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 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.
PROPOSED FILLING STATION SITE
Figure 1.1: Locality Plan 1
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.
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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.
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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.
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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)
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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)
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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))
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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)
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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)
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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)
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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.
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PROPOSED FILLING STATION SITE
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 “Residential 3” 621 units 3.25
2 Kosmosdal Extension Offices 10 906 m 8.50 92 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.
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TABLE 3.2: PROPOSED SAMRAND PHASE 3 DEVELOPMENT AADT AADT (veh/day) Road
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.
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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.
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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.
PROPOSED FILLING STATION SITE
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
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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 Moving Market Description Factor (%)
New filling station is better located with good accesses and more 20 – 40 facilities, located along same route as competitors
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 0 - 10 located in the same market or transient route as the proposed site.
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 Present Lost Fuel (Present Estimated Moving Sales Due 5 Year Fuel Sales Site Filling Station Fuel Sale Market to Future – Lost Fuel) Potential Factor (%) Proposed Sales (LPM) (LPM) Sites (LPM)
Shell Samrand 1 728 000 3 21 840 706 160 818 633 Service Station
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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. 17
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 30% of the mentioned future developments will be developed and AADT 2022 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.
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TABLE 4.3: FUTURE TRAFFIC ADT DEMAND Existing Traffic Volumes Development Traffic Volumes Growth Year ROOIHUISKRAAL ROAD (M37) SAMRAND AVENUE ROOIHUISKRAAL ROAD (M37) SAMRAND AVENUE Rate Northbound Southbound Eastbound Westbound Northbound Southbound Eastbound Westbound 2020 - 7 873 3 965 6 273 3 523 - - - - 2021 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 3% 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
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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 CURRENT AVERAGE FOOD MONTHLY SITE NAME C-STORE ATM FILL/VEHICLE OUTLET SALES (LITRES) (LITRES) Yes, 1 Engen Noordwyk Yes No 20 440 000 1 inside Engen Country Yes, 2 Yes No 15 250 000 View 1 inside
Engen Yes, Information 3 Yes No 20 Olievenhoutbosch 1 inside Unavailable
Yes, 4 Engen Reeds Yes No 25 380 000 1 inside Yes, 5 Sasol R101 Yes No 25 456 000 1 inside Yes, 2 inside 6 Shell Samrand Yes No 24 728 000 and 1 outside
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); 20
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.
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TABLE 4.5: PASSING TRAFFIC (ADT) INTERCEPTION RATE (IR) Existing and Development Traffic Volumes ROOIHUISKRAAL ROAD (M37) SAMRAND AVENUE Year 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
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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.
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TABLE 4.6 – EXPECTED SALES DERIVED FROM PASSING TRAFFIC INCLUDING DEVELOPMENTS Percentage Proposed Passing Litres per Year Road Name Total litres per of Potential Site Traffic Month Month ROOIHUISKRAAL SB 4371 132 085 ROAD (M37) NB 8310 189 144 2020 85% 612 130 SAMRAND EB 6828 172 897 AVENUE WB 3729 118 004 ROOIHUISKRAAL SB 4490 134 524 ROAD (M37) NB 8546 191 242 2021 95% 621 468 SAMRAND EB 7016 175 273 AVENUE WB 3834 120 429 ROOIHUISKRAAL SB 5018 144 748 ROAD (M37) NB 9227 196 604 2022 100% 652 547 SAMRAND EB 7765 183 803 AVENUE WB 4149 127 391 ROOIHUISKRAAL SB 5551 154 084 ROAD (M37) NB 9915 201 059 2023 100% 680 199 SAMRAND EB 8519 191 008 AVENUE WB 4467 134 048 ROOIHUISKRAAL SB 6087 162 570 ROAD (M37) NB 10610 204 660 2024 100% 704 614 SAMRAND EB 9280 196 980 AVENUE WB 4788 140 403 ROOIHUISKRAAL SB 6627 170 247 ROAD (M37) NB 11313 207 457 2025 100% 725 974 SAMRAND EB 10047 201 809 AVENUE WB 5112 146 461 ROOIHUISKRAAL SB 7170 177 150 ROAD (M37) NB 12024 209 499 2026 100% 744 453 SAMRAND EB 10820 205 578 AVENUE WB 5440 152 226 ROOIHUISKRAAL SB 7718 183 317 ROAD (M37) NB 12744 210 832 2027 100% 760 218 SAMRAND EB 11599 208 369 AVENUE WB 5772 157 700 ROOIHUISKRAAL SB 8271 188 781 ROAD (M37) NB 13471 211 503 2028 100% 773 428 SAMRAND EB 12385 210 256 AVENUE WB 6108 162 888 Legend: NB – Northbound; SB – Southbound; EB – Eastbound; and WB – Westbound.
24
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
25
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.
26
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.
27
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.
28
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
NOTES AND SPECIFICATIONS +87 000 Y +86 900 Y
LOCALITY PLAN (N.T.S) PTN 2 OLIEVENHOUTBOSCH 389-JR +87 100 Y
EC EC EC EC
EC T +2 868 300 X EC +2 868 300 X EC S EC S S EC S AMENDMENTS EC S EC S EC S EC EC EC
EC
STORE & C/R AREA
LJ ZIETSMAN R. LESSING
T SIGNATURE:...... DATE:...... SIGNATURE:...... DATE:......
1
RECEPTION AREA S 2 RECEPTION AREA 3
4
5 6 LJ ZIETSMAN 7
1
2 D.J. CHALMERS
3 RE/2/389 4 S 254/389 SIGNATURE:...... DATE:......
S
S
S
LJ ZIETSMAN 200870111 15/11/2018
S
T
S
S
SW T 7
S T
T SW
T T SW
SW S
T T SW T
+2 868 400 X +2 868 400 X CITY OF TSHWANE
T T
S ROADS & TRANSPORT DEPARTMENT
T T GROUP HEAD ACTING DIVISIONAL HEAD
Mr Letlonkane P. (Pheko) Mr Lebepe M.T. (Thabo)
T T P.O. BOX 1409 P.O. BOX 1409
PRETORIA PRETORIA T T 0001 0001
T T T SW Mr Lebepe M.T. (Thabo) S SIGNATURE:...... DATE:......
DFA SW T
LEGEND: T
T T
LEGEND : EXISTING NEW DFA
S T
CCTV T DFA KOSMOSDAL X 89 T TELKOM T
S T SEWER T
DFA
SW T WATERMAIN T KOSMOSDAL FILLING STATION
T T
T ACCESS STORMWATER S
DFA T
ELECTRICAL CABLES T LAYOUT T
NEOTEL T T DFA T SW WAYLEAVE No. :WL1819-XXXX
T T
STREET LIGHTING T T
NEW ASPHALT T C2562 T
NEW PAVING T
SW
SW 15/11/2018 1:500 A1 T NEW CONCRETE T
LANDSCAPING +87 100 Y +87 000 Y +86 900 Y C2562--202-01 1 OF 1
SW
ANNEXURE C
TRAFFIC COUNT SURVEY DATA
SAMRAND COUNTS TRAFFIC SURVEY LOCATION 1 ROOIHUISKRAAL AND SAMRAND 09.10.2018 24 HOUR COUNT TOTAL VEHICLES TUESDAY AM PEAK 8:00 9:00 PM PEAK 18:00 19:00 ROOIHUISKRAAL 350 92 426 574 1092 1307 128 151 109 388 4508 931 2 946 3 882 7759
OUT 9 8 IN
528 306 3519 IN 940 319 6273
OUT 148 78 882 10 65 868 868 SAMRAND 307 168 2 015 106 350 350 SAMRAND 73 60 622 12 6 195 195
OUT
229 571 1957 IN 177 1413 1413
IN 1 2 OUT 227 31 137 59 505 496 93 361 42 406 3810 676 2 758 376 3763 ROOIHUISKRAAL v2.5 South East North West Time Hourly 1 2 8 9 10 12 AM PEAK 31 137 59 6 106 65 574 426 92 148 307 73 2024 PM PEAK 93 361 42 195 350 868 109 151 128 78 168 60 2603 24H TOTAL 676 2758 376 397 1916 4233 3882 2946 931 882 2015 622 21634 6:00 3 1 4 5 36 6 2 6 11 1 6:15 3 4 1 5 5 78 20 3 3 15 3 6:30 9 8 1 1 12 6 148 41 5 1 27 6 6:45 8 11 1 14 6 174 82 10 7 42 10 845 6:00 7:00 8 11 2 19 8 222 120 17 10 55 12 1254 6:15 7:15 16 22 5 24 17 153 108 10 24 76 18 1587 6:30 7:30 9 48 18 15 16 160 110 15 37 98 27 1875 6:45 7:45 14 57 25 2 22 13 139 91 15 29 72 28 2017 7:00 8:00 7 44 21 2 23 12 122 86 18 38 70 17 1993 7:15 8:15 4 30 7 1 23 13 142 99 18 53 87 14 2011 7:30 8:30 8 31 17 2 29 14 156 111 36 36 74 24 1996 7:45 8:45 12 32 14 1 31 26 154 130 20 21 76 18 2024 8:00 9:00 2 35 15 23 14 133 93 23 22 53 12 1989 8:15 9:15 7 24 6 2 17 13 141 95 26 11 58 13 1911 8:30 9:30 13 29 6 1 17 16 94 65 6 11 36 12 1679 8:45 9:45 14 33 10 2 24 22 98 66 9 10 37 6 1475 9:00 10:00 1 17 2 1 10 17 93 60 11 17 26 10 1315 9:15 10:15 10 22 4 17 30 76 39 4 5 26 6 1141 9:30 10:30 6 25 3 3 22 12 53 42 9 6 30 6 1052 9:45 10:45 14 23 1 13 27 57 35 6 6 23 11 937 10:00 11:00 8 24 4 1 15 17 60 24 5 11 26 10 877 10:15 11:15 5 27 3 1 21 18 44 36 7 6 21 2 829 10:30 11:30 6 29 2 26 18 39 28 7 7 20 6 800 10:45 11:45 5 35 3 18 29 40 20 3 7 27 6 777 11:00 12:00 4 30 1 3 21 35 33 18 13 4 13 5 752 11:15 12:15 8 27 4 3 24 22 32 17 17 10 20 4 749 11:30 12:30 6 32 3 1 19 40 27 25 12 6 17 6 755 11:45 12:45 5 29 4 15 22 28 29 2 9 22 5 732 12:00 13:00 7 30 7 1 23 35 39 25 6 12 22 5 764 12:15 13:15 7 37 4 2 20 37 31 34 15 10 24 9 806 12:30 13:30 8 23 2 19 42 31 25 9 10 12 3 796 12:45 13:45 7 25 3 2 22 37 48 28 6 8 22 5 839 13:00 14:00 7 30 2 1 16 47 47 28 8 21 26 11 871 13:15 14:15 10 33 2 1 23 33 36 28 8 10 20 6 851 13:30 14:30 11 24 2 2 19 41 31 31 16 13 18 7 882 13:45 14:45 8 31 11 37 27 32 11 10 18 3 857 14:00 15:00 12 35 5 2 24 41 46 31 10 9 19 6 853 14:15 15:15 5 40 3 2 23 38 31 30 18 9 16 7 865 14:30 15:30 11 36 2 24 54 32 42 15 11 26 6 909 14:45 15:45 10 61 6 2 17 77 24 31 11 8 31 9 1008 15:00 16:00 9 52 4 17 83 30 35 30 14 22 11 1075 15:15 16:15 8 52 3 1 24 130 36 43 18 13 21 8 1210 15:30 16:30 14 59 1 27 137 26 42 16 14 20 3 1310 15:45 16:45 6 85 1 7 38 141 13 36 14 15 35 9 1423 16:00 17:00 16 80 10 12 33 182 22 31 13 14 35 5 1569 16:15 17:15 12 114 11 11 43 199 24 54 19 17 22 6 1744 16:30 17:30 18 110 17 29 32 185 24 44 27 18 27 13 1929 16:45 17:45 13 85 9 43 59 189 35 34 18 15 19 8 2056 17:00 18:00 12 93 13 66 89 215 26 25 34 21 75 24 2296 17:15 18:15 35 113 13 70 107 261 33 49 32 21 34 19 2551 17:30 18:30 21 79 7 29 78 204 27 41 33 14 29 7 2576 17:45 18:45 25 76 9 30 76 188 23 36 29 22 30 10 2603 18:00 19:00 13 54 1 5 68 151 25 34 27 15 18 8 2329 18:15 19:15 11 56 3 4 59 191 22 24 15 9 19 11 1966 18:30 19:30 11 42 4 2 59 129 36 42 23 9 27 11 1792 18:45 19:45 12 48 4 1 40 90 26 39 17 11 22 7 1555 19:00 20:00 15 38 1 1 31 82 29 19 8 7 13 7 1387 19:15 20:15 14 40 3 27 70 21 20 8 5 10 7 1188 19:30 20:30 10 22 33 51 11 17 8 11 9 7 972 19:45 20:45 10 21 14 44 17 21 11 6 9 7 815 20:00 21:00 6 33 3 24 37 15 23 8 7 10 4 734 20:15 21:15 7 28 2 1 20 38 13 18 10 7 12 6 671 20:30 21:30 3 26 1 2 21 31 11 21 7 4 12 8 639 20:45 21:45 5 23 1 16 29 11 16 4 7 9 3 603 21:00 22:00 2 22 2 1 16 23 9 13 5 4 6 536 21:15 22:15 3 16 1 1 11 19 7 10 3 3 8 4 460 21:30 22:30 5 13 1 3 10 15 8 10 2 4 2 386 21:45 22:45 2 11 1 1 9 16 5 6 1 3 3 1 321 22:00 23:00 2 8 1 10 11 3 4 3 1 2 4 267 22:15 23:15 5 1 6 8 3 4 1 2 2 213 22:30 23:30 1 4 2 2 4 6 5 3 1 2 170 22:45 23:45 3 6 1 4 4 2 5 1 2 1 140 23:00 0:00 4 1 3 5 1 2 1 1 109 23:15 0:15 1 3 3 2 3 1 1 91 23:30 0:30 1 3 1 1 2 4 1 2 1 77 23:45 0:45 2 1 1 1 2 1 1 1 58 0:00 1:00 1 2 1 2 46 0:15 1:15 2 3 2 1 1 2 1 2 46 0:30 1:30 1 1 1 1 2 1 37 0:45 1:45 2 1 1 1 32 1:00 2:00 1 2 1 2 1 1 34 1:15 2:15 1 1 22 1:30 2:30 2 2 19 1:45 2:45 1 1 16 2:00 3:00 1 9 2:15 3:15 1 1 1 10 2:30 3:30 1 1 1 9 2:45 3:45 1 1 2 1 12 3:00 4:00 2 1 4 1 19 3:15 4:15 1 3 1 1 2 5 3 3 1 1 37 3:30 4:30 2 3 2 2 4 7 4 3 1 2 64 3:45 4:45 1 8 2 3 2 3 11 6 2 1 1 99 4:00 5:00 3 8 3 2 3 7 13 2 3 2 4 2 143 4:15 5:15 5 13 3 4 6 5 19 8 6 8 6 4 209 4:30 5:30 6 16 5 5 10 9 26 9 5 8 7 6 291 4:45 5:45 9 21 7 9 8 11 34 13 5 7 12 3 390 5:00 SAMRAND COUNTS TRAFFIC SURVEY LOCATION 1 ROOIHUISKRAAL AND SAMRAND 09.10.2018 24 HOUR COUNT CARS TUESDAY AM PEAK 8:00 9:00 PM PEAK 18:00 19:00 ROOIHUISKRAAL 320 63 411 570 1044 1287 117 145 104 366 4196 764 2 803 3 817 7384
OUT 9 8 IN
469 275 2845 IN 912 294 5798
OUT 129 67 701 10 62 865 865 SAMRAND 285 151 1 639 88 335 335 SAMRAND 55 57 505 12 6 188 188
OUT
177 538 1621 IN 156 1388 1388
IN 1 2 OUT 212 26 129 57 472 480 86 355 39 390 3494 522 2 630 342 3496 ROOIHUISKRAAL v2.5 South East North West Time Hourly 1 2 8 9 10 12 AM PEAK 26 129 57 6 88 62 570 411 63 129 285 55 1881 PM PEAK 86 355 39 188 335 865 104 145 117 67 151 57 2509 24H TOTAL 522 2630 342 374 1587 4175 3817 2803 764 701 1639 505 19859 6:00 3 1 1 5 36 6 1 4 7 1 6:15 2 2 1 4 4 78 18 2 3 14 3 6:30 8 5 1 9 6 148 39 2 1 24 4 6:45 6 6 1 10 5 173 76 5 3 38 7 773 6:00 7:00 5 11 2 11 7 219 112 16 7 49 9 1156 6:15 7:15 10 19 3 15 14 153 104 10 21 70 15 1459 6:30 7:30 6 45 15 12 14 159 109 10 28 86 25 1721 6:45 7:45 9 54 24 2 17 12 139 91 11 23 65 22 1860 7:00 8:00 7 41 21 2 15 10 122 84 12 34 64 12 1836 7:15 8:15 3 30 7 1 23 12 142 94 10 48 81 9 1862 7:30 8:30 7 29 17 2 26 14 156 107 26 31 70 17 1855 7:45 8:45 9 29 12 1 24 26 150 126 15 16 70 17 1881 8:00 9:00 2 32 15 15 14 130 92 16 18 48 9 1848 8:15 9:15 5 23 6 1 11 13 141 92 19 7 51 10 1767 8:30 9:30 11 27 4 1 8 16 93 64 4 7 28 11 1539 8:45 9:45 4 32 10 2 15 19 97 66 6 5 30 4 1334 9:00 10:00 17 2 1 6 17 91 58 8 10 19 10 1182 9:15 10:15 10 20 4 12 28 75 38 4 4 18 4 1020 9:30 10:30 3 22 3 3 14 12 52 40 9 5 27 6 942 9:45 10:45 9 20 1 10 27 56 34 4 3 15 10 841 10:00 11:00 5 21 4 1 11 16 59 24 5 8 16 7 779 10:15 11:15 3 25 3 13 18 41 35 4 3 13 1 721 10:30 11:30 2 28 2 14 18 37 25 5 7 14 4 681 10:45 11:45 2 34 3 10 29 40 19 3 4 18 2 656 11:00 12:00 1 29 1 3 17 32 33 16 10 4 9 5 639 11:15 12:15 4 23 4 3 15 22 32 12 16 6 13 3 633 11:30 12:30 3 31 3 1 12 40 26 24 12 6 13 4 652 11:45 12:45 4 27 3 9 22 27 29 2 8 15 3 637 12:00 13:00 2 30 6 1 13 33 37 21 5 9 8 3 645 12:15 13:15 6 34 3 2 14 37 30 32 13 9 11 5 688 12:30 13:30 5 22 1 15 40 31 25 7 7 9 3 678 12:45 13:45 4 24 3 2 13 36 48 28 5 7 18 5 722 13:00 14:00 5 28 2 1 14 44 46 28 7 18 18 9 774 13:15 14:15 6 31 1 1 12 32 36 28 7 10 12 5 759 13:30 14:30 10 24 2 2 16 40 28 28 12 8 12 4 780 13:45 14:45 5 29 8 36 25 32 11 7 13 2 755 14:00 15:00 7 34 5 2 17 40 46 26 9 7 9 5 742 14:15 15:15 4 38 3 2 15 37 30 29 14 6 8 4 751 14:30 15:30 8 30 2 18 54 29 39 12 10 20 4 791 14:45 15:45 7 57 3 2 11 76 24 25 6 7 21 7 869 15:00 16:00 4 50 3 16 81 30 28 26 9 15 8 932 15:15 16:15 3 51 3 1 18 128 35 37 11 7 19 6 1061 15:30 16:30 10 53 1 16 135 25 40 15 9 15 1 1155 15:45 16:45 5 82 1 6 32 138 13 32 10 14 25 6 1273 16:00 17:00 16 74 9 12 30 181 20 29 12 11 29 4 1430 16:15 17:15 11 109 10 10 40 199 23 45 19 15 17 4 1613 16:30 17:30 17 108 15 22 30 184 22 41 22 16 21 11 1802 16:45 17:45 11 83 9 41 59 188 35 34 17 13 15 7 1950 17:00 18:00 12 90 10 64 86 215 25 25 32 19 73 23 2197 17:15 18:15 33 113 13 67 99 258 30 46 31 18 31 19 2453 17:30 18:30 18 79 7 27 77 204 26 40 28 12 25 6 2493 17:45 18:45 23 73 9 30 73 188 23 34 26 18 22 9 2509 18:00 19:00 12 53 1 5 65 151 24 33 25 12 18 8 2242 18:15 19:15 10 56 1 4 56 189 21 23 14 9 19 10 1896 18:30 19:30 11 42 3 2 56 129 33 42 22 7 25 11 1730 18:45 19:45 12 48 4 1 37 90 26 38 15 9 22 7 1511 19:00 20:00 14 38 1 1 31 82 29 19 8 7 12 7 1353 19:15 20:15 13 40 3 25 70 20 20 8 5 9 7 1161 19:30 20:30 9 22 32 51 11 17 8 9 9 7 953 19:45 20:45 10 21 14 44 17 21 10 6 8 7 802 20:00 21:00 6 32 2 23 37 15 21 6 5 6 4 710 20:15 21:15 5 27 2 1 18 38 12 17 8 6 8 6 638 20:30 21:30 3 25 1 2 20 30 10 20 5 3 9 5 596 20:45 21:45 4 23 15 29 11 15 4 4 5 3 551 21:00 22:00 2 21 2 1 13 23 9 12 3 3 4 487 21:15 22:15 3 16 1 1 11 19 7 10 2 3 7 3 422 21:30 22:30 2 13 1 2 10 15 6 9 1 3 2 353 21:45 22:45 2 10 1 1 7 16 5 6 1 2 2 1 294 22:00 23:00 1 8 1 9 11 3 4 2 1 2 4 247 22:15 23:15 5 1 5 8 3 4 1 2 193 22:30 23:30 1 4 2 2 4 6 5 3 1 2 159 22:45 23:45 2 6 1 4 4 2 5 1 1 1 132 23:00 0:00 4 1 2 5 1 2 1 102 23:15 0:15 1 3 3 2 3 1 86 23:30 0:30 1 3 1 1 2 3 1 2 1 71 23:45 0:45 2 1 1 1 2 1 1 1 54 0:00 1:00 1 2 1 2 44 0:15 1:15 2 3 2 1 1 2 1 1 44 0:30 1:30 1 1 1 1 2 1 36 0:45 1:45 2 1 1 30 1:00 2:00 1 2 1 2 1 1 32 1:15 2:15 1 1 21 1:30 2:30 2 2 18 1:45 2:45 1 1 16 2:00 3:00 1 9 2:15 3:15 1 1 9 2:30 3:30 1 1 1 8 2:45 3:45 1 1 2 1 11 3:00 4:00 2 1 4 1 18 3:15 4:15 1 3 1 1 1 5 3 3 1 1 36 3:30 4:30 1 3 2 1 4 7 4 1 2 58 3:45 4:45 1 6 2 3 2 3 11 5 1 87 4:00 5:00 2 8 3 2 2 6 13 2 3 2 2 1 125 4:15 5:15 3 12 2 4 3 5 19 6 5 5 4 3 176 4:30 5:30 4 15 5 5 4 7 26 8 4 5 3 2 239 4:45 5:45 6 18 6 7 5 10 31 9 2 4 5 3 311 5:00 SAMRAND COUNTS TRAFFIC SURVEY LOCATION 1 ROOIHUISKRAAL AND SAMRAND 09.10.2018 24 HOUR COUNT MINIBUS TAXIS TUESDAY AM PEAK 8:00 9:00 PM PEAK 18:00 19:00 ROOIHUISKRAAL 22 23 13 2 38 17 8 3 1 12 221 119 92 21 232 OUT IN
9 8
40 26 284 IN 13 13 142
OUT 17 11 132 10 2 1 1 SAMRAND 9 12 95 6 8 8 SAMRAND 14 3 57 12 5 5
OUT
33 21 200 IN 8 14 14
IN 1 2 OUT 9 4 3 2 27 10 5 5 11 187 73 88 26 154 ROOIHUISKRAAL v2.5 South East North West Time Hourly 1 2 8 9 10 12 AM PEAK 4 3 2 6 2 2 13 23 17 9 14 95 PM PEAK 5 5 5 8 1 1 3 8 11 12 3 62 24H TOTAL 73 88 26 15 86 21 21 92 119 132 95 57 825 6:00 2 1 2 1 6:15 1 2 1 2 1 6:30 1 3 1 3 2 3 3 2 6:45 2 5 4 1 1 4 5 4 4 3 64 6:00 7:00 2 7 1 3 8 1 3 5 3 91 6:15 7:15 5 3 2 7 1 3 3 5 1 114 6:30 7:30 2 3 3 2 1 5 9 4 2 127 6:45 7:45 4 3 1 4 3 6 4 5 124 7:00 8:00 2 3 2 2 4 4 3 5 116 7:15 8:15 1 3 7 5 2 3 107 7:30 8:30 1 1 4 8 4 3 6 103 7:45 8:45 2 2 3 2 4 4 4 1 95 8:00 9:00 3 1 1 5 2 3 1 86 8:15 9:15 1 1 2 1 6 2 2 2 82 8:30 9:30 1 2 1 3 1 1 2 1 1 68 8:45 9:45 2 2 2 1 53 9:00 10:00 2 2 1 2 44 9:15 10:15 27 9:30 10:30 1 1 1 17 9:45 10:45 2 1 1 1 3 18 10:00 11:00 1 1 1 2 1 17 10:15 11:15 1 1 1 20 10:30 11:30 1 1 19 10:45 11:45 1 1 3 16 11:00 12:00 1 1 1 13 11:15 12:15 1 1 1 2 2 1 18 11:30 12:30 2 1 19 11:45 12:45 2 1 1 1 19 12:00 13:00 2 1 1 1 2 2 1 26 12:15 13:15 1 1 2 1 2 1 26 12:30 13:30 1 1 1 1 27 12:45 13:45 1 1 1 25 13:00 14:00 1 1 1 1 19 13:15 14:15 1 1 1 1 1 16 13:30 14:30 1 3 2 4 1 23 13:45 14:45 2 2 1 3 28 14:00 15:00 1 2 1 1 1 2 32 14:15 15:15 1 1 1 1 3 1 1 36 14:30 15:30 1 6 1 2 2 1 1 39 14:45 15:45 4 3 1 1 5 5 1 2 53 15:00 16:00 3 2 1 1 5 3 4 2 1 67 15:15 16:15 3 1 2 4 5 6 1 80 15:30 16:30 4 4 4 1 1 2 1 4 1 88 15:45 16:45 2 1 1 1 2 1 1 1 76 16:00 17:00 4 1 2 1 2 64 16:15 17:15 3 1 5 2 2 1 56 16:30 17:30 1 1 2 3 1 1 3 3 1 5 1 56 16:45 17:45 1 2 1 1 1 2 4 1 59 17:00 18:00 3 1 2 2 2 1 60 17:15 18:15 1 3 4 1 1 1 1 3 2 63 17:30 18:30 2 2 1 1 4 2 2 1 56 17:45 18:45 2 2 2 1 1 4 6 1 62 18:00 19:00 1 1 1 1 2 3 60 18:15 19:15 1 2 3 1 1 1 1 53 18:30 19:30 2 2 1 2 2 47 18:45 19:45 1 1 2 2 34 19:00 20:00 1 1 27 19:15 20:15 1 2 1 21 19:30 20:30 1 1 2 16 19:45 20:45 1 11 20:00 21:00 1 1 2 1 2 1 17 20:15 21:15 1 2 1 1 1 2 21 20:30 21:30 1 1 2 1 22 20:45 21:45 1 1 1 1 3 2 30 21:00 22:00 1 1 1 25 21:15 22:15 1 18 21:30 22:30 2 1 1 17 21:45 22:45 1 9 22:00 23:00 1 1 8 22:15 23:15 7 22:30 23:30 3 22:45 23:45 1 3 23:00 0:00 1 2 23:15 0:15 1 3 23:30 0:30 3 23:45 0:45 2 0:00 1:00 1 0:15 1:15 1 1 0:30 1:30 1 0:45 1:45 1 2 1:00 2:00 2 1:15 2:15 1 1:30 2:30 1 1:45 2:45 2:00 3:00 2:15 3:15 1 1 2:30 3:30 1 2:45 3:45 1 3:00 4:00 1 3:15 4:15 3:30 4:30 1 1 3:45 4:45 1 1 1 4 4:00 5:00 1 1 6 4:15 5:15 1 1 1 1 1 1 1 13 4:30 5:30 1 1 3 1 1 2 1 2 24 4:45 5:45 1 2 1 2 1 1 3 2 2 1 37 5:00 SAMRAND COUNTS TRAFFIC SURVEY LOCATION 1 ROOIHUISKRAAL AND SAMRAND 09.10.2018 24 HOUR COUNT BUSES TUESDAY AM PEAK 8:00 9:00 PM PEAK 18:00 19:00 ROOIHUISKRAAL
1 3 1 1 2 OUT IN
9 8
4 IN 3
OUT 1 10 SAMRAND 2 SAMRAND 1 12 2 2
OUT
5 IN 2 2
IN 1 2 OUT
1 1 2 7 4 2 1 4 ROOIHUISKRAAL v2.5 South East North West Time Hourly 1 2 8 9 10 12 AM PEAK PM PEAK 1 2 3 24H TOTAL 4 2 1 7 1 1 1 1 2 1 21 6:00 6:15 6:30 6:45 6:00 7:00 1 1 6:15 7:15 1 1 3 6:30 7:30 3 6:45 7:45 3 7:00 8:00 2 7:15 8:15 7:30 8:30 7:45 8:45 8:00 9:00 8:15 9:15 8:30 9:30 1 1 8:45 9:45 1 9:00 10:00 1 9:15 10:15 1 9:30 10:30 9:45 10:45 10:00 11:00 10:15 11:15 10:30 11:30 10:45 11:45 11:00 12:00 11:15 12:15 11:30 12:30 11:45 12:45 12:00 13:00 12:15 13:15 12:30 13:30 12:45 13:45 13:00 14:00 13:15 14:15 13:30 14:30 13:45 14:45 1 1 14:00 15:00 1 14:15 15:15 1 14:30 15:30 1 2 14:45 15:45 1 15:00 16:00 1 15:15 16:15 1 15:30 16:30 15:45 16:45 16:00 17:00 1 1 16:15 17:15 1 2 16:30 17:30 3 5 16:45 17:45 1 6 17:00 18:00 2 7 17:15 18:15 6 17:30 18:30 3 17:45 18:45 1 3 18:00 19:00 1 18:15 19:15 1 18:30 19:30 1 18:45 19:45 19:00 20:00 19:15 20:15 19:30 20:30 19:45 20:45 20:00 21:00 20:15 21:15 1 1 20:30 21:30 1 20:45 21:45 1 21:00 22:00 1 21:15 22:15 21:30 22:30 1 1 2 21:45 22:45 2 22:00 23:00 2 22:15 23:15 2 22:30 23:30 22:45 23:45 23:00 0:00 23:15 0:15 23:30 0:30 23:45 0:45 0:00 1:00 0:15 1:15 0:30 1:30 0:45 1:45 1:00 2:00 1:15 2:15 1:30 2:30 1:45 2:45 2:00 3:00 2:15 3:15 2:30 3:30 2:45 3:45 3:00 4:00 3:15 4:15 3:30 4:30 3:45 4:45 4:00 5:00 4:15 5:15 4:30 5:30 1 1 4:45 5:45 1 1 3 5:00 SAMRAND COUNTS TRAFFIC SURVEY LOCATION 1 ROOIHUISKRAAL AND SAMRAND 09.10.2018 24 HOUR COUNT BUSES TUESDAY AM PEAK 8:00 9:00 PM PEAK 18:00 19:00 ROOIHUISKRAAL 8 6 2 2 10 2 3 3 4 10 88 47 50 44 141 OUT IN
9 8
19 5 386 IN 15 12 330
OUT 2 48 10 1 2 2 SAMRAND 13 5 279 12 7 7 SAMRAND 4 59 12
OUT
19 12 131 IN 13 9 9
IN 1 2 OUT 6 1 5 6 5 2 3 3 122 77 38 7 109 ROOIHUISKRAAL v2.5 South East North West Time Hourly 1 2 8 9 10 12 AM PEAK 1 5 12 1 2 2 6 2 13 4 48 PM PEAK 2 3 7 2 4 3 3 5 29 24H TOTAL 77 38 7 1 242 37 44 50 47 48 279 59 929 6:00 1 3 6:15 1 1 6:30 6:45 2 8 6:00 7:00 1 1 6 6:15 7:15 1 2 2 1 1 11 6:30 7:30 1 3 1 8 24 6:45 7:45 1 1 1 1 3 1 30 7:00 8:00 1 5 2 3 39 7:15 8:15 1 2 1 4 2 42 7:30 8:30 1 3 2 1 1 1 38 7:45 8:45 1 3 4 2 1 1 5 1 48 8:00 9:00 8 2 2 2 2 2 55 8:15 9:15 1 1 4 2 1 2 5 1 62 8:30 9:30 1 1 6 1 1 2 6 71 8:45 9:45 8 1 7 3 1 3 3 6 2 87 9:00 10:00 1 4 2 1 6 5 88 9:15 10:15 2 5 2 1 1 1 8 2 93 9:30 10:30 3 2 7 1 1 1 3 93 9:45 10:45 3 2 3 1 1 8 1 78 10:00 11:00 2 2 3 1 1 1 10 2 81 10:15 11:15 2 2 8 3 1 2 2 8 1 88 10:30 11:30 4 12 2 3 1 6 2 100 10:45 11:45 2 1 8 1 2 9 1 105 11:00 12:00 2 1 4 2 2 2 4 100 11:15 12:15 3 3 8 3 1 2 6 1 98 11:30 12:30 1 7 1 1 4 2 84 11:45 12:45 1 6 7 2 76 12:00 13:00 3 10 1 1 2 1 1 13 2 93 12:15 13:15 1 2 1 5 1 2 11 3 92 12:30 13:30 2 3 2 2 3 3 91 12:45 13:45 3 9 1 4 92 13:00 14:00 1 1 2 3 1 2 8 2 78 13:15 14:15 3 1 10 1 8 1 76 13:30 14:30 3 1 3 2 1 6 2 79 13:45 14:45 3 1 1 5 1 73 14:00 15:00 5 5 4 1 1 8 1 78 14:15 15:15 1 7 1 1 1 3 7 2 77 14:30 15:30 1 6 2 1 1 5 2 77 14:45 15:45 3 5 1 8 2 85 15:00 16:00 2 1 1 2 1 1 5 2 75 15:15 16:15 2 4 2 1 2 2 2 1 68 15:30 16:30 2 7 1 1 4 2 67 15:45 16:45 1 1 5 3 3 2 9 2 74 16:00 17:00 1 1 1 1 1 3 6 1 74 16:15 17:15 1 2 3 1 4 3 1 73 16:30 17:30 1 1 2 1 2 1 1 1 66 16:45 17:45 1 41 17:00 18:00 3 2 1 32 17:15 18:15 1 4 2 2 2 1 29 17:30 18:30 1 1 1 2 24 17:45 18:45 1 1 2 2 29 18:00 19:00 2 1 26 18:15 19:15 1 1 16 18:30 19:30 1 1 1 14 18:45 19:45 2 10 19:00 20:00 7 19:15 20:15 1 6 19:30 20:30 3 19:45 20:45 1 2 20:00 21:00 1 1 3 7 20:15 21:15 1 1 1 2 11 20:30 21:30 1 1 1 1 3 2 20 20:45 21:45 2 21 21:00 22:00 2 1 2 2 23 21:15 22:15 1 1 20 21:30 22:30 1 2 14 21:45 22:45 1 2 1 16 22:00 23:00 1 10 22:15 23:15 1 2 11 22:30 23:30 8 22:45 23:45 1 5 23:00 0:00 1 5 23:15 0:15 2 23:30 0:30 1 3 23:45 0:45 2 0:00 1:00 1 0:15 1:15 1 0:30 1:30 0:45 1:45 1:00 2:00 1:15 2:15 1:30 2:30 1:45 2:45 2:00 3:00 2:15 3:15 2:30 3:30 2:45 3:45 3:00 4:00 3:15 4:15 1 1 3:30 4:30 1 1 1 1 5 3:45 4:45 1 1 1 8 4:00 5:00 1 1 2 12 4:15 5:15 2 1 2 1 2 1 20 4:30 5:30 1 2 1 1 1 3 2 27 4:45 5:45 1 1 3 2 1 1 1 5 39 5:00
ANNEXURE D
SURVEY SHEETS
ANNEXURE E
INTERCEPTION RATES GRAPH 6.2