10:30

2 28 2 14 18 37 25 5 7 14 4 10:45

2 34 3 10 29 40 19 3 4 18 2 11:00

1 29 1 3 17 32 33 16 10 4 9 5 11:15

4 23 4 3 15 22 32 12 16 6 13 3 11:30

3 31 3 1 12 40 26 24 12 6 13 4 11:45

4 27 3 9 22 27 29 2 8 15 3 12:00

2 30 6 1 13 33 37 21 5 9 8 3 12:15

6 34 3 2 14 37 30 32 13 9 11 5 12:30

5 22 1 15 40 31 25 7 7 9 3 12:45

4 24 3 2 13 36 48 28 5 7 18 5 13:00

5 28 2 1 14 44 46 28 7 18 18 9 13:15

6 31 1 1 12 32 36 28 7 10 12 5 13:30

10 24 2 2 16 40 28 28 12 8 12 4 13:45

5 29 8 36 25 32 11 7 13 2 14:00

7 34 5 2 17 40 46 26 9 7 9 5 14:15

4 38 3 2 15 37 30 29 14 6 8 4 14:30

8 30 2 18 54 29 39 12 10 20 4 14:45

7 57 3 2 11 76 24 25 6 7 21 7 15:00

4 50 3 16 81 30 28 26 9 15 8 15:15

3 51 3 1 18 128 35 37 11 7 19 6 15:30

10 53 1 16 135 25 40 15 9 15 1 15:45

5 82 1 6 32 138 13 32 10 14 25 6 16:00

16 74 9 12 30 181 20 29 12 11 29 4 16:15

11 109 10 10 40 199 23 45 19 15 17 4 16:30

17 108 15 22 30 184 22 41 22 16 21 11 16:45

11 83 9 41 59 188 35 34 17 13 15 7 17:00

12 90 10 64 86 215 25 25 32 19 73 23 17:15

33 113 13 67 99 258 30 46 31 18 31 19 17:30

18 79 7 27 77 204 26 40 28 12 25 6 17:45

23 73 9 30 73 188 23 34 26 18 22 9 18:00

12 53 1 5 65 151 24 33 25 12 18 8 18:15

10 56 1 4 56 189 21 23 14 9 19 10 18:30

11 42 3 2 56 129 33 42 22 7 25 11 18:45

12 48 4 1 37 90 26 38 15 9 22 7 19:00

14 38 1 1 31 82 29 19 8 7 12 7 19:15

13 40 3 25 70 20 20 8 5 9 7 19:30

9 22 32 51 11 17 8 9 9 7 19:45

10 21 14 44 17 21 10 6 8 7 20:00

6 32 2 23 37 15 21 6 5 6 4 20:15

5 27 2 1 18 38 12 17 8 6 8 6 20:30

3 25 1 2 20 30 10 20 5 3 9 5 20:45

4 23 15 29 11 15 4 4 5 3 21:00

2 21 2 1 13 23 9 12 3 3 4 21:15

3 16 1 1 11 19 7 10 2 3 7 3 21:30

2 13 1 2 10 15 6 9 1 3 2 21:45

2 10 1 1 7 16 5 6 1 2 2 1 22:00

1 8 1 9 11 3 4 2 1 2 4 22:15

5 1 5 8 3 4 1 2 22:30

1 4 2 2 4 6 5 3 1 2 22:45

2 6 1 4 4 2 5 1 1 1 23:00

4 1 2 5 1 2 1 23:15

1 3 3 2 3 1 23:30

1 3 1 1 2 3 1 2 1 23:45

2 1 1 1 2 1 1 1 0:00

1 2 1 2 0:15

2 3 2 1 1 2 1 1 0:30

1 1 1 1 2 1 0:45

2 1 1 1:00

1 2 1 2 1 1 1:15

1 1 1:30

2 2 1:45

1 1 2:00

1 2:15

1 1 2:30

1 1 1 2:45

1 1 2 1 3:00

2 1 4 1 3:15

1 3 1 1 1 5 3 3 1 1 3:30

1 3 2 1 4 7 4 1 2 3:45

1 6 2 3 2 3 11 5 1 4:00

2 8 3 2 2 6 13 2 3 2 2 1 4:15

3 12 2 4 3 5 19 6 5 5 4 3 4:30

4 15 5 5 4 7 26 8 4 5 3 2 4:45

6 18 6 7 5 10 31 9 2 4 5 3 5:00

802

791

869

1430

20:45

19:30

7:00

9:00

13:15

13:30

13:45

12:30

12:45

13:00

17:15

17:30

2509

2242

1896

SAMRAND COUNTS TRAFFIC SURVEYLOCATION

TimeSouth East North West

Hourly

6:45

PM PEAK

6:00

6:15

6:30

ROOIHUISKRAAL AND SAMRAND 09.10.2018

CARS

1802

HOUR COUNT TUESDAY

16:30

16:45

1061

1155

1273

20:15

20:30

19:45

20:00

1730

1511

1353

1161

953

1950

18:45

19:00

19:15

18:00

18:15

18:30

2197

2453

AM PEAK

8:00

8:15

8:30

8:45

AM PEAK 1881

PM PEAK

7:15

7:30

7:45

19859

1156

1459

773

2509

24H TOTAL

1836

1862

1855

1881

759

780

2493

ROOIHUISKRAAL

SAMRAND SAMRAND

ROOIHUISKRAAL

16:00

16:15

1613

17:45

15:30

15:45

17:00

755

742

751

10:00

10:15

10:30

9:15

14:45

15:00

15:15

14:00

14:15

14:30

9:30

9:45

11:00

11:15

11:30

11:45

10:45

12:00

12:15

1721

1860

779

721

681

656

932

1848

1767

1539

1334

1182

1020

942

841

639

633

652

637

645

688

678

722

774

21:00

21:15

21:30

21:45

22:00

22:15

22:30

22:45

23:00

23:15

23:30

23:45

0:00

0:15

0:30

0:45

1:00

1:15

4:45

5:00

5:15

5:30

5:45

1:30

1:45

2:00

2:15

2:30

2:45

3:00

3:15

3:30

36

30

32

21

18

3:45

4:00

4:15

4:30

193

159

132

102

86

71

54

44

44

710

638

596

551

487

422

353

294

247

125

176

239

311

16

9

9

8

11

18

36

58

87

1

248:00 9:00 18:00 19:00

22 23 13 2 38

17 8 3 1 12

221 119 92 21 232

OUT 9 8 IN

40 26 284

INO

UT

13 13 142

17 11 132 10 2 1 1

9 12 95 6 8 8

14 3 57 12 5 5

33 21 200

OU

T IN 8 14 14

IN 1 2 OUT

9 4 3 2 27

10 5 5 11

187 73 88 26 154

v2.5

1 2 8 9 10 12

4 3 2 6 2 2 13 23 17 9 14

5 5 5 8 1 1 3 8 11 12 3

73 88 26 15 86 21 21 92 119 132 95 57

2 1 2 1

1 2 1 2 1

1 3 1 3 2 3 3 2

2 5 4 1 1 4 5 4 4 3 6:00

2 7 1 3 8 1 3 5 3 6:15

5 3 2 7 1 3 3 5 1 6:30

2 3 3 2 1 5 9 4 2 6:45

4 3 1 4 3 6 4 5 7:00

2 3 2 2 4 4 3 5 7:15

1 3 7 5 2 3 7:30

1 1 4 8 4 3 6 7:45

2 2 3 2 4 4 4 1 8:00

3 1 1 5 2 3 1 8:15

1 1 2 1 6 2 2 2 8:30

1 2 1 3 1 1 2 1 1 8:45

2 2 2 1 9:00

2 2 1 2 9:15

9:30

1 1 1 9:45

2 1 1 1 3 10:00

1 1 1 2 1 10:15

1 1 1 10:30

1 1 10:45

1 1 3 11:00

1 1 1 11:15

1 1 1 2 2 1 11:30

2 1 11:45

2 1 1 1 12:00

2 1 1 1 2 2 1 12:15

1 1 2 1 2 1 12:30

1 1 1 1 12:45

1 1 1 13:00

1 1 1 1 13:15

1 1 1 1 1 13:30

1 3 2 4 1 13:45

2 2 1 3 14:00

1 2 1 1 1 2 14:15

1 1 1 1 3 1 1 14:30

1 6 1 2 2 1 1 14:45

4 3 1 1 5 5 1 2 15:00

3 2 1 1 5 3 4 2 1 15:15

3 1 2 4 5 6 1 15:30

4 4 4 1 1 2 1 4 1 15:45

2 1 1 1 2 1 1 1 16:00

4 1 2 1 2 16:15

3 1 5 2 2 1 16:30

1 1 2 3 1 1 3 3 1 5 1 16:45

1 2 1 1 1 2 4 1 17:00

3 1 2 2 2 1 17:15

1 3 4 1 1 1 1 3 2 17:30

2 2 1 1 4 2 2 1 17:45

2 2 2 1 1 4 6 1 18:00

1 1 1 1 2 3 18:15

1 2 3 1 1 1 1 18:30

2 2 1 2 2 18:45

1 1 2 2 19:00

1 1 19:15

1 2 1 19:30

1 1 2 19:45

1 20:00

1 1 2 1 2 1 20:15

1 2 1 1 1 2 20:30

1 1 2 1 20:45

1 1 1 1 3 2 21:00

1 1 1 21:15

1 21:30

2 1 1 21:45

1 22:00

1 1 22:15

22:30

22:45

1 23:00

1 23:15

1 23:30

23:45

0:00

0:15

1 0:30

0:45

1 1:00

1:15

1:30

1:45

2:00

2:15

1 2:30

2:45

3:00

3:15

3:30

1 3:45

1 1 1 4:00

1 1 4:15

1 1 1 1 1 1 1 4:30

1 1 3 1 1 2 1 2 4:45

1 2 1 2 1 1 3 2 2 1 5:00

18:45

18:00

18:15

18:30

17:15 56

17:30 56

17:45 59

60

63

56

62

16:30 88

16:45 76

17:00 64

15:45 53

16:00 67

16:15 80

15:00 32

15:15 36

15:30 39

14:15 16

14:30 23

14:45 28

13:30 27

13:45 25

14:00 19

12:45 19

13:00 26

13:15 26

12:00 13

12:15 18

12:30 19

11:15 20

11:30 19

11:45 16

10:30 17

10:45 18

11:00 17

9:45 53

10:00 44

10:15 27

9:00 86

9:15 82

9:30 68

8:15 107

8:30 103

8:45 95

7:30 127

7:45 124

8:00 116

6:45 64

7:00 91

7:15 114

Hourly

6:00

6:15

6:30

ROOIHUISKRAAL

TimeSouth East North West

AM PEAK 95

PM PEAK 62

24H TOTAL 825

AM PEAK PM PEAKROOIHUISKRAAL

SAMRAND SAMRAND

SAMRAND COUNTS TRAFFIC SURVEYLOCATION ROOIHUISKRAAL AND SAMRAND 09.10.2018

HOUR COUNT MINIBUS TAXIS TUESDAY

20:15 21

20:30 16

20:45 11

19:00 60

19:15 53

19:30 47

19:45 34

20:00 27

21:00

21:15

21:30

21:45

22:00

22:15

22:30

22:45

23:00

23:15

23:30

23:45

0:00

0:15

0:30

0:45

1:00

1:15

4:45

5:00

5:15

5:30

5:45

1:30

1:45

2:00

2:15

2:30

2:45

3:00

3:15

3:30

1

2

2

1

1

3:45

4:00

4:15

4:30

7

3

3

2

3

3

2

1

1

17

21

22

30

25

18

17

9

8

6

13

24

37

1

1

1

1

1

4

1

248:00 9:00 18:00 19:00

1

3 1 1 2

OUT 9 8 IN

4

INO

UT

3

1 10

2

1 12 2 2

5

OU

T IN 2 2

IN 1 2 OUT

1 1 2

7 4 2 1 4

v2.5

1 2 8 9 10 12

1 2

4 2 1 7 1 1 1 1 2 1

6:00

1 6:15

1 1 6:30

6:45

7:00

7:15

7:30

7:45

8:00

8:15

8:30

1 8:45

9:00

9:15

9:30

9:45

10:00

10:15

10:30

10:45

11:00

11:15

11:30

11:45

12:00

12:15

12:30

12:45

13:00

13:15

13:30

13:45

1 14:00

14:15

14:30

1 14:45

15:00

15:15

15:30

15:45

16:00

1 16:15

1 16:30

3 16:45

1 17:00

2 17:15

17:30

17:45

1 18:00

18:15

18:30

18:45

19:00

19:15

19:30

19:45

20:00

20:15

1 20:30

20:45

21:00

21:15

21:30

1 1 21:45

22:00

22:15

22:30

22:45

23:00

23:15

23:30

23:45

0:00

0:15

0:30

0:45

1:00

1:15

1:30

1:45

2:00

2:15

2:30

2:45

3:00

3:15

3:30

3:45

4:00

4:15

4:30

1 4:45

1 1 5:00

18:45

18:00

18:15

18:30

17:15 2

17:30 5

17:45 6

7

6

3

3

16:30

16:45

17:00 1

15:45 1

16:00 1

16:15 1

15:00 1

15:15 1

15:30 2

14:15

14:30

14:45 1

13:30

13:45

14:00

12:45

13:00

13:15

12:00

12:15

12:30

11:15

11:30

11:45

10:30

10:45

11:00

9:45 1

10:00 1

10:15 1

9:00

9:15

9:30 1

8:15

8:30

8:45

7:30 3

7:45 3

8:00 2

6:45

7:00 1

7:15 3

Hourly

6:00

6:15

6:30

ROOIHUISKRAAL

TimeSouth East North West

AM PEAK

PM PEAK 3

24H TOTAL 21

AM PEAK PM PEAKROOIHUISKRAAL

SAMRAND SAMRAND

SAMRAND COUNTS TRAFFIC SURVEYLOCATION ROOIHUISKRAAL AND SAMRAND 09.10.2018

HOUR COUNT BUSES TUESDAY

20:15

20:30

20:45

19:00 1

19:15 1

19:30 1

19:45

20:00

21:00

21:15

21:30

21:45

22:00

22:15

22:30

22:45

23:00

23:15

23:30

23:45

0:00

0:15

0:30

0:45

1:00

1:15

4:45

5:00

5:15

5:30

5:45

1:30

1:45

2:00

2:15

2:30

2:45

3:00

3:15

3:30

3:45

4:00

4:15

4:30

2

1

1

1

1

2

2

2

1

3

1

248:00 9:00 18:00 19:00

8 6 2 2 10

2 3 3 4 10

88 47 50 44 141

OUT 9 8 IN

19 5 386

INO

UT

15 12 330

2 48 10 1 2 2

13 5 279 12 7 7

4 59 12

19 12 131

OU

T IN 13 9 9

IN 1 2 OUT

6 1 5 6

5 2 3 3

122 77 38 7 109

v2.5

1 2 8 9 10 12

1 5 12 1 2 2 6 2 13 4

2 3 7 2 4 3 3 5

77 38 7 1 242 37 44 50 47 48 279 59

1 3

1 1

2 6:00

1 1 6:15

1 2 2 1 1 6:30

1 3 1 8 6:45

1 1 1 1 3 1 7:00

1 5 2 3 7:15

1 2 1 4 2 7:30

1 3 2 1 1 1 7:45

1 3 4 2 1 1 5 1 8:00

8 2 2 2 2 2 8:15

1 1 4 2 1 2 5 1 8:30

1 1 6 1 1 2 6 8:45

8 1 7 3 1 3 3 6 2 9:00

1 4 2 1 6 5 9:15

2 5 2 1 1 1 8 2 9:30

3 2 7 1 1 1 3 9:45

3 2 3 1 1 8 1 10:00

2 2 3 1 1 1 10 2 10:15

2 2 8 3 1 2 2 8 1 10:30

4 12 2 3 1 6 2 10:45

2 1 8 1 2 9 1 11:00

2 1 4 2 2 2 4 11:15

3 3 8 3 1 2 6 1 11:30

1 7 1 1 4 2 11:45

1 6 7 2 12:00

3 10 1 1 2 1 1 13 2 12:15

1 2 1 5 1 2 11 3 12:30

2 3 2 2 3 3 12:45

3 9 1 4 13:00

1 1 2 3 1 2 8 2 13:15

3 1 10 1 8 1 13:30

3 1 3 2 1 6 2 13:45

3 1 1 5 1 14:00

5 5 4 1 1 8 1 14:15

1 7 1 1 1 3 7 2 14:30

1 6 2 1 1 5 2 14:45

3 5 1 8 2 15:00

2 1 1 2 1 1 5 2 15:15

2 4 2 1 2 2 2 1 15:30

2 7 1 1 4 2 15:45

1 1 5 3 3 2 9 2 16:00

1 1 1 1 1 3 6 1 16:15

1 2 3 1 4 3 1 16:30

1 1 2 1 2 1 1 1 16:45

1 17:00

3 2 1 17:15

1 4 2 2 2 1 17:30

1 1 1 2 17:45

1 1 2 2 18:00

2 1 18:15

1 1 18:30

1 1 1 18:45

2 19:00

19:15

1 19:30

19:45

1 20:00

1 1 3 20:15

1 1 1 2 20:30

1 1 1 1 3 2 20:45

2 21:00

2 1 2 2 21:15

1 1 21:30

1 2 21:45

1 2 1 22:00

1 22:15

1 2 22:30

22:45

1 23:00

1 23:15

23:30

1 23:45

0:00

0:15

0:30

0:45

1:00

1:15

1:30

1:45

2:00

2:15

2:30

2:45

3:00

3:15

1 3:30

1 1 1 1 3:45

1 1 1 4:00

1 1 2 4:15

2 1 2 1 2 1 4:30

1 2 1 1 1 3 2 4:45

1 1 3 2 1 1 1 5 5:00

18:45

18:00

18:15

18:30

17:15 73

17:30 66

17:45 41

32

29

24

29

16:30 67

16:45 74

17:00 74

15:45 85

16:00 75

16:15 68

15:00 78

15:15 77

15:30 77

14:15 76

14:30 79

14:45 73

13:30 91

13:45 92

14:00 78

12:45 76

13:00 93

13:15 92

12:00 100

12:15 98

12:30 84

11:15 88

11:30 100

11:45 105

10:30 93

10:45 78

11:00 81

9:45 87

10:00 88

10:15 93

9:00 55

9:15 62

9:30 71

8:15 42

8:30 38

8:45 48

7:30 24

7:45 30

8:00 39

6:45 8

7:00 6

7:15 11

Hourly

6:00

6:15

6:30

ROOIHUISKRAAL

TimeSouth East North West

AM PEAK 48

PM PEAK 29

24H TOTAL 929

AM PEAK PM PEAKROOIHUISKRAAL

SAMRAND SAMRAND

SAMRAND COUNTS TRAFFIC SURVEYLOCATION ROOIHUISKRAAL AND SAMRAND 09.10.2018

HOUR COUNT BUSES TUESDAY

20:15 6

20:30 3

20:45 2

19:00 26

19:15 16

19:30 14

19:45 10

20:00 7

21:00

21:15

21:30

21:45

22:00

22:15

22:30

22:45

23:00

23:15

23:30

23:45

0:00

0:15

0:30

0:45

1:00

1:15

4:45

5:00

5:15

5:30

5:45

1:30

1:45

2:00

2:15

2:30

2:45

3:00

3:15

3:30

3:45

4:00

4:15

4:30

11

8

5

5

2

3

2

1

1

7

11

20

21

23

20

14

16

10

12

20

27

39

1

5

8

ANNEXURE D

SURVEY SHEETS

ANNEXURE E

INTERCEPTION RATES GRAPH 6.2