FILLING STATION FEASIBILITY STUDY

MARCH 2020

FILLING STATION FEASIBILITY STUDY

ERF 37 MONTANA A.H., PRETORIA, GAUTENG C/O DR VAN DER MERWE ROAD & ROOIBOS ROAD

(Revision 0)

FILLING STATION FEASIBILITY STUDY (Rev 0) ERF 37 MONTANA A.H., PRETORIA, GAUTENG (C/O DR VAN DER MERWE ROAD & ROOIBOS ROAD)

EDL ENGINEERS (PTY) LTD 2

Issue/revision Revision 0 Revision 1 Revision 2 Revision 3

Remarks For Information

Date March 2020

Prepared by J.M. van Rooyen

Checked by E.D. Kotze (Pr. Tech Eng)

Signature

Project number 20017

File reference Z:/PROJECTS/20001‐

20099/

EDL Engineers (Pty) Ltd 1st Floor, Block D

The Village Office Park

c/o Glenwood Rd & Oberon Ave,

Fearie Glen, 0043

Cell: +27 (0)83 564 1563

Tel: +27 (0)87 897 5074/5/6

Email: [email protected] Website: www.edlengineers.co.za



CONTENTS

1 Introduction & Study Area 5

1.1 Introduction 5

1.2 Study Area 5

1.3 Population growth in the study area 6

1.4 Traffic growth within the Study Area 6

1.5 Future Roads 6

1.6 Evaluation of the Study Site 7

2 Impact on Existing Sites 8

2.1 Competitor Sites 8

2.2 Catchment Markets 8

2.3 Competitor Sites Investigation 9

2.4 Impact on existing sites 12

2.5 Conclusion on Competitor Stations 13

3 Estimated Sales of Proposed Site 14

3.1 2020 Traffic Demand Count 14

3.2 2020 Traffic Demand (ADT) 14

3.3 Average Fill (F) 15

3.4 Interception Rates (p) 15

3.5 Full trading days in a month 17

3.6 Expected Monthly Sales 17

4 Feasibility of Proposed Site 19

5 Other Traffic Engineering Considerations 20

5.1 Impact on Traffic Flow past the site (Safety) 20

5.2 Delivery Vehicle Path 21

6 Conclusions 22



Tables

Table 1 Expected Shared Traffic

Table 2 Impact on Surrounding Sites – Lost Fuel Sales

Table 3 Expected Interception Rates

Table 4 Estimated Fuel Sales per Month

Figures

Figure 1 Locality Plan

Figure 2 Competitor Sites

Figure 3 Existing 2019 (24 Hr) Traffic Volumes

Drawings

Drawing No: 20017/AL/01 Proposed Access Layout

Annexures

Annexure A: Competitor Filling Stations Photos

Annexure B: Traffic Counts



1 Introduction & Study Area

1.1 Introduction

EDL Engineers (Pty) Ltd have been appointed to investigate a site for the development of a filling station. An investigation was undertaken to prepare a study for the opening and operation of a filling station on the proposed site, which is situated on Erf 37 Montana A.H., on the north western corner at the intersection of Dr Van Der Merwe Road and Rooibos Road in Montana A.H., Pretoria. The evaluation was for a standard filling station with a canopy covered forecourt, at least 4 pump islands with a number of pumps (min. 8 x 4) selling petrol and diesel fuels as well as a modern convenience store, all on a site that has enough space to accommodate all of the abovementioned amenities.

The purpose of the study is to determine whether the proposed site is feasible for the opening and operation of a modern, benchmark filling station and to estimate the Litres of Fuel that will be sold monthly. The study considers the development viability by assessing the projected volume of fuel to be sold and possible impact on competitor filling stations.

This feasibility report takes certain physical characteristics into account based on observations during the site inspection as well as surveyed traffic volumes and then makes reasonable assumptions on possible access options. Please note that the approval of accesses, EIA, licensing, land use issues, building plans etc. is outside the scope of this feasibility report and therefore these implementation issues cannot be guaranteed. The developer of the facility must therefore still get all the required approvals for the filling station development on this site, including (but not limited to) the items listed above.

1.2 Study Area

As shown in Figure 1, the site is located in Montana A.H., Pretoria. The site area (Erf 37) is surrounded mainly by low density residential erven, with some high density residential and undeveloped erven in the vicinity. Hoërskool Montana and Montana Private Hospital is situated 500m west of the site. The Kolonnade Shopping Centre is situated 500m to the south of the site. The major transit route of Sefako Makgatho Drive is situated approx. 500m south of the site.

Dr Van Der Merwe Road is under jurisdiction of the Tshwane Metropolitan Municipality. This road functions as an Urban Collector Street (Class 4a).

Rooibos Road is under jurisdiction of the Tshwane Metropolitan Municipality. This road functions as an Urban Collector Street (Class 4b).

The location of the site is indicated on the locality map in Figure 1.



1.3 Population growth in the study area

As can be seen by the Graph below, the population growth for the area of Tshwane Region 2, has been positive every year since 2011 and from 333 083 people has grown to about 393 186 people in 2019. This calculates to an average population growth of just over 2.095% per annum. This is based on data from Statistics South Africa and from the census data obtained from City of Tshwane.

330000

340000

350000

360000

370000

380000

390000

400000

2011 2012 2013 2014 2015 2016 2017 2018 2019

1.4 Traffic growth within the Study Area

Precise traffic growth patterns were not analyzed nor calculated in depth for this report. Due to the expanding residential areas, the retail centres and the main transient routes in the area as well as the developable land available in the area surrounding the site, an average of 3.0% annual traffic growth rate was assumed over the next 3 years for the study area.

1.5 Future Roads

Future road planning includes:

The proposed traffic circle conversion of the intersection of Dr Swanepoel Road and Rooibos Road, as proposed in the TIA done by EDL Engineers (Pty) Ltd for Erf 37 Montana A.H.



1.6 Evaluation of the Study Site

The subject site was investigated, and a qualitative assessment was made, and the site was ranked according to the following descriptions:

◘ Visibility: Being located on a collector route between several small residential developments and Sefako Makgatho Drive, with some natural obstructions and developments impairing the visibility, the site is visible to passing traffic from a moderate distance. The visibility can thus be described as GOOD;

◘ Location: The study site is located at the junction between a collector road (Dr Van Der Merwe Road) and another collector road (Rooibos Road), between the residential areas of Montana A.H. and the Sefako Makgatho Drive transient corridor. The location of the site is considered to be GOOD;

◘ Access: Both Dr Van Der Merwe Road and Rooibos Road is under jurisdiction of the municipality. Rooibos Road is planned to be upgraded with the addition of a traffic circle at the intersection of Dr Swanepoel Road and Rooibos Road. Access to the site can potentially be provided from Dr Van Der Merwe Road as a full access and from Rooibos Road as a Full access and it can hence be concluded that this access layout can be described as VERY GOOD;

◘ Trading Market: The trading market is described as GOOD, as it will consist of the daily commuters and local traffic between the residential areas and Sefako Makgatho Drive.

◘ Competitor Stations: There are a few existing filling stations situated on Sefako Makgatho Drive, of which 3 are within 1km radius from the site. There is a total of 8 sites within a 3km radius. There is also one possible new (future) filling station located within 1km to the east. The study site is thus rated AVERAGE in terms of competitors.

◘ Traffic Volumes: The survey indicated high volumes passing the proposed site and the exposure to traffic can thus be described as GOOD; and with the two “Full’ accesses proposed, traffic will be able to access the site from all directions.

Considering the criteria discussed above, it can be concluded that the study site has GOOD trading potential.

Very Poor Poor Average Good Very Good



2 Impact on Existing Sites

2.1 Competitor Sites

To determine the impact on surrounding sites, it is typical to look at the filling stations sharing the same and adjacent local markets as well as filling stations located along the same routes. This guideline is used by various departments, major fuel companies and agencies. A radius of 3km is normally looked at in an urban environment, as more impact on the competitors is expected, the closer they are located to the proposed site. In the case where the site is located along a rural arterial or major arterial, it is typical to look further as the area of influence is stretched along a much longer distance due to transient traffic traveling between towns and settlements.

As this site is located within a portion of a metropolitan, eight (8) existing sites within a 3km radius were deemed relevant for this study. Figure 2 depicts these competitor filling stations in relation to the proposed site as well as the applicable catchment markets.

2.2 Catchment Markets

Physical man‐made barriers (such as freeways, railways, airports etc.) or natural barriers (such as mountains, rivers or dams) create different markets (catchment areas) for a site. For this study, types of commuters (local vs transient) were also used to divide the study area into the following markets:

◘ A: The commuter and local market of Montana A.H.

◘ B: The commuter market of Montana



2.3 Competitor Sites Investigation

The exact reasons on how drivers make their decisions at which filling station to fill up is not known, but it is influenced by the same factors determining the turn‐in percentage (interception rate) to be discussed in Section 3.3. Other agencies, such as the Department of Energy, consider passing road users’ access to petroleum products at existing filling stations and not all the factors influencing the interception rate. These factors will determine the moving market factor (i.e. when the study site gains customers from other existing stations).

Research indicates several factors that influence the moving market between competing filling stations. Different petrol brands play a very small role in consumer motivations. The price of the convenience store goods plays a limited role in re‐patronage. Aesthetic factors impact on re‐patronage and total customer experience (i.e. the interception rate factors mentioned previously) lead people to become more frequent patrons of a filling station. In the past few years rewards programs such as Clicks Clubcard Points, e‐bucks and uCount rewards also became more important for customers and does influence the interception rate, when two filling stations are located near each other. In short, it is the station that delivers the best overall experience and service to customers that outperforms competitors.

The assessment of the impact the proposed filling station will have on other filling stations in the area was mainly based on the shared traffic streams, but all other factors discussed have also been considered. It is important to note that shared traffic only gives an indication of the daily traffic movement patterns between stations.

The following existing filling stations have been deemed relevant for this study and the distances to the site have been measured along each road to the competitors:

(i) SASOL Zambezi North – 740m from Site (Travel Distance)

This older filling station is situated on the northern side of Sefako Makgatho Drive, it can be reached by means of a Left‐in and Left‐out access on Sefako Makgatho Drive. This site is 350m east of the intersection of Sefako Makgatho Drive and Dr Swanepoel Road and can be clearly seen from Sefako Makgatho Drive. This site offers four (4) pump islands selling petrol and diesel fuels, and one (1) remote pump selling diesel exclusively. Average fills recorded at 19 litres per vehicle. This site offers a medium convenience store. Other amenities at the premises include an FNB and ABSA ATM. Nearby shops includes a car dealership and a small business park. Please refer to Photo 2 in Annexure B.

(ii) SASOL Kolonnade – 760m from Site (Travel Distance)

This older filling station is situated on the southern side of Sefako Makgatho Drive, it can be reached by means of a Left‐in and Left‐out access on Sefako Makgatho Drive, no access is available from the Kolonnade shopping centre. This site is 320m west of the intersection of Sefako Makgatho Drive and Enkeldoorn Avenue and can be clearly seen from Sefako Makgatho Drive. This site offers four (4) pump islands selling petrol and diesel fuels. Average fills recorded at 18 litres per vehicle. This site offers a medium convenience store. Other amenities at the premises include an FNB and ABSA ATM, as well as a car wash and Marko Stores Collection Point. Nearby shops include the Kolonnade Shopping Centre. Please refer to Photo 3 in Annexure B.



(iii) ENGEN Montana Crossing – 1.25km from Site (Travel Distance)

This older filling station is situated on the northern side of Sefako Makgatho Drive, it can be reached by means of a Left‐in and Left‐out access on Sefako Makgatho Drive, no access is available from the shopping centre. This site is 190m west of the intersection of Sefako Makgatho Drive and Dr Swanepoel Road and can be clearly seen from Sefako Makgatho Drive. This site offers four (4) pump islands selling petrol and diesel fuels. Average fills recorded at 24 litres per vehicle. This site offers a medium convenience store. Other amenities at the premises include an ABSA (Cash Express) ATM. Nearby shops includes the Montana Crossing Shopping Centre, Hokaai Meat Market and a Wimpy Drive‐Thru. Please refer to Photo 4 in Annexure B.

(iv) ENGEN Magalieskruin – 1.35km from Site (Travel Distance)

This dated filling station is situated on Braam Pretorius Street. The site can be reached by means of two (2) full accesses from Braam Pretorius Street and one access from the adjacent Shops/Restaurant. This filling station has a medium sized convenience store, car wash and an FNB ATM. Other amenities nearby include a Burger Bistro Restaurant and some smaller line shops. This filling station comprise of four (4) pump islands selling petrol and diesel fuels. Average fills were measured at 27 litres per vehicle. Please refer to Photo 5 in Annexure B.

(v) CALTEX Amandelboom Motors – 2.2km From Site (Travel Distance)

This older filling station is situated on at the corner of Amandelboom Street and Crevillea Street, east of the intersection of Amandelboom Street and Dr Van Der Merwe Road. This site has two full accesses. This site offers four (4) pump islands selling petrol and diesel fuels, and one (1) remote pump selling diesel exclusively. Average fills were recorded at 15 litres per vehicle. This site offers a small sized, modern convenience store. Other amenities at the premises include an FNB, Standard Bank and Capitec ATM, also an on‐site car wash. Nearby businesses include a Spar and Tops, a Pharmacy and a Burger Take Away. Please refer to Photo 6 in Annexure B.

(vi) ENGEN Zambezi Junction – 3.1km from Site (Travel Distance)

This filling station is currently being rebuilt. The BP franchise is being replaced by an ENGEN franchise. This filling station is on the northern side of Sefako Makgatho Drive, it can be reached by means of a Left‐in and Left‐out access on Sefako Makgatho Drive. Nearby shops include the centres of Zambezi Junction and Montana Value Centre, no access to either of these centres can be taken from the filling station. Please refer to Photo 7 in Annexure B.



(vii) SHELL Montana Park – 3.1km from Site (Travel Distance)

This older filling station is situated on the southern side of Sefako Makgatho Drive, it can be reached by means of a Left‐in and Left‐out access on Sefako Makgatho Drive, no access is available from the adjacent retail centres. This site offers three (3) pump islands selling petrol and diesel fuels, and one (1) pump selling diesel exclusively. Average fills recorded at 23 litres per vehicle. This site offers a medium convenience store. Other amenities at the premises include an FNB and ABSA ATM and a Torrador Coffee Shop. Nearby shops include a Builder’s Warehouse, Bathroom Bizarre and a Hyundai Dealership. Please refer to Photo 8 in Annexure B.

(viii) Possible Future Station – 1.4km from Site (Travel Distance)

There is a filling station planned on the south eastern side of the intersection of Enkeldoorn Avenue and Bougainvillea Drive. This filling station is still in the early planning phase and only a future possibility, but will be a modern site and will have a small impact on the subject site (refer to Table 1 and 2) as it will have access from two different roads.



2.4 Impact on existing sites

An estimation of the shared traffic between the study site and the abovementioned existing competitor stations is summarised in Table 1. Shared traffic can be accurately calculated by conducting traffic counts at intersections closest to competitor stations and other intersections where traffic can be diverted. In lieu of such information, a percentage of shared traffic is calculated from previous counts and reasonable assumptions are made, based on EDL’s experience with conducting feasibility studies and knowledge regarding the area and traffic movement in the study area.

Table 1: Expected Shared Traffic

SITE FILLING STATION

POTENTIAL

PASS‐BY

TRAFFIC

(VEH/DAY)

POTENTIAL TRAFFIC

SHARED WITH NEW

FILLING STATION

(VEH/DAY)

PERCENTAGE OF

TOTAL TRAFFIC

SHARED (%)

GENERAL

COMMENTS

1 SASOL Zambezi North 20 000 2 000 10 Older Filling Station on main transient

route

2 SASOL Kolonnade 20 000 1 600 8 Older Filling Station on main transient

route

3 ENGEN Montana Crossing 20 000 2 200 11 Older Filling Station on main transient

route

4 ENGEN Magalieskruin 14500 300 <5 Older filling station with number of shops nearby

5 CALTEX Amandelboom Motors 16000 1 100 7 Older Filling Station with small shop and

nearby Spar

6 ENGEN Zambezi Junction 20 000 1 000 5

Filling Station (under construction) on main transient

route

7 SHELL Montana Park 20 000 500 <5 Older Filling Station on main transient

route

8

Future Montana Gardens

Filling Station

Enkeldoorn Avenue &

Bougainvillea Drive

16500 1650 10 Planned Filling Station

Note that the traffic shared between existing stations and the study site does not imply the same or proportional percentage of lost fuel sales. Passing road users are more likely to purchase fuel or turn into a filling station based on the overall aesthetic perception of the facility and the quality of service offered. The station’s location, its accesses, available amenities, visibility, site layout and overall convenience offered influence the loss of fuel sales when competing against a new, modern competitor. A summary of the potential loss in fuel sales is indicated in Table 2.



Table 2: Impact on Surrounding Sites – Lost of Fuel Sales

SITE FILLING STATION MOVING MARKET

FACTOR (%)

1 SASOL Zambezi North 7

2 SASOL Kolonnade 5

3 ENGEN Montana

Crossing 7.5

4 ENGEN Magalieskruin <5

5 CALTEX Amandelboom

Motors 5

6 ENGEN Zambezi Junction <5

7 SHELL Montana Park <5

8

Future Montana

Gardens Filling Station

(Enkeldoorn Ave &

Bougainvillea Dr)

5

The development and operation of the proposed filling station will have an initial impact on a number of filling stations in the study area, but considering the shared traffic and different markets catered for by each one of these competitor stations, this impact should not irreparably jeopardise these businesses as they have a large transient market and this development mainly caters for a different portion of the local market.

The subject site will mainly serve traffic within the area of Montana A.H. and traffic travelling north, and south along Dr Van Der Merwe Road

2.5 Conclusion on Competitor Stations

From Table 2, it can be concluded that the impact of the competitors will be low, mainly to the competitor sites serving different markets. The existing SASOL Zambezi North and ENGEN Montana Crossing will be the most affected (7% to 7.5% impact) but will be able to recover most of the lost sales within 3 to 4 years after the proposed filling station is constructed. The balance of the expected fuel sales in a month, that is not gained from the mentioned competitors will be gained from the residential area surrounding the site, specifically Montana A.H. and also from passing vehicles on Dr Van Der Merwe Road that currently fill‐up elsewhere (outside the study area).



3 Estimated Sales of Proposed Site

The following empirical formula is used by the fuel industry to calculate the expected average Liters of fuel to be sold in a month:

L = ADT × F × p × d

Liters per month (L) = [Vehicles per day passing the site (ADT)]

x

[Average fuel fill per vehicle (F.)]

x

[Percentage vehicles of pass‐by traffic turning into the site(p)]

x

[Average full normal trading days in a month (d)]

Each of the factors used in the calculation formula for fuel sales shown above, are discussed in the following subsections of this chapter.

3.1 2019 Traffic Demand Count

Traffic Counts were used to determine the traffic demand and traffic volumes for the study area. A classified count was conducted by EDL in February 2019, at the intersection of Dr Van Der Merwe Road and Rooibos Road as indicated in Figure 1.

The detailed (classified) traffic count report is attached as Annexure C.

The Average Daily Traffic (ADT) currently travelling through this intersection is approximately 16 444 vehicles per day, with heavy vehicles constituting approximately 1.5% of the daily traffic and Taxi’s about 1.5% of the daily traffic.

The daily traffic flows were broken down in the different directions, as shown in the next Sub‐chapter.

3.2 2019 Traffic Demand (ADT)

The 13‐hour classified traffic count that was conducted by EDL was done on the 7th of February 2019 at the intersection of Dr Van Der Merwe Road and Rooibos Road, as indicated in Figure 1. These counts were converted to 24‐hour counts and broken up into different traffic streams as shown below:

◘ 3 333 veh/day northbound on Dr Van Der Merwe Road past the site;

◘ 4 097 veh/day westbound on Rooibos Road past the site (Negative);

◘ 3 422 veh/day eastbound on Rooibos Road past the site;

◘ 4 040veh/day southbound on Dr Van Der Merwe Road past the site (Negative)

◘ 1 552veh/day not passing the site.

From the traffic count (2020), the site is exposed to an ADT of approx. 14 892 veh/day travelling in all directions along Dr Van Der Merwe Road and Rooibos Road at the intersection where the filling station is proposed.



3.3 Average Fill (F)

The average fill at a site varies depending on the type of traffic it is exposed to, with higher fills generally encountered at sites exposed to more transient traffic and lower fills for local traffic. Lower fills can also be expected for sites situated in lower income areas, for older sites and higher fills in more affluent (high income) areas.

In order to get an indication of the average fill in die study area, a survey was conducted at the relevant sites where fill volumes were recorded, and the facilities provided at each station recorded. The survey indicated an average fill at nearby stations in higher income areas of approximately 15 – 27 litres per vehicle. Due to the slightly lower density housing in the area of Montana A.H. and for the purpose of the study, an average fill of 20 litres per vehicle was deemed appropriate and adopted for the calculations of the subject site.

3.4 Interception Rates (p)

The turn‐in percentages (interception rates) are determined inter alia by the following factors:

◘ Convenience (clean new facility and easily accessible);

◘ Visibility (good/long time to decide whether to use the facility or not);

◘ The amount of passer‐by traffic (as per traffic count);

◘ Type of traffic (transient, commuter or local; income level of the area also a factor);

◘ Other nearby filling stations (distances to competitor sites);

◘ Service provided to public (car wash, convenience shop, A.T.M. etc);

◘ Good accesses (proper deceleration and acceleration lanes);

◘ Location (homebound and work bound and surrounding area);

◘ Site layout (large enough to provide easy site circulation)

◘ Fuel Rewards Programs

From previous site surveys and experience with existing and new filling station developments, it has been determined that there is a relationship between the interception rate and the passing traffic volumes of a site. This relationship is illustrated by the graph below. The expected interception rates for the proposed development are also indicated on the graph and tabulated in Table 3 on the next page. The interception rates for traffic flow on the opposite side of the road from the filling station is lower as vehicles need to cross traffic to enter the filling station.



Table 3: Expected Interception Rates

ADT = 16 248 VEH/DAY PASSING THE SITE

ROAD AND DIRECTION TRAFFIC VOLUME

(VEH/DAY)

ADOPTED INTERCEPTION

RATE

Northbound on Dr Van Der Merwe past the site (Positive Traffic)

3 333 5.5%

Westbound on Rooibos Road past the site (Negative Traffic)

4 097 3.5%

Eastbound on Rooibos Road past the site (Positive Traffic)

3 422 6.5%

Southbound on Dr Van Der Merwe past the site (Negative Traffic)

4 040 4.0%

As can be seen on the Interception Rate vs ADT graph, the interception rates expected for the subject site varies on Dr Van Der Merwe Road and Rooibos Road. Lower interception rates are expected for the traffic travelling on the opposite side of the street, which will have to turn across oncoming traffic (negative traffic).

DR VAN DER MERWE ROAD NORTHBOUND ROOIBOS ROAD EASTBOUND

ROOIBOS ROAD WESTBOUND DR VAN DER MERWE SOUTHBOUND



3.5 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 school holidays or public holidays. If there was no variation in the traffic, there would have been 30.5 (365/12) full normal 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 becomes less. It is thus wrong to assume that a default value of 30.5 days should be used since a 24‐hour facility will be operated each day of the month.

Traffic patterns in the study area largely determine the number of trading days per month. For filling stations situated in areas largely exposed to commuter traffic, 26 full trading days in a month can be expected. The 26 days is based on the fact that a Saturday and Sunday each only count for only half a trade day, resulting in only 6 full days of trading each week.

With no nearby large developments and attractions generating higher traffic on Saturdays and Sundays. It is expected that 26 trading days per month is appropriate and was therefore assumed for the proposed filling station.

3.6 Expected Monthly Sales

For new developments a general guideline is used when estimating fuel sales for future years. It is commonly found that the full potential of a filling station’s fuel sales is not reached during the first year of operation. Only during the third year the full (100%) potential is normally reached.

In‐depth calculations for diesel sales were not conducted separately for this study. The average fills on diesel is more than that of petrol, but the profit per litre is lower. It was thus assumed that the typical profit on diesel transactions will be similar to the profit on petrol transactions. Diesel sales normally constitute only 5 – 20% of the total fuel sales, depending on the % Heavy Vehicles and there are usually other competitors that already cater for the diesel market, by offering reward programs and discounts as well as 30‐day accounts.

For the purpose of this study and considering the surrounding area and the very low percentage of heavy vehicles passing the site, it was estimated that diesel transactions will account for approximately only 10% of the monthly fuel sales. A summary of the estimated fuel sales is presented in Table 4 on the next page.



Table 4: Estimated Fuel Sales per month

Erf 37 Montana A.H. (Dr Van Der Merwe Rd/ Rooibos Rd)

N OR T H SOU TH EA ST W EST

Traffic Flow (Vehic les per Day) 3,333 4,040 3,422 4,097

Average Fill (Litres per Day) 20.0 20.0 20.0 20.0

Trading Days (Days per Month) 26 26 26 26

Interception Rate (%) 5.00% 3.50% 6.00% 3.00%

SUB -T OT A L 86,658 73,528 106,766 63,913

SA LES P OT EN T IA L

330,866

ANNUAL FORECAST - MONTHLY SALES POTENTIAL

T OT A L

P ercentageo f P o tent ia l

Gro wthR ate

P etro l D ieselLIT R ES

P ER M ON T H

1 2020 90% 3.00% 276,041 30,671 306,712

2 2021 95% 3.00% 300,118 33,346 333,465

3 2022 100% 3.00% 325,391 36,155 361,546

160,186 170,680

YEA R

P ER IOD P OT EN T IA L GR OWT H EST IM A T ED LIT R ES

M ON T H LY SA LES P OT EN T IA L

MOVEMENT

ALL VEHICLESR o o ibo s R dD r Van D er M erwe R d

Major fuel companies generally regard a new site feasible if the fuel sales volume forecast indicates that more than 300 000 litres of fuel will be sold per month. Considering the expected fuel sales tabulated in Table 4 to just over 360 000 litres in the 3rd year of operations, it can be concluded that the proposed site will be feasible for the development of a filling station for all the larger fuel companies, (such as SASOL, TOTAL, ENGEN, BP, SHELL, etc.) on the corner of Dr Van Der Merwe Road and Rooibos Road, Montana A.H., Pretoria. Please note that the feasibility will be dependent on obtaining direct ‘Full’ access approval from both Dr Van Der Merwe Road and Rooibos Road.

Access Road West



4 Feasibility of Proposed Site

We have previously consulted with filling station developers and considered several new filling station development cases for minimum monthly fuel sales thresholds and for development costs. Table 4 below provides a summary of the typical costs associated with a new, modern filling station development located on a site roughly like the proposed filling station.

Table 5: Typical Costs of a New Filling Station

COST ITEM COST COST

1. ZONED PROPERTY R 4 500 000.00

1.1 Rights, EIA, Licenses, etc. R 900 000.00

1.2 Land Cost R 2 500 000.00

1.3 Developer Profit R 500 000.00

1.4 Bulk Service Contribution R 350 000.00

2. CIVIL ENGINEERING CONTRACT R 4 400 000.00

2.1 Access (External Roads) R 2 000 000.00

2.2 Internal Roads (incl. paving & kerbs)

R 1 500 000.00

2.3 Earthworks R 750 000.00

2.4 Services R 150 000.00

3. BUILDER’S CONTRACT R4 300 000.00

3.1 Building R 1 350 000.00

3.2 Canopy R 1 000 000.00

3.3 Signage R 120 000.00

3.4 Shop Fitting R 350 000.00

3.5 Computer & CCTV System R 230 000.00

3.6 Generator R 250 000.00

4. OTHER R 1 450 000.00

4.1 Franchise Fee R 250 000.00

4.2 Professional Fees R 950 000.00

4.3 Gardens, Irrigation and Fencing R 250 000.00

TOTAL R 14 650 000.00

The cost variation of a filling station development is largely influenced by the cost of the zoned property, the size of the site and the civil engineering works (mainly the cost of the earthworks and the accesses). Major fuel companies generally regard such a site feasible if the projected fuel sales are in the region of 300 000 liters per month, depending on several factors, but this is not cast in stone and various fuel companies have different views on the required minimum fuel sales thresholds. Given the expected fuel sales in year 3, tabulated in Table 4 (361 000 liters per month), it can be concluded that the proposed filling station will be feasible for the larger fuel companies as the projected fuel sales are more than 300 00 litres per month.



5 Other Traffic Engineering Considerations

5.1 Impact on Traffic Flow past the site (Safety)

Road authorities have in the past identified the possible negative impact a filling station can have on the traffic flow past a site. After proper research and the input from various experienced traffic engineers, the BB2 design manual and Guidelines for Access to Filling Stations were compiled to ensure the construction of proper and safe accesses to filling stations.

As negotiated with the Tshwane Metropolitan Municipality, a ‘Full’ access is proposed on Dr Van Der Merwe Road at approx. 85m north of the intersection of Dr Van Der Merwe Road and Rooibos Road.

A ‘Full’ access is proposed on Rooibos Road at approx. 75m west of the intersection of De Van Der Merwe Road and Rooibos Road.

The impact of the proposed filling station on the existing traffic flow must be considered for the following two phases:

(i) During the Construction Phase

During the construction phase, construction vehicles or even abnormal vehicles or delivery vehicles could affect and/or disrupt current traffic flows. During this phase possible traffic congestion or increase in congestion, temporary obstructions in the roadway and the influence on adjacent developments must be considered.

(ii) During the Operational Phase

During the operational phase the existing traffic flow patterns on the roadways adjacent to the proposed site are expected to vary and change over time. Filling stations are developments that intercept trips from the background traffic as opposed to other developments that generate additional trips. The interception of traffic could cause minor disruptions if not considered thoroughly.

The following issues should be considered to minimize the possible negative impacts that the proposed filling station might have on the passing traffic during the operational phase:

◘ The detail design of the proposed filling station should adhere to the prescribed specifications (and subsequent approvals) of the applicable road authorities;

◘ Care should be taken pertaining to the placing of signage in the proximity of access points to the proposed filling station;

◘ Issues pertaining to surface damage and poor condition of the roads in proximity of the site should be reported to the applicable authority and custodian of the respective roads; and

◘ Appropriate road signs and traffic markings should be implemented at the site to ensure safe and convenient access for passing traffic on both roads.



It can be concluded that the existing traffic passing the site will not be negatively affected by the proposed filling station’s operations, as the issues mentioned above will be addressed by proper access design standards, turning and deceleration lanes (where applicable) as well as appropriate signage.

5.2 Delivery Vehicle Path

Like road safety, the path of the delivery vehicle is also evaluated by the road authority. The geometric standards adopted in the design manuals allow for a fuel delivery vehicle to enter and exit a site safely. Typically, the entrance lane width should be at least 5m wide, to accommodate a Single Unit + Trailer Heavy Vehicle. For light vehicles a minimum width of only 3.5m is required.

It can be concluded that the proposed site will be able to accommodate such fuel delivery vehicles.



6 Conclusions

The following conclusions were made regarding the proposed filling station:

◘ The expected fuel sales for the proposed filling station development is summarized in Table 4. The estimated fuel sales for the proposed filling station’s third year of operation is approximately 361 000 litres per month.

◘ The proposed filling station is expected to take between 5% and 7.5% from five(5) competitor sites (Table 2), with 3 sites expected to be impacted less than a 5%. The proposed site will have an initial negative impact (between 5% and 7.5%) on a number of existing filling stations in the study area, but considering the different markets and traffic streams catered for, by each of the existing filling stations as well as the distances away from the proposed filling station, the impact should not irreparably jeopardize these businesses and with the positive traffic growth in the area, will be able to recover within 3 – 4 years of the new Filling Station being implemented.

As Per Tshwane Metropolitan Municipality negotiations, a ‘Full’ access is proposed on Dr Van Der Merwe Road and a ‘Full’ access is also proposed on Rooibos Road, details are shown on Drawing 20017/AL/01.

General Conclusion

Major fuel companies generally regard a new site feasible if the fuel sales are more than 300 000 litres sold per month. Regarding the proposed site, as the passing traffic is over 16,400 vehicles per day and the monthly volume as summarized in Table 4 is estimated at 361 000 litres per month by the 3rd year of operation, the proposed site will be feasible for all of the fuel companies.

Considering the expected fuel sales tabulated in Table 4, it can be concluded that the proposed site will indeed be feasible for the development of a filling station, subject to obtaining access approval from Dr Van Der Merwe Road and Rooibos Road.



Figures

Figure 1 Locality Plan

Figure 2 Competitor Sites

Figure 3 Existing 2019 (24 Hr) Traffic Volumes

ERF 37 MONTANA A.H. LOCALITY

20017

FIG 1

EDL ENGINEERS

SITE

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EDL CONSULTING ENGINEERS

1st Floor, Block D


C/O Glenwood Rd & Oberon Ave,

Fearie Glen, 0043

Tel: 087 897 5074/5/6

[email protected]

www.edlengineers.co.za

ERF 37 MONTANA A.H.

MAIN ROUTES AND COMPETITOR SITES

FIGURE 2 20017 27/02/2020

1:20000 JMvR E.D. KOTZE 0

COMPETITOR SITES

NO. SITE TRAVEL DISTANCE

1 SASOL ZAMBEZI NORTH 740m

2 SASOL KOLONNADE 760m

3 ENGEN MONTANA CROSSING 1.25km

4 ENGEN MAGALIESKRUIN 1.35km

5 CALTEX AMANDELBOOM MOTORS 2.2km

6

ENGEN (BP) ZAMBEZI JUNCTION 3.1km

7 SHELL MONTANA PARK 3.1km

8 POSSIBLE FUTURE STATION 1.4km

A LOCAL MARKET OF MONTANA A.H.

B COMMUTER MARKET OF MONTANA

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ERF 37 MONTANA A.H. EXISTING 2019 24-HOUR TRAFFIC

20017

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Drawing No: 20017/AL/01 Proposed Access Layout

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PROPOSED ACCESS UPGRADES

UPGRADES PROPOSED FOR

RESIDENTIAL DEVELOPMENT

EDL CONSULTING ENGINEERS

1st Floor, Block D


c/o Glenwood & Oberon Ave,

Fearie Glen, 0043

www.edlengineers.co.za

[email protected]

+27 (0) 87 897 5074/5/6

ERF 37 MONTANA A.H.

PROPOSED ACCESS LAYOUTS

20017/AL/01 20017 28/02/2020

1:1000 JMvR E.D. KOTZE 0

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FILLERS

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SCALE AT A3.



Annexures

Annexure A Competitor Filling Station Photos

Annexure B Traffic Count Report



Annexure A

Competitor Filling Station Photos



Photo 1: SITE

Photo 2: SASOL ZAMBEZI NORTH

Photo 3: SASOL KOLONNADE



Photo 4: ENGEN MONTANA CROSSING

Photo 5: ENGEN MAGALIESKRUIN

Photo 6: CALTEX AMANDELBOOM MOTORS



Photo 7: BP ZAMBEZI JUNCTION

Photo 8: SHELL MONTANA PARK



Annexure B

Traffic Count Report

TRAFFIC COUNT REPORT

ONE DAY CLASSIFIED 1 INTERSECTION

PROPOSED FILLING STATION

COUNT DATE THURSDAY 07 FEBRUARY 2019

DATE APPROVED TUESDAY 3 MARCH 2020

PROJECT ENGINEERS EBEN KOTZE

PR. TECH

JOHN M. VAN ROOYENB.Eng

PROJECT NUMBER 20017

MONTANA, PRETORIA, GAUTENG

Dr Van Der Merwe Rd & Rooibos Rd Traffic Count

EDL Engineers (Pty) Ltd1st Floor, Block DThe Village Office ParkC/o Glenwood Rd & Oberon Ave,Fearie Glen, 0043Cell: +27 (0)83 564 1563Tel: +27 (0)87 897 5074/5/6Email: [email protected]

PROJECT INFORMATION

PROJECT DETAILS

EDL PROJECT NAME Dr Van Der Merwe Rd & Rooibos Rd Traffic Count

PROJECT TYPE PROPOSED FILLING STATION

SITE LOCATION MONTANA, PRETORIA, GAUTENG

TRAFFIC COUNT INFORMATION 1 INTERSECTION COUNTED :

INTERSECTION 1 Dr Van Der Merwe Rd & Rooibos Rd

TYPE OF SURVEY 13 HOURS CLASSIFIED


PROJECT TEAM

MANAGING DIRECTOR EBEN KOTZE

PR. TECH

E-MAIL ADDRESS [email protected]

DATE APPROVED TUESDAY 3 MARCH 2020

DIRECTOR SIGNATURE

PROJECT ENGINEER JOHN M. VAN ROOYEN

B.Eng

PROJECT NUMBER 20017

DATA COUNT REFERENCE EDL-PTA-1

CLIENT DETAILS

CLIENT NAME

Project Information Page 2 of 12

1. SITE LOCATION 4

FIGURE 1 : LOCALITY PLAN ............................................................................ 4

2. TRAFFIC COUNT : INTERSECTION 1 5

Dr Van Der Merwe Rd & Rooibos Rd

FIGURE 2 A : TRAFFIC MOVEMENT ................................................................. 6

Summary of All Vehicles ....................................................................................... 7

Light Vehicles ...................................................................................................... 8

Taxis ................................................................................................................... 9

Heavy Vehicles .................................................................................................... 10

Summary Chart of All Vehicles ............................................................................ 11

0

FIGURE 2 C : TRAFFIC MOVEMENT ................................................................. 23

Summary of All Vehicles ....................................................................................... 24

Light Vehicles ...................................................................................................... 25

Taxis ................................................................................................................... 26

Heavy Vehicles .................................................................................................... 27

Summary Chart of All Vehicles ............................................................................ 28

INTERSECTION 1 FIGURE NUMBER

LOCALITY PLAN 1

PROJECT CHECKED BY PROJECT

EBEN KOTZE 20017Dr Van Der Merwe Rd & Rooibos Rd Traffic Count


SITE LOCATION

LEGEND:

TRAFFIC COUNT POSITIONS

FIG 1 Locality Plan Page 4 of 12

PROJECT NAME Dr Van Der Merwe Rd & Rooibos Rd Traffic Count

INTERSECTION 1 Dr Van Der Merwe Rd & Rooibos Rd


TYPE OF SURVEY 13 HOURS CLASSIFIED

INT

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d &

Roo

ibos

Rd

20017

FIGURE

TRAFFIC MOVEMENT

CHECKED BY

EBEN KOTZE

NUMBERINTERSECTION 1


PROJECT

Dr Van Der Merwe Rd & Rooibos Rd Traffic Count

ESTIMATED 24HR TRAFFIC

943

2,959

828

TRAFFIC MOVEMENT

322

2,596

1,122

16,444

254

2,392

BOUGIANVILLEA

DRIVE

776

1

PROJECT

ENKELDOORN

AVENUE

1,138

ENKELDOORN

AVENUE

724

2,390

FIG 2A Traffic Movement Page 6 of 12

TRAFFIC COUNT Dr Van Der Merwe Rd & Rooibos Rd Traffic CountINTERSECTION 1 Dr Van Der Merwe Rd & Rooibos Rd

TYPE OF SURVEY

COUNT DATE THURSDAY 07 FEBRUARY 2019 Project No. 20017

START END 1 2 3 4 5 6 7 8 9 10 11 12 TOTAL

06:00 06:15 3 16 7 13 28 6 33 44 1 2 33 3 189

06:15 06:30 14 14 7 20 43 17 36 50 7 6 32 6 252

06:30 06:45 19 28 9 24 57 16 36 61 9 5 37 6 307

06:45 07:00 26 44 8 34 93 18 29 85 14 4 58 6 419

07:00 07:15 36 58 13 26 81 23 29 84 11 6 70 11 448

07:15 07:30 26 57 15 15 85 17 49 95 6 9 57 13 444

07:30 07:45 24 43 9 20 48 18 27 68 7 9 51 13 337

07:45 08:00 20 43 14 11 65 25 23 76 15 4 34 11 341

08:00 08:15 14 40 8 12 44 18 25 48 8 4 35 9 265

08:15 08:30 12 33 10 22 38 7 20 38 6 5 34 11 236

08:30 08:45 20 16 9 19 31 8 20 52 1 1 28 13 218

08:45 09:00 11 19 8 12 23 9 20 46 5 3 37 17 210

09:00 09:15 20 25 3 6 26 7 12 30 2 7 38 9 185

09:15 09:30 14 21 5 5 41 14 15 23 2 1 24 18 183

09:30 09:45 18 14 7 14 37 12 12 60 3 3 30 16 226

09:45 10:00 20 25 8 21 34 14 6 37 1 1 42 16 225

10:00 10:15 17 27 11 25 36 8 17 37 2 4 31 9 224

10:15 10:30 18 30 10 15 44 10 20 41 4 3 35 10 240

10:30 10:45 14 35 8 16 31 14 10 38 4 1 24 16 211

10:45 11:00 11 30 14 12 30 16 8 22 2 3 32 21 201

11:00 11:15 10 31 10 9 35 13 12 39 3 3 29 14 208

11:15 11:30 20 37 7 5 39 14 6 43 7 5 31 16 230

11:30 11:45 18 31 9 10 41 5 12 34 1 2 36 11 210

11:45 12:00 17 30 10 9 38 8 13 31 3 6 37 20 222

12:00 12:15 20 33 11 11 30 13 11 24 2 1 36 21 213

12:15 12:30 16 39 6 13 37 8 13 41 5 5 43 17 243

12:30 12:45 26 30 17 15 36 14 17 31 2 6 30 14 238

12:45 13:00 17 31 9 13 51 12 6 33 5 2 35 12 226

13:00 13:15 13 42 11 15 42 14 14 50 8 4 34 11 258

13:15 13:30 14 39 9 15 41 6 14 45 2 0 37 17 239

13:30 13:45 19 40 17 18 47 10 12 33 4 8 39 14 261

13:45 14:00 34 41 14 14 56 10 18 35 1 2 35 17 277

14:00 14:15 23 54 12 6 67 9 22 41 3 11 68 19 335

14:15 14:30 18 44 18 12 43 15 15 35 3 5 55 12 275

14:30 14:45 21 47 17 13 63 19 11 42 6 4 35 14 292

14:45 15:00 20 48 16 10 54 16 24 39 4 6 52 17 306

15:00 15:15 20 49 21 16 52 21 19 43 6 3 51 22 323

15:15 15:30 21 47 16 9 54 12 19 36 9 3 52 12 290

15:30 15:45 13 47 13 13 56 21 18 43 9 4 49 20 306

15:45 16:00 24 41 15 13 55 21 19 33 4 6 36 15 282

16:00 16:15 19 75 14 14 68 36 21 39 7 3 53 20 369

16:15 16:30 24 79 17 11 72 26 28 45 9 8 55 18 392

16:30 16:45 24 77 28 19 67 18 27 81 10 10 54 13 428

16:45 17:00 31 65 26 9 83 34 31 48 13 7 55 14 416

17:00 17:15 28 90 22 19 100 44 27 45 7 3 54 13 452

17:15 17:30 28 78 15 12 79 35 34 43 15 7 52 5 403

17:30 17:45 23 55 21 13 77 29 16 32 5 5 52 6 334

17:45 18:00 30 54 19 12 68 26 9 44 5 2 36 9 314

18:00 18:15 29 56 16 11 58 20 10 56 7 2 34 22 321

18:15 18:30 22 60 15 12 55 18 27 56 10 6 47 33 360

18:30 18:45 18 62 16 13 62 22 50 44 10 13 66 22 397

18:45 19:00 18 61 19 14 73 29 39 35 8 11 66 10 384

948 1,992 603 690 2,466 786 935 2,163 268 212 1,993 647 13,703

1,138 2,390 724 828 2,959 943 1,122 2,596 322 254 2,392 776 16,444

TOTALEST. 24 HR

13 HOURS CLASSIFIED

SUMMARY OF ALL VEHICLEST I M E NORTHBOUND WESTBOUND SOUTHBOUND EASTBOUND

IC1 All Vehicles Page 7 of 12


TYPE OF SURVEY


TRAFFIC MOVEMENT : LIGHT VEHICLES

START END 1 2 3 4 5 6 7 8 9 10 11 12 TOTAL

06:00 06:15 2 15 7 13 25 6 29 43 1 2 33 3 179

06:15 06:30 13 14 4 20 40 15 35 49 7 6 31 6 240

06:30 06:45 19 28 9 24 56 15 35 61 9 5 33 6 300

06:45 07:00 22 44 7 34 91 17 29 83 14 4 57 6 408

07:00 07:15 34 58 13 25 79 22 29 83 11 6 69 11 440

07:15 07:30 25 56 15 15 84 17 49 93 6 9 56 13 438

07:30 07:45 24 42 9 20 48 18 26 65 6 9 49 13 329

07:45 08:00 20 42 14 11 65 22 23 76 15 4 33 11 336

08:00 08:15 13 39 8 12 42 17 24 47 8 4 34 9 257

08:15 08:30 12 30 10 22 37 7 20 37 6 5 31 11 228

08:30 08:45 20 16 8 19 30 8 19 50 1 1 27 13 212

08:45 09:00 10 19 8 12 23 8 20 46 5 3 36 17 207

09:00 09:15 19 23 3 5 23 6 12 30 2 7 35 9 174

09:15 09:30 14 21 5 5 40 14 14 22 2 1 23 18 179

09:30 09:45 18 14 7 14 37 12 12 58 3 3 28 16 222

09:45 10:00 20 23 8 21 34 14 6 36 1 1 42 15 221

10:00 10:15 17 27 11 24 36 7 17 37 2 4 30 8 220

10:15 10:30 17 28 10 15 44 10 20 41 3 3 34 9 234

10:30 10:45 14 34 8 15 31 14 9 36 4 1 24 16 206

10:45 11:00 11 26 14 12 30 16 8 22 2 3 32 18 194

11:00 11:15 10 28 7 9 35 13 12 38 3 3 29 14 201

11:15 11:30 19 36 7 5 38 14 6 41 7 5 31 15 224

11:30 11:45 18 30 9 10 40 5 12 34 1 2 36 11 208

11:45 12:00 17 30 9 9 38 6 13 29 3 6 36 20 216

12:00 12:15 19 32 11 11 30 12 11 24 2 1 36 21 210

12:15 12:30 16 39 6 13 36 8 13 39 5 5 41 16 237

12:30 12:45 25 28 14 13 34 14 17 30 2 6 30 14 227

12:45 13:00 17 31 9 13 48 12 6 32 5 2 34 11 220

13:00 13:15 13 38 11 12 41 14 14 50 7 4 33 11 248

13:15 13:30 14 38 8 14 39 6 13 44 2 0 37 17 232

13:30 13:45 19 39 17 17 46 9 11 33 4 7 36 13 251

13:45 14:00 33 39 13 14 55 10 17 34 1 2 35 17 270

14:00 14:15 22 53 12 6 66 9 20 40 3 11 67 19 328

14:15 14:30 16 43 18 12 39 14 15 33 3 4 52 12 261

14:30 14:45 19 45 16 13 61 18 10 40 6 4 32 12 276

14:45 15:00 20 47 15 10 52 13 23 36 4 6 52 17 295

15:00 15:15 19 49 21 14 51 18 18 42 6 3 50 22 313

15:15 15:30 21 44 16 8 51 12 18 35 9 3 52 11 280

15:30 15:45 13 46 12 13 56 20 15 41 8 4 48 19 295

15:45 16:00 24 41 14 13 53 20 18 33 4 6 36 14 276

16:00 16:15 19 73 13 14 68 35 20 37 7 3 50 19 358

16:15 16:30 23 76 14 10 70 26 28 45 9 8 55 18 382

16:30 16:45 24 74 26 18 65 18 26 79 10 10 54 12 416

16:45 17:00 30 62 26 9 77 34 31 48 13 7 54 14 405

17:00 17:15 28 88 21 18 100 44 25 45 7 3 52 13 444

17:15 17:30 28 76 15 12 79 34 34 42 15 7 52 5 399

17:30 17:45 23 55 20 13 75 28 16 31 5 5 52 6 329

17:45 18:00 29 54 19 12 67 25 8 41 5 2 36 9 307

18:00 18:15 29 56 16 11 57 20 10 55 7 2 34 22 318

18:15 18:30 22 60 15 12 55 18 27 56 10 6 47 33 359

18:30 18:45 18 62 16 13 61 22 50 43 10 13 66 22 396

18:45 19:00 18 61 19 14 73 29 39 34 8 11 66 10 382

922 1,933 577 673 2,405 756 906 2,111 264 210 1,945 630 13,332

1,106 2,320 692 808 2,886 907 1,087 2,533 317 252 2,334 756 15,998EST. 24 HR

TOTAL

EASTBOUND

13 HOURS CLASSIFIED

T I M E NORTHBOUND WESTBOUND SOUTHBOUND

IC1 Light Vehicles Page 8 of 12


TYPE OF SURVEY


TRAFFIC MOVEMENT : TAXIS

START END 1 2 3 4 5 6 7 8 9 10 11 12 TOTAL

06:00 06:15 1 1 0 0 3 0 2 1 0 0 0 0 8

06:15 06:30 1 0 2 0 3 2 0 1 0 0 1 0 10

06:30 06:45 0 0 0 0 1 1 1 0 0 0 4 0 7

06:45 07:00 4 0 1 0 1 1 0 2 0 0 1 0 10

07:00 07:15 2 0 0 1 2 1 0 1 0 0 1 0 8

07:15 07:30 1 1 0 0 1 0 0 2 0 0 1 0 6

07:30 07:45 0 0 0 0 0 0 0 0 0 0 1 0 1

07:45 08:00 0 0 0 0 0 3 0 0 0 0 1 0 4

08:00 08:15 0 0 0 0 0 0 1 1 0 0 1 0 3

08:15 08:30 0 2 0 0 0 0 0 1 0 0 0 0 3

08:30 08:45 0 0 1 0 1 0 1 0 0 0 0 0 3

08:45 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0

09:00 09:15 0 0 0 0 1 0 0 0 0 0 1 0 2

09:15 09:30 0 0 0 0 1 0 1 0 0 0 0 0 2

09:30 09:45 0 0 0 0 0 0 0 0 0 0 1 0 1

09:45 10:00 0 1 0 0 0 0 0 0 0 0 0 0 1

10:00 10:15 0 0 0 0 0 1 0 0 0 0 0 0 1

10:15 10:30 0 1 0 0 0 0 0 0 0 0 0 1 2

10:30 10:45 0 0 0 0 0 0 0 1 0 0 0 0 1

10:45 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0

11:00 11:15 0 1 1 0 0 0 0 1 0 0 0 0 3

11:15 11:30 0 0 0 0 0 0 0 0 0 0 0 0 0

11:30 11:45 0 0 0 0 0 0 0 0 0 0 0 0 0

11:45 12:00 0 0 0 0 0 0 0 2 0 0 0 0 2

12:00 12:15 0 1 0 0 0 0 0 0 0 0 0 0 1

12:15 12:30 0 0 0 0 1 0 0 1 0 0 1 0 3

12:30 12:45 0 1 1 0 0 0 0 0 0 0 0 0 2

12:45 13:00 0 0 0 0 0 0 0 1 0 0 0 0 1

13:00 13:15 0 1 0 1 1 0 0 0 1 0 0 0 4

13:15 13:30 0 0 0 1 0 0 1 1 0 0 0 0 3

13:30 13:45 0 1 0 1 1 1 0 0 0 1 1 0 6

13:45 14:00 1 1 0 0 1 0 0 0 0 0 0 0 3

14:00 14:15 1 0 0 0 0 0 1 1 0 0 1 0 4

14:15 14:30 2 1 0 0 2 1 0 1 0 0 1 0 8

14:30 14:45 1 2 1 0 0 1 1 1 0 0 0 0 7

14:45 15:00 0 0 0 0 2 0 1 3 0 0 0 0 6

15:00 15:15 0 0 0 1 0 2 1 0 0 0 0 0 4

15:15 15:30 0 1 0 0 1 0 1 1 0 0 0 0 4

15:30 15:45 0 1 0 0 0 1 2 0 0 0 1 0 5

15:45 16:00 0 0 1 0 1 1 1 0 0 0 0 0 4

16:00 16:15 0 2 0 0 0 0 0 2 0 0 3 0 7

16:15 16:30 0 3 1 1 1 0 0 0 0 0 0 0 6

16:30 16:45 0 2 0 0 1 0 0 0 0 0 0 0 3

16:45 17:00 1 3 0 0 2 0 0 0 0 0 0 0 6

17:00 17:15 0 0 1 0 0 0 1 0 0 0 1 0 3

17:15 17:30 0 1 0 0 0 0 0 0 0 0 0 0 1

17:30 17:45 0 0 0 0 1 0 0 1 0 0 0 0 2

17:45 18:00 1 0 0 0 1 0 1 2 0 0 0 0 5

18:00 18:15 0 0 0 0 1 0 0 1 0 0 0 0 2

18:15 18:30 0 0 0 0 1 0 0 0 0 0 0 0 1

18:30 18:45 0 0 0 0 1 0 0 0 0 0 0 0 1

18:45 19:00 0 0 0 0 1 0 0 0 0 0 0 0 1

16 28 10 6 30 16 17 28 1 1 22 1 176

19 34 12 7 36 19 20 34 1 1 26 1 211EST. 24 HR

TOTAL

EASTBOUND

13 HOURS CLASSIFIED


IC1 Taxis Page 9 of 12


TYPE OF SURVEY


TRAFFIC MOVEMENT : HEAVY VEHICLES

START END 1 2 3 4 5 6 7 8 9 10 11 12 TOTAL

06:00 06:15 0 0 0 0 0 0 2 0 0 0 0 0 2

06:15 06:30 0 0 1 0 0 0 1 0 0 0 0 0 2

06:30 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0

06:45 07:00 0 0 0 0 1 0 0 0 0 0 0 0 1

07:00 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0

07:15 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0

07:30 07:45 0 1 0 0 0 0 1 3 1 0 1 0 7

07:45 08:00 0 1 0 0 0 0 0 0 0 0 0 0 1

08:00 08:15 1 1 0 0 2 1 0 0 0 0 0 0 5

08:15 08:30 0 1 0 0 1 0 0 0 0 0 3 0 5

08:30 08:45 0 0 0 0 0 0 0 2 0 0 1 0 3

08:45 09:00 1 0 0 0 0 1 0 0 0 0 1 0 3

09:00 09:15 1 2 0 1 2 1 0 0 0 0 2 0 9

09:15 09:30 0 0 0 0 0 0 0 1 0 0 1 0 2

09:30 09:45 0 0 0 0 0 0 0 2 0 0 1 0 3

09:45 10:00 0 1 0 0 0 0 0 1 0 0 0 1 3

10:00 10:15 0 0 0 1 0 0 0 0 0 0 1 1 3

10:15 10:30 1 1 0 0 0 0 0 0 1 0 1 0 4

10:30 10:45 0 1 0 1 0 0 1 1 0 0 0 0 4

10:45 11:00 0 4 0 0 0 0 0 0 0 0 0 3 7

11:00 11:15 0 2 2 0 0 0 0 0 0 0 0 0 4

11:15 11:30 1 1 0 0 1 0 0 2 0 0 0 1 6

11:30 11:45 0 1 0 0 1 0 0 0 0 0 0 0 2

11:45 12:00 0 0 1 0 0 2 0 0 0 0 1 0 4

12:00 12:15 1 0 0 0 0 1 0 0 0 0 0 0 2

12:15 12:30 0 0 0 0 0 0 0 1 0 0 1 1 3

12:30 12:45 1 1 2 2 2 0 0 1 0 0 0 0 9

12:45 13:00 0 0 0 0 3 0 0 0 0 0 1 1 5

13:00 13:15 0 3 0 2 0 0 0 0 0 0 1 0 6

13:15 13:30 0 1 1 0 2 0 0 0 0 0 0 0 4

13:30 13:45 0 0 0 0 0 0 1 0 0 0 2 1 4

13:45 14:00 0 1 1 0 0 0 1 1 0 0 0 0 4

14:00 14:15 0 1 0 0 1 0 1 0 0 0 0 0 3

14:15 14:30 0 0 0 0 2 0 0 1 0 1 2 0 6

14:30 14:45 1 0 0 0 2 0 0 1 0 0 3 2 9

14:45 15:00 0 1 1 0 0 3 0 0 0 0 0 0 5

15:00 15:15 1 0 0 1 1 1 0 1 0 0 1 0 6

15:15 15:30 0 2 0 1 2 0 0 0 0 0 0 1 6

15:30 15:45 0 0 1 0 0 0 1 2 1 0 0 1 6

15:45 16:00 0 0 0 0 1 0 0 0 0 0 0 1 2

16:00 16:15 0 0 1 0 0 1 1 0 0 0 0 1 4

16:15 16:30 1 0 2 0 1 0 0 0 0 0 0 0 4

16:30 16:45 0 1 2 1 1 0 1 2 0 0 0 1 9

16:45 17:00 0 0 0 0 4 0 0 0 0 0 1 0 5

17:00 17:15 0 2 0 1 0 0 1 0 0 0 1 0 5

17:15 17:30 0 1 0 0 0 1 0 1 0 0 0 0 3

17:30 17:45 0 0 1 0 1 1 0 0 0 0 0 0 3

17:45 18:00 0 0 0 0 0 1 0 1 0 0 0 0 2

18:00 18:15 0 0 0 0 0 0 0 0 0 0 0 0 0

18:15 18:30 0 0 0 0 0 0 0 0 0 0 0 0 0

18:30 18:45 0 0 0 0 0 0 0 0 0 0 0 0 0

18:45 19:00 0 0 0 0 0 1 0 0 0 0 0 0 1

10 31 16 11 31 14 12 24 3 1 26 16 195

12 37 19 13 37 17 14 29 4 1 31 19 234EST. 24 HR

TOTAL

EASTBOUND

13 HOURS CLASSIFIED


IC1 Heavy Vehicles Page 10 of 12

TRAFFIC COUNT Dr Van Der Merwe Rd & Rooibos Rd Traffic Count TYPE OF SURVEY 13 HOURS CLASSIFIED PROJECT NUMBER

INTERSECTION 1 Dr Van Der Merwe Rd & Rooibos Rd COUNT DATE THURSDAY 07 FEBRUARY 2019 20017

SUMMARY OF ALL VEHICLES1

89

25

2

30

7

41

9

44

8

44

4

33

7

34

1

26

5

23

6

21

8

21

0

18

5

18

3

22

6

22

5

22

4 24

0

21

1

20

1 20

8

23

0

21

0 22

2

21

3

24

3

23

8

22

6

25

8

23

9

26

1 27

7

33

5

27

5

29

2 30

6

32

3

29

0 30

6

28

2

36

9

39

2

42

8

41

6

45

2

40

3

33

4

31

4 32

1

36

0

39

7

38

4

0

100

200

300

400

500

06

:00

07

:00

08

:00

09

:00

10

:00

11

:00

12

:00

13

:00

14

:00

15

:00

16

:00

17

:00

18

:00

TR

AF

FIC

MO

VE

ME

NT

TRAFFIC PER 15 MINUTE PERIOD

IC1 Summary Charts Page 11 of 12

TRAFFIC COUNT Dr Van Der Merwe Rd & Rooibos Rd Traffic Count TYPE OF SURVEY 13 HOURS CLASSIFIED PROJECT No.

INTERSECTION 1 Dr Van Der Merwe Rd & Rooibos Rd COUNT DATE THURSDAY 07 FEBRUARY 2019 20017

SUMMARISED BREAKDOWN OF ALL VEHICLES

TAXIS

HEAVY VEHICLES

LIGHT VEHICLES

17

92

40

30

04

08 4

40

43

83

29

33

62

57

22

82

12

20

71

74

17

92

22

22

12

20 23

42

06

19

42

01 22

42

08

21

62

10 2

37

22

72

20 2

48

23

2 25

1 27

03

28

26

1 27

6 29

5 31

32

80 29

52

76

35

8 38

2 41

64

05

44

43

99

32

93

07

31

83

59 3

96

38

2

0

100

200

300

400

500

06:0

0

07:0

0

08:0

0

09:0

0

10:0

0

11:0

0

12:0

0

13:0

0

14:0

0

15:0

0

16:0

0

17:0

0

18:0

0

81

07

10

86

14

3 3 30

2 21 1 1

21

03

0 02

13

21

43

63

48

76

4 45

47

63

63

12

52

1 11

0

2

4

6

8

10

12

06:0

0

07:0

0

08:0

0

09:0

0

10:0

0

11:0

0

12:0

0

13:0

0

14:0

0

15:0

0

16:0

0

17:0

0

18:0

0

2 20

10 0

71

5 53 3

92

3 3 34 4

74

62

42

39

56

4 4 43

69

56 6 6

24 4

95 5

3 32

0 0 01

0

1

2

3

4

5

6

7

8

9

10

06:0

0

07:0

0

08:0

0

09:0

0

10:0

0

11:0

0

12:0

0

13:0

0

14:0

0

15:0

0

16:0

0

17:0

0

18:0

0

IC1 Summary Charts Page 12 of 12

Documents

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