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2560451 - F.I. Received Doc. - Traffic Impact Reports
Proposed Retention and Development at Sragh Dismantlers Limited, Sra, Ballybay, Co. Monaghan Traffic and Transport Assessment 15th May 2026 Prepared for Sragh Dismantlers Limited Traffic Transport and Road Safety Associates Ltd. Barran Blacklion Co. Cavan t. +353(0)71 9853847 e. info@ttrsa.com RECEIVED: 26/06/2026 Proposed Retention and Development at Sragh Dismantlers Limited, Sra, Ballybay, Co. Monaghan Traffic and Transport Assessment Document Control Sheet Project Title Proposed Retention and Development at Sragh Dismantlers Limited, Sra, Ballybay, Co. Monaghan Report Title Traffic and Transport Assessment Project Number T260107 Revision 1 Status Final Control Date 15th May 2026 Record of Issue Revision Issue Status Date Comment 1 1 Draft 01/05/2026 Draft report issued for review 1 2 Final 15/05/26 Final report issued for RFI response Distribution Organisation Copies Sragh Dismantlers Limited c/o CMD Architects 1 Electronic ©Copyright 2026, Traffic Transport and Road Safety Associates Ltd. All rights reserved. This report has been prepared for the exclusive use of the commissioning party and unless otherwise agreed in writing by Traffic Transport and Road Safety Associates Ltd., no other party may copy, reproduce, distribute, make use of, or rely on the contents of the report. No liability is accepted by Traffic Transport and Road Safety Associates Ltd. for any use of this report, other than for the purposes for which it was originally prepared and provided. Opinions and information provided in this report are on the basis of Traffic Transport and Road Safety Associates Ltd. using due skill, care and diligence in the preparation of the same and no explicit warranty is provided as to their accuracy. ©TTRSA 2026 iRECEIVED: 26/06/2026 Proposed Retention and Development at Sragh Dismantlers Limited, Sra, Ballybay, Co. Monaghan Traffic and Transport Assessment Contents Document Control Sheet................................................................................................................................i Non-technical summary.................................................................................................................................1 1 Introduction..........................................................................................................................................2 1.1 Traffic Transport and Road Safety Associates.............................................................................................................2 1.2 Proposed development.............................................................................................................................................................2 1.3 Scoping...............................................................................................................................................................................................2 1.4 Format of this Traffic and Transport Assessment.....................................................................................................2 2 Existing conditions...............................................................................................................................4 2.1 The local highway network.....................................................................................................................................................4 2.2 Current traffic levels...................................................................................................................................................................4 2.3 Planning context...........................................................................................................................................................................5 2.4 Road safety.......................................................................................................................................................................................5 2.5 Proposed transport schemes.................................................................................................................................................5 2.6 Other planned developments...............................................................................................................................................5 3 Assessment of development impact.................................................................................................6 3.1 Trip generation and modal split..........................................................................................................................................6 3.2 Trip distribution and assignment.......................................................................................................................................6 3.3 Opening and future year traffic...........................................................................................................................................6 3.4 Percentage impact of Sragh Dismantlers Limited on the R180 and L71001...............................................7 ©TTRSA 2026 iiRECEIVED: 26/06/2026 Proposed Retention and Development at Sragh Dismantlers Limited, Sra, Ballybay, Co. Monaghan Traffic and Transport Assessment 3.5 Assessment of junction operation......................................................................................................................................7 4 External access and internal alterations to the existing Sragh Dismantlers Limited site......8 4.1 External access...............................................................................................................................................................................8 4.2 Alterations to the L71001/Sragh Dismantlers Limited site access junction...............................................8 4.3 Internal alterations to the existing Sragh Dismantlers Limited site................................................................8 4.4 Car parking provision.................................................................................................................................................................8 ©TTRSA 2026 iiiRECEIVED: 26/06/2026 Proposed Retention and Development at Sragh Dismantlers Limited, Sra, Ballybay, Co. Monaghan Traffic and Transport Assessment Non-technical summary •TTRSA has been commissioned by Sragh Dismantlers Limited to prepare a Traffic and Transport Assessment (TTA) for proposed retention and development at their existing site located at Sra, Ballybay, Co. Monaghan. •The TTA is required for Sragh Dismantlers Limited to respond to Item 3(a) of a request for further information (RFI) issued by Monaghan County Council in relation to planning application reference 25/60451 on 14th January 2026. •The proposed development seeks permission for ‘retaining an as-constructed storage extension, incorporating ancillary covered canopy, attached to the rear of existing commercial property. Erecting a new single storey, portal framed storage extension, incorporating ancillary covered canopy to rear, attached to the side of existing commercial property. Creating a new site entrance onto [the L71001] public road replacing existing site entrance [on the L71001] to be permanently closed. Creating a new permeable-surfaced storage area for the stacking of de-polluted end of life vehicles, together with all associated site works.’ •The site layout drawing of the proposed development, upon which the analysis contained within this TTA is based, has been prepared by CMD Architects (drawing reference: 'Proposed Site Layout: Site Section’; Drawing Identifier 24-229-3.0_Planning-0.03, Dated: 03-11-2025). This drawing shows the proposed new site entrance being: located approximately 21m (centre-to-centre) to the east of the existing site entrance; formed from 10m radii; and, leading to a 5m wide internal ‘access lane’. The aforementioned drawing also shows dimensioned 3.0m x 70m visibility splays from the proposed new site entrance onto the L71001, complying with the requirements of the Monaghan County Development Plan 2025-2031. •The scope of the TTA was agreed with Mr Lambe of Monaghan County Council on 28th April 2026. •To assist in the preparation of this TTA, traffic surveys including: automatic traffic count surveys; video- based manual traffic count surveys; and, trip generation traffic count surveys have been undertaken. Based on the resulting traffic survey data, the peak hours assessed within this TTA are: an AM peak hour of 08:00- 08:59 and a PM peak hour of 17:00-17:59 hours. •Subject to planning being granted, Sragh Dismantlers Limited have informed TTRSA that the proposed development will be fully constructed and opened within 12-months. Traffic survey data has therefore been growthed to an opening year of 2027, and future assessment years of 2032 and 2042, using composite growth assumptions for link based growth in County Monaghan consistent with TII PE-PAG-02017. •Sragh Dismantlers Limited have also provided information for this TTA in relation to trip generation and modal split, confirming that the number of people working on site will not change as a result of the proposed development. •Based on the traffic count survey data detailed within this TTA, the percentage of traffic on the L71001 related to Sragh Dismantlers is 24%, and on the R180 related to Sragh Dismantlers is 0.6%. •The traffic volume and movements recorded during the AM and PM peak hours at the Sragh Dismantlers accesses onto the L71001 and R180 are too low to generate meaningful results within traffic modelling software. The existing and proposed junctions would typically be expected to operate with close to 100% spare capacity and no queuing. It has therefore been agreed as part of the scoping of this TTA to limit the assessment of junction operation to the existing R180/L71001 junction. This junction has been assessed using the industry standard traffic modelling software package PICADY for scenarios in the AM and PM peak hours in the opening and future assessment years. The modelling output predicts that the junction will operate with 97% spare capacity and no queuing in the 2042 AM and PM peak hour scenarios with the proposed development. •Collision data is not currently publicly available due to ongoing issues in relation to GDPR and associated data-sharing agreements between An Garda Síochána and the Road Safety Authority. •The aforementioned site layout drawing shows twelve car parking spaces including one universally accessible (disabled) car parking space. The trip generation detailed within this TTA can be accommodated within the car parking area as shown. ©TTRSA 2026 1RECEIVED: 26/06/2026 Proposed Retention and Development at Sragh Dismantlers Limited, Sra, Ballybay, Co. Monaghan Traffic and Transport Assessment 1 Introduction 1.1 Traffic Transport and Road Safety Associates Traffic Transport and Road Safety Associates Ltd. (TTRSA) is a specialist Traffic Engineering and Transport Planning practice, based in Ireland. The senior managers within TTRSA have extensive experience of developing traffic management schemes, assessing the transport related impacts of development and improving road safety both nationally and internationally. TTRSA has been commissioned by Sragh Dismantlers Limited to prepare a Traffic and Transport Assessment for proposed retention and development at their existing site located at Sra, Ballybay, Co. Monaghan. The Traffic and Transport Assessment is required for Sragh Dismantlers Limited to respond to Item 3(a) of a request for further information (RFI) issued on 14th January 2026 by Monaghan County Council in relation to planning application reference 25/60451. 1.2 Proposed development The proposed development seeks permission for ‘retaining an as-constructed storage extension, incorporating ancillary covered canopy, attached to the rear of existing commercial property. Erecting a new single storey, portal framed storage extension, incorporating ancillary covered canopy to rear, attached to the side of existing commercial property. Creating a new site entrance onto public road replacing existing site entrance to be permanently closed. Creating a new permeable-surfaced storage area for the stacking of de-polluted end of life vehicles, together with all associated site works.’ The Sragh Dismantlers Limited site has two access points off the public road. The main access is located on the northern side of the L71001 local road approximately 225m to the west of the R180/L71001 junction, with a secondary Heavy Commercial Vehicles (HCV) access located on the southern side of the R180 regional road approximately 375m to the north-west of the R180/L71001 junction. The site entrances referred to within the planning description are onto the L71001 local road. A scaled copy of the site layout drawing of the proposed development prepared by CMD Architects, (drawing reference 'Proposed Site Layout: Site Section’ Drawing Identifier: 24-229-3.0_Planning-0.03, Dated: 03-11-2025), is included for information within Appendix A. This drawing provides the basis of this Traffic and Transport Assessment for the proposed development. 1.3 Scoping The scope of the Traffic and Transport Assessment was agreed with Mr Lambe of Monaghan County Council on 28th April 2026. 1.4 Format of this Traffic and Transport Assessment This Traffic and Transport Assessment has been prepared in accordance with the requirements of the Transport Infrastructure Ireland (TII) document 'Traffic and Transport Assessment Guidelines' (PE- PDV-02045)1. All highway recommendations conform, as appropriate, to: development management standards contained within the ‘Monaghan County Development Plan 2025-2031’2; and, prevailing TII (Publications) guidelines3. The remaining sections of the Traffic and Transport Assessment are set out as follows: 1 https://cdn.tii.ie/publications/PE-PDV-02045-01.pdf 2 https://monaghan.ie/planning/wp-content/uploads/sites/4/2025/11/Written-Statement.pdf 3 https://tiipublications.ie ©TTRSA 2026 2RECEIVED: 26/06/2026 Proposed Retention and Development at Sragh Dismantlers Limited, Sra, Ballybay, Co. Monaghan Traffic and Transport Assessment •Chapter 2 outlines the existing local conditions into which the proposed development meshes, including the nature of the road network and existing traffic levels; •Chapter 3 assesses the traffic related impacts of the existing Sragh Dismantlers Limited site, including trip generation, distribution, assignment and junction ope ration; •Chapter 4 discusses the external access to, and internal changes to, the existing Sragh Dismantlers Limited site. ©TTRSA 2026 3RECEIVED: 26/06/2026 Proposed Retention and Development at Sragh Dismantlers Limited, Sra, Ballybay, Co. Monaghan Traffic and Transport Assessment 2 Existing conditions 2.1 The local highway network As noted in Section 1.2, the main access to the existing Sragh Dismantlers Limited site is located on the L71001 local road (Plate 2.1) with a secondary HCV access off the R180 regional road (Plate 2.2). In the immediate vicinity of the Sragh Dismantlers Limited main site access, the L71001 is formed as an undemarcated rural single carriageway road with a typical width of approximately 4.5m, but varying between 3.6m and 5.1m. Whilst in the immediate vicinity of the Sragh Dismantlers Limited HCV access, the R180 is formed as a rural single carriageway road with a typical width of 5.75m demarcated by a solid centreline and edge-lining. No public lighting is present on either road and surface water drainage is ‘over the edge’ for both of these roads. The posted speed limit is the rural default speed limit (currently 60km/h) on the L71001 and 80km/h on the R180. Plate 2.1 – Looking north on the L71001 local road in the vicinity of the main site access for Sragh Dismantlers Limited Plate 2.2 – Looking west on the R180 in the vicinity of the HCV access to Sragh Dismantlers Limited 2.2 Current traffic levels To assist in the preparation of this Traffic and Transport Assessment the following traffic count surveys have been undertaken: •Automatic traffic count surveys (ATCs) covering a 7-day period, Tuesday 21st April 2026 to Monday 27th April 2026 (inclusive); in the vicinity of the Sragh Dismantlers Limited main site access on the L71001 local road and in the vicinity of the HCV access to Sragh Dismantlers Limited site access onto the R180 regional road; ©TTRSA 2026 4RECEIVED: 26/06/2026 Proposed Retention and Development at Sragh Dismantlers Limited, Sra, Ballybay, Co. Monaghan Traffic and Transport Assessment •Video-based manual classified traffic count surveys (MCCs) at both of the aforementioned site accesses covering the traffic peak periods of 08:00 to 09:29 and 17:00 to 18:29 on Tuesday 21st April 2026; and, •Trip generation traffic count survey for the operational hours of Sragh Dismantlers Limited on Tuesday 21st April 2026. Based on the aforementioned traffic count surveys, the peak hours assessed within Section 3.5 of this Traffic and Transport Assessment are: an AM peak hour of 08:00-08:59; and, a PM peak hour of 17:00- 17:59 hours. For the purpose of this assessment, the traffic count survey data has been converted into Passenger Car Units (PCUs), using factors of: 0.2 for pedal cycles; 0.4 for motorcycles; 1.0 for cars and light goods vehicles (LGV) including those towing trailers; and 2.3 for buses and all types of rigid and articulated Medium and Heavy Commercial Vehicles. The traffic count survey data is provided within Appendix B. 2.3 Planning context The existing Sragh Dismantlers Limited site, and therefore the proposed development, is outside of the zoned area covered by the Monaghan County Development Plan 2025-2031. However, Policy EDO 6 within the aforementioned development plan seeks ‘to assist in the establishment or expansion of industrial, commercial or other such endeavours that will provide increased employment opportunities in the County, subject to normal development management, environmental and technical requirements ’. Development management standards contained within the aforementioned development plan apply to the proposed development. 2.4 Road safety Collision data is not currently publicly available due to ongoing issues in relation to GDPR and associated data-sharing agreements between An Garda Síochána and the Road Safety Authority. 2.5 Proposed transport schemes As part of preparing this updated Traffic and Transport Assessment, a review has been undertaken of proposed transport schemes in the vicinity of the proposed development. No transport schemes have been identified that would impact on, or be impacted by, the proposed development. 2.6 Other planned developments As part of the preparation of this Traffic and Transport Assessment, and in order to consider the potential cumulative impact of development, the Monaghan County Council GIS-based 4 planning planning application viewer5 has been reviewed to 28th April 2026. No committed development has been identified that would be expected to produce localised traffic impacts over and above the traffic growth factors covered in Section 3.3 of this report. 4 GIS = Geographical Information System 5 https://monaghancc.maps.arcgis.com/apps/instant/basic/index.html?appid=d4062f77e0d941db96e77c0e4c76fc86&locale=en ©TTRSA 2026 5RECEIVED: 26/06/2026 Proposed Retention and Development at Sragh Dismantlers Limited, Sra, Ballybay, Co. Monaghan Traffic and Transport Assessment 3 Assessment of development impact 3.1 Trip generation and modal split Sragh Dismantlers Limited have informed TTRSA that: •The public business hours of the Sragh Dismantlers Limited site are 09:00 to13:00 and 14:00 to18:00 hours on weekdays; •The site is also operational, but not open to the public, between 09:00 and 16:00 on Saturdays; •Sragh Dismantlers Limited has seven personnel working on site, of which: four drive to work; one gets a lift from a co-worker; one is dropped-off; and, the one accesses the site on foot. The number of personnel working on site will not change as a result of the proposed development; •On a typical day, the site is serviced by two courier vans, and one rigid lorry, the latter using the HCV access from the R180, which is also used (on average) three times per day for HCVs accessing their yard; •The gated HCV site access onto the R180 is opened when drivers arrive at the gate and when contact is made to Sragh Dismantlers Limited for access; •The main site access off the L71001, which is used for taking in end of life vehicles left here by the owner and loading of large parts, is opened in the morning and locked in the evening to coincide with business hours; and, •Customers use the existing car park located on the eastern side of the L71001 opposite the main office building. As noted within Section 2.2 of this Traffic and Transport Assessment, trip generation traffic count surveys for the operational hours of Sragh Dismantlers Limited on Tuesday 21st April 2026, are including in Appendix B. As recorded by the traffic count surveys undertaken on Tuesday 21st April 2026, the Sragh Dismantlers Limited site generated one car arrival and no departures during the AM peak hour, and no arrivals and two car departures during the PM peak hour. It should be noted that the proposed development is not anticipated to generate additional traffic movements over an above those recorded. 3.2 Trip distribution and assignment Because the proposed extension is not intended to increase the number of personnel working at the Sragh Dismantlers Limited site, the distribution and assignment of trips related to the existing Sragh Dismantlers Limited site are as recorded within the traffic count surveys detailed in Section 2.2 of this report, and included in Appendix C. 3.3 Opening and future year traffic Subject to planning being granted, Sragh Dismantlers Limited have informed TTRSA that the proposed development will be fully constructed and opened within 12-months, assumed for the purpose of the analysis within this report as being 2027. Traffic on the R180 and L71001 has has been growthed to this opening year, and future assessment years of 2032 and 2042, using composite central growth factors for link based growth in County Monaghan contained in TII PE-PAG-02017, taking account of 4.6% HCV traffic. These growth assumptions take account of: growth in population; changes to the location of jobs; changes to the location where employed persons reside; changes to trip distribution; changes in car ownership; and, changes in the access to different types of transport. The growth factors applied within the assessment are as follows: •2026 to 2027, a factor of 1.012; •2026 to 2032, a factor of 1.053; and, ©TTRSA 2026 6RECEIVED: 26/06/2026 Proposed Retention and Development at Sragh Dismantlers Limited, Sra, Ballybay, Co. Monaghan Traffic and Transport Assessment •2026 to 2042, a factor of 1.105. The impact of this traffic growth is detailed within Appendix C. 3.4 Percentage impact of Sragh Dismantlers Limited on the R180 and L71001 Based on the traffic count survey data detailed in Section 2.2 (and provided in Appendix B) of this Traffic and Transport Assessment, the percentage of traffic on the L71001 related to Sragh Dismantlers is 24%, and on the R180 related to Sragh Dismantlers is 0.6%. 3.5 Assessment of junction operation The traffic volume and movements recorded during the AM and PM peak hours at the Sragh Dismantlers accesses onto the L71001 and R180 are too low to generate meaningful results within traffic modelling software. The existing and proposed junctions would typically be expected to operate with close to 100% spare capacity and no queuing. It has therefore been agreed as part of the scoping of this Traffic and Transport Assessment to limit the assessment of junction operation to the existing R180/L71001 junction, which incorporates the traffic generated by the Sragh Dismantlers Limited site. This junction has been assessed using the industry standard traffic modelling software package PICADY for scenarios in the AM and PM peak hours in the opening and future assessment years. Traffic movements related to all scenarios are detailed within Appendix C. The assessment has been undertaken using PCU values. The criteria used to assess the performance of a junction for a given traffic demand within the aforementioned traffic modelling software are: •Ratio of Flow to Capacity (RFC) is a measure of junction performance in terms of saturation. A value of 1.00, which can also be considered as 100% saturation, represents an arm of the junction operating at maximum capacity, in that any increase in the rate of vehicles arriving on the link will result in significant additional queue lengths. Traditionally a figure of 0.85 or 85% is the maximum acceptable degree of saturation for priority junctions, with anything above this figure being considered to be congested. •Queue lengths (measured in PCUs) are primarily used to check for blocking back through adjacent junctions. The results of the assessment are summarised in Table 3.1, and the modelling output file is presented in Appendix D. Table 3.1 shows that the existing R180/L71001 junction is predicted to operate with 97% spare capacity in the 2042 AM and PM peak hour scenarios with the proposed development. No queuing is predicted at this junction. Table 3.2 – Summary of PICADY output for the existing R180/L71001 junction Arm A = R180 to/from East : Arm B = L71001 to/from South-west : Arm C = R180 to/from West ©TTRSA 2026 7RECEIVED: 26/06/2026 Proposed Retention and Development at Sragh Dismantlers Limited, Sra, Ballybay, Co. Monaghan Traffic and Transport Assessment 4 External access and internal alterations to the existing Sragh Dismantlers Limited site 4.1 External access As noted in Section 1.2 of this Traffic and Transport Assessment, Sragh Dismantlers Limited site has two access points off the public road. The main access is located on the northern side of the L71001 local road approximately 225m to the west of the R180/L71001 junction, with a secondary Heavy Commercial Vehicles (HGV) access being located on the southern side of the R180 regional road approximately 375m to the north-west of the R180/L71001 junction. No alterations to external access are proposed as part of the proposed development. 4.2 Alterations to the L71001/Sragh Dismantlers Limited site access junction As noted in Section 1.2 of this Traffic and Transport Assessment the proposed development proposes to create ‘a new site entrance onto [the L71001] public road replacing existing [L71001] site entrance to be permanently closed’. The proposed new site entrance, as depicted within the site layout drawing prepared by CMD Architects (drawing reference 'Proposed Site Layout: Site Section’ Drawing Identifier: 24-229-3.0_Planning-0.03, Dated: 03-11-2025), contained in Appendix A, is: approximately 21m (centre- to-centre) to the east of the existing site entrance; is formed from 10m radii; and, leads to a 5m wide internal ‘access lane’. This site layout drawing also shows dimensioned 3.0m x 70m visibility splays from the proposed new site entrance onto the L71001, complying with the distances specified in Table 15.4 (Minimum Visibility Standards) contained within the Monaghan County Development Plan 2025-2031. 4.3 Internal alterations to the existing Sragh Dismantlers Limited site The site layout drawing prepared by CMD Architects (drawing reference 'Proposed Site Layout: Site Section’ Drawing Identifier: 24-229-3.0_Planning-0.03, Dated: 03-11-2025) included for information within Appendix A, depicts a ‘proposed new permeable-surfaced access lane from the proposed new site entrance on the L71001 connecting [to the] existing permeable access lane leading to [the existing] R180 site entrance’. Alterations to the position of existing cabins and fencing are shown to accommodate the construction of this access lane. 4.4 Car parking provision Car parking standards for development are covered within Section 15.24 and Policy CP1 within the Monaghan County Development Plan 2025-2031. For development such as car dismantlers where the type of development is not specified, the development plan states that ‘the requirement shall be calculated relative to the most appropriate standard/similar type of development’. The site layout drawing prepared by CMD Architects (drawing reference 'Proposed Site Layout: Site Section’ Drawing Identifier: 24-229- 3.0_Planning-0.03, Dated: 03-11-2025) included for information within Appendix A, shows twelve car parking spaces including one universally accessible (disabled) car parking space. The trip generation detailed within Sections 2.2 and 3.1 of this Traffic and Transport Assessment can be accommodated within the car parking area as shown. ©TTRSA 2026 8RECEIVED: 26/06/2026 Proposed Retention and Development at Sragh Dismantlers Limited, Sra, Ballybay, Co. Monaghan Traffic and Transport Assessment Appendix A Site Layout Drawing (prepared by CMD Architects) Drawing Title: Proposed Site Layout: Site Section Drawing Identifier: 24-229-3.0_Planning-0.03 Drawing Dated: 03-01-2025 Scaled drawing for information only, received by TTRSA on 29th April 2026 ©TTRSA 2026 RECEIVED: 26/06/2026 RECEIVED: 26/06/2026 Proposed Retention and Development at Sragh Dismantlers Limited, Sra, Ballybay, Co. Monaghan Traffic and Transport Assessment Appendix B Automatic Traffic Count Data for the L71007 and R180 Manual Classified Traffic Count Data and PCU Conversion Sragh Dismantlers Trip Generation Survey ©TTRSA 2026 RECEIVED: 26/06/2026 CustomList-10 Page 1 MetroCount Traffic Executive Sragh_Dismantlers (L71001) CustomList-10 -- English (ENG) Datasets: Site: [L71001] Adj. Sragh Dismantlers Attribute:<60> Direction:5 - West bound A>B, East bound B>A. Lane: 0 Survey Duration:21:09 20 April 2026 => 20:28 28 April 2026, Zone: File:Sragh L71001 0 2026-04-28 2029.EC0 (Plus ) Identifier:SY45745V MC5900-X13 (c)MetroCount 09Nov16 Algorithm:Factory default axle (v5.07) Data type:Axle sensors - Paired (Class/Speed/Count) Profile: Filter time: 00:00 21 April 2026 => 00:00 28 April 2026 (7) Included classes:1, 2, 3 Speed range:5 - 100 mph. Direction:East (bound), P = East, Lane = 0-16 Separation:Headway > 0 sec, Span 0 - 100 metre Name:Default Profile Scheme:Vehicle classification (Scheme F Aggregate (0 1 1 1 2 2 2 2 3 3 3 3 3 3 14 )) Units:Part metric (metre, mi, m/s, mph, kg, tonne) Column Legend: 0 [Time] 24-hour time (0000 - 2359) 1 [-/n] Normalise divisor 2 [Total] Number in time step 3 [Cls] Class totals CustomList-10 Page 1 RECEIVED: 26/06/2026 CustomList-10 Page 2 * 21 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 0 0 0 0 0100 - 0 0 0 0 0200 - 0 0 0 0 0300 - 1 1 0 0 0400 - 0 0 0 0 0500 - 1 1 0 0 0600 - 3 3 0 0 0700 - 2 2 0 0 0800 - 5 4 1 0 0900 - 4 4 0 0 1000 - 5 5 0 0 1100 - 4 4 0 0 1200 - 4 4 0 0 1300 - 8 8 0 0 1400 - 4 3 0 1 1500 - 10 8 2 0 1600 - 10 9 1 0 1700 - 9 8 1 0 1800 - 6 6 0 0 1900 - 4 4 0 0 2000 - 0 0 0 0 2100 - 2 2 0 0 2200 - 1 0 1 0 2300 - 0 0 0 0 07-19 - 71 65 5 1 06-22 - 80 74 5 1 06-00 - 81 74 6 1 00-00 - 83 76 6 1 * 22 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 0 0 0 0 0100 - 0 0 0 0 0200 - 0 0 0 0 0300 - 1 1 0 0 0400 - 0 0 0 0 0500 - 1 1 0 0 0600 - 2 2 0 0 0700 - 1 1 0 0 0800 - 8 7 1 0 0900 - 7 7 0 0 1000 - 6 6 0 0 1100 - 4 4 0 0 1200 - 5 4 1 0 1300 - 4 4 0 0 1400 - 4 4 0 0 1500 - 11 10 1 0 1600 - 7 7 0 0 1700 - 6 6 0 0 1800 - 4 4 0 0 1900 - 5 5 0 0 2000 - 3 3 0 0 2100 - 3 3 0 0 2200 - 0 0 0 0 2300 - 0 0 0 0 07-19 - 67 64 3 0 06-22 - 80 77 3 0 06-00 - 80 77 3 0 00-00 - 82 79 3 0 CustomList-10 Page 2 RECEIVED: 26/06/2026 CustomList-10 Page 3 * 23 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 0 0 0 0 0100 - 0 0 0 0 0200 - 0 0 0 0 0300 - 1 1 0 0 0400 - 0 0 0 0 0500 - 1 1 0 0 0600 - 0 0 0 0 0700 - 1 1 0 0 0800 - 10 8 2 0 0900 - 5 4 1 0 1000 - 7 6 1 0 1100 - 1 1 0 0 1200 - 2 2 0 0 1300 - 5 5 0 0 1400 - 11 11 0 0 1500 - 9 8 1 0 1600 - 6 6 0 0 1700 - 9 9 0 0 1800 - 6 6 0 0 1900 - 4 4 0 0 2000 - 2 2 0 0 2100 - 0 0 0 0 2200 - 1 1 0 0 2300 - 0 0 0 0 07-19 - 72 67 5 0 06-22 - 78 73 5 0 06-00 - 79 74 5 0 00-00 - 81 76 5 0 * 24 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 0 0 0 0 0100 - 0 0 0 0 0200 - 0 0 0 0 0300 - 0 0 0 0 0400 - 0 0 0 0 0500 - 1 1 0 0 0600 - 0 0 0 0 0700 - 2 2 0 0 0800 - 8 7 1 0 0900 - 7 7 0 0 1000 - 8 7 0 1 1100 - 4 4 0 0 1200 - 2 2 0 0 1300 - 6 6 0 0 1400 - 6 6 0 0 1500 - 10 9 1 0 1600 - 7 6 1 0 1700 - 7 7 0 0 1800 - 6 6 0 0 1900 - 5 5 0 0 2000 - 4 3 1 0 2100 - 2 2 0 0 2200 - 2 1 0 1 2300 - 1 0 1 0 07-19 - 73 69 3 1 06-22 - 84 79 4 1 06-00 - 87 80 5 2 00-00 - 88 81 5 2 CustomList-10 Page 3 RECEIVED: 26/06/2026 CustomList-10 Page 4 * 25 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 0 0 0 0 0100 - 0 0 0 0 0200 - 0 0 0 0 0300 - 0 0 0 0 0400 - 0 0 0 0 0500 - 0 0 0 0 0600 - 1 1 0 0 0700 - 4 4 0 0 0800 - 2 2 0 0 0900 - 7 6 1 0 1000 - 1 1 0 0 1100 - 6 6 0 0 1200 - 3 3 0 0 1300 - 9 8 1 0 1400 - 2 1 1 0 1500 - 4 3 1 0 1600 - 2 1 1 0 1700 - 8 7 0 1 1800 - 4 4 0 0 1900 - 5 5 0 0 2000 - 4 3 1 0 2100 - 0 0 0 0 2200 - 0 0 0 0 2300 - 0 0 0 0 07-19 - 52 46 5 1 06-22 - 62 55 6 1 06-00 - 62 55 6 1 00-00 - 62 55 6 1 * 26 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 1 1 0 0 0100 - 0 0 0 0 0200 - 0 0 0 0 0300 - 0 0 0 0 0400 - 0 0 0 0 0500 - 0 0 0 0 0600 - 0 0 0 0 0700 - 1 1 0 0 0800 - 3 3 0 0 0900 - 1 1 0 0 1000 - 2 2 0 0 1100 - 1 1 0 0 1200 - 4 4 0 0 1300 - 1 1 0 0 1400 - 3 3 0 0 1500 - 1 1 0 0 1600 - 4 4 0 0 1700 - 2 1 1 0 1800 - 4 4 0 0 1900 - 3 3 0 0 2000 - 1 1 0 0 2100 - 0 0 0 0 2200 - 0 0 0 0 2300 - 0 0 0 0 07-19 - 27 26 1 0 06-22 - 31 30 1 0 06-00 - 31 30 1 0 00-00 - 32 31 1 0 CustomList-10 Page 4 RECEIVED: 26/06/2026 CustomList-10 Page 5 * 27 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 0 0 0 0 0100 - 0 0 0 0 0200 - 0 0 0 0 0300 - 1 1 0 0 0400 - 1 1 0 0 0500 - 0 0 0 0 0600 - 1 1 0 0 0700 - 3 3 0 0 0800 - 7 6 1 0 0900 - 6 6 0 0 1000 - 5 4 0 1 1100 - 7 7 0 0 1200 - 4 4 0 0 1300 - 8 7 0 1 1400 - 7 7 0 0 1500 - 6 5 1 0 1600 - 12 12 0 0 1700 - 7 5 0 2 1800 - 11 11 0 0 1900 - 9 7 0 2 2000 - 1 1 0 0 07-19 - 83 77 2 4 06-22 - 94 86 2 6 06-00 - 94 86 2 6 00-00 - 96 88 2 6 * Virtual Day (7) Time -/n Total Cls Cls Cls <-- 1 2 3 0000 7 0 0 0 0 0100 7 0 0 0 0 0200 7 0 0 0 0 0300 7 1 1 0 0 0400 7 0 0 0 0 0500 7 1 1 0 0 0600 7 1 1 0 0 0700 7 2 2 0 0 0800 7 6 5 1 0 0900 7 5 5 0 0 1000 7 5 4 0 0 1100 7 4 4 0 0 1200 7 3 3 0 0 1300 7 6 6 0 0 1400 7 5 5 0 0 1500 7 7 6 1 0 1600 7 7 6 0 0 1700 7 7 6 0 0 1800 7 6 6 0 0 1900 7 5 5 0 0 2000 7 2 2 0 0 2100 7 1 1 0 0 2200 7 1 0 0 0 2300 7 0 0 0 0 07-19 7 64 59 3 1 06-22 7 73 68 4 1 06-00 7 73 68 4 1 00-00 7 75 69 4 1 In profile:Vehicles = 524 / 1288 (40.68%) CustomList-10 Page 5 RECEIVED: 26/06/2026 CustomList-10 Page 1 MetroCount Traffic Executive Sragh_Dismantlers (L71001) CustomList-10 -- English (ENG) Datasets: Site: [L71001] Adj. Sragh Dismantlers Attribute:<60> Direction:5 - West bound A>B, East bound B>A. Lane: 0 Survey Duration:21:09 20 April 2026 => 20:28 28 April 2026, Zone: File:Sragh L71001 0 2026-04-28 2029.EC0 (Plus ) Identifier:SY45745V MC5900-X13 (c)MetroCount 09Nov16 Algorithm:Factory default axle (v5.07) Data type:Axle sensors - Paired (Class/Speed/Count) Profile: Filter time: 00:00 21 April 2026 => 00:00 28 April 2026 (7) Included classes:1, 2, 3 Speed range:5 - 100 mph. Direction:West (bound), P = West, Lane = 0-16 Separation:Headway > 0 sec, Span 0 - 100 metre Name:Default Profile Scheme:Vehicle classification (Scheme F Aggregate (0 1 1 1 2 2 2 2 3 3 3 3 3 3 14 )) Units:Part metric (metre, mi, m/s, mph, kg, tonne) Column Legend: 0 [Time] 24-hour time (0000 - 2359) 1 [-/n] Normalise divisor 2 [Total] Number in time step 3 [Cls] Class totals CustomList-10 Page 1 RECEIVED: 26/06/2026 CustomList-10 Page 2 * 21 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 0 0 0 0 0100 - 0 0 0 0 0200 - 0 0 0 0 0300 - 0 0 0 0 0400 - 0 0 0 0 0500 - 1 1 0 0 0600 - 2 2 0 0 0700 - 2 2 0 0 0800 - 4 3 1 0 0900 - 1 1 0 0 1000 - 8 8 0 0 1100 - 7 7 0 0 1200 - 10 10 0 0 1300 - 3 3 0 0 1400 - 4 4 0 0 1500 - 9 8 1 0 1600 - 9 9 0 0 1700 - 10 10 0 0 1800 - 10 10 0 0 1900 - 2 2 0 0 2000 - 1 1 0 0 2100 - 6 6 0 0 2200 - 0 0 0 0 2300 - 0 0 0 0 07-19 - 77 75 2 0 06-22 - 88 86 2 0 06-00 - 88 86 2 0 00-00 - 89 87 2 0 * 22 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 0 0 0 0 0100 - 0 0 0 0 0200 - 2 1 0 1 0300 - 0 0 0 0 0400 - 0 0 0 0 0500 - 0 0 0 0 0600 - 1 1 0 0 0700 - 0 0 0 0 0800 - 6 5 1 0 0900 - 7 7 0 0 1000 - 4 4 0 0 1100 - 3 3 0 0 1200 - 3 3 0 0 1300 - 3 3 0 0 1400 - 6 6 0 0 1500 - 6 5 1 0 1600 - 8 7 0 1 1700 - 8 7 1 0 1800 - 4 4 0 0 1900 - 5 5 0 0 2000 - 4 4 0 0 2100 - 3 3 0 0 2200 - 1 1 0 0 2300 - 0 0 0 0 07-19 - 58 54 3 1 06-22 - 71 67 3 1 06-00 - 72 68 3 1 00-00 - 74 69 3 2 CustomList-10 Page 2 RECEIVED: 26/06/2026 CustomList-10 Page 3 * 23 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 0 0 0 0 0100 - 0 0 0 0 0200 - 0 0 0 0 0300 - 0 0 0 0 0400 - 0 0 0 0 0500 - 0 0 0 0 0600 - 0 0 0 0 0700 - 1 1 0 0 0800 - 6 5 1 0 0900 - 4 4 0 0 1000 - 6 6 0 0 1100 - 2 2 0 0 1200 - 1 1 0 0 1300 - 8 8 0 0 1400 - 9 9 0 0 1500 - 8 7 1 0 1600 - 9 8 1 0 1700 - 12 11 1 0 1800 - 8 8 0 0 1900 - 2 2 0 0 2000 - 7 7 0 0 2100 - 3 3 0 0 2200 - 2 2 0 0 2300 - 0 0 0 0 07-19 - 74 70 4 0 06-22 - 86 82 4 0 06-00 - 88 84 4 0 00-00 - 88 84 4 0 * 24 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 0 0 0 0 0100 - 0 0 0 0 0200 - 0 0 0 0 0300 - 0 0 0 0 0400 - 0 0 0 0 0500 - 0 0 0 0 0600 - 0 0 0 0 0700 - 1 1 0 0 0800 - 7 6 1 0 0900 - 8 8 0 0 1000 - 4 3 0 1 1100 - 8 8 0 0 1200 - 3 3 0 0 1300 - 7 7 0 0 1400 - 8 8 0 0 1500 - 9 6 3 0 1600 - 11 10 1 0 1700 - 6 6 0 0 1800 - 8 8 0 0 1900 - 3 3 0 0 2000 - 4 4 0 0 2100 - 3 3 0 0 2200 - 2 2 0 0 2300 - 0 0 0 0 07-19 - 80 74 5 1 06-22 - 90 84 5 1 06-00 - 92 86 5 1 00-00 - 92 86 5 1 CustomList-10 Page 3 RECEIVED: 26/06/2026 CustomList-10 Page 4 * 25 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 1 1 0 0 0100 - 1 1 0 0 0200 - 0 0 0 0 0300 - 0 0 0 0 0400 - 0 0 0 0 0500 - 0 0 0 0 0600 - 0 0 0 0 0700 - 4 4 0 0 0800 - 2 2 0 0 0900 - 2 2 0 0 1000 - 3 3 0 0 1100 - 8 7 0 1 1200 - 2 2 0 0 1300 - 7 6 0 1 1400 - 2 2 0 0 1500 - 6 6 0 0 1600 - 3 3 0 0 1700 - 2 2 0 0 1800 - 6 6 0 0 1900 - 2 2 0 0 2000 - 4 4 0 0 2100 - 5 5 0 0 2200 - 0 0 0 0 2300 - 0 0 0 0 07-19 - 47 45 0 2 06-22 - 58 56 0 2 06-00 - 58 56 0 2 00-00 - 60 58 0 2 * 26 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 0 0 0 0 0100 - 1 1 0 0 0200 - 1 1 0 0 0300 - 0 0 0 0 0400 - 0 0 0 0 0500 - 0 0 0 0 0600 - 0 0 0 0 0700 - 0 0 0 0 0800 - 1 1 0 0 0900 - 1 1 0 0 1000 - 4 4 0 0 1100 - 1 1 0 0 1200 - 3 3 0 0 1300 - 3 3 0 0 1400 - 3 3 0 0 1500 - 0 0 0 0 1600 - 3 3 0 0 1700 - 1 1 0 0 1800 - 4 4 0 0 1900 - 4 4 0 0 2000 - 3 3 0 0 2100 - 4 4 0 0 2200 - 0 0 0 0 2300 - 0 0 0 0 07-19 - 24 24 0 0 06-22 - 35 35 0 0 06-00 - 35 35 0 0 00-00 - 37 37 0 0 CustomList-10 Page 4 RECEIVED: 26/06/2026 CustomList-10 Page 5 * 27 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 0 0 0 0 0100 - 0 0 0 0 0200 - 0 0 0 0 0300 - 0 0 0 0 0400 - 0 0 0 0 0500 - 0 0 0 0 0600 - 0 0 0 0 0700 - 2 1 1 0 0800 - 5 4 1 0 0900 - 5 5 0 0 1000 - 6 6 0 0 1100 - 7 7 0 0 1200 - 4 4 0 0 1300 - 4 3 0 1 1400 - 13 12 0 1 1500 - 3 2 1 0 1600 - 13 13 0 0 1700 - 8 6 0 2 1800 - 9 9 0 0 1900 - 7 5 0 2 2000 - 3 3 0 0 2100 - 3 3 0 0 2200 - 0 0 0 0 2300 - 1 1 0 0 07-19 - 79 72 3 4 06-22 - 92 83 3 6 06-00 - 93 84 3 6 00-00 - 93 84 3 6 * Virtual Day (7) Time -/n Total Cls Cls Cls <-- 1 2 3 0000 7 0 0 0 0 0100 7 0 0 0 0 0200 7 0 0 0 0 0300 7 0 0 0 0 0400 7 0 0 0 0 0500 7 0 0 0 0 0600 7 0 0 0 0 0700 7 1 1 0 0 0800 7 4 4 1 0 0900 7 4 4 0 0 1000 7 5 5 0 0 1100 7 5 5 0 0 1200 7 4 4 0 0 1300 7 5 5 0 0 1400 7 6 6 0 0 1500 7 6 5 1 0 1600 7 8 8 0 0 1700 7 7 6 0 0 1800 7 7 7 0 0 1900 7 4 3 0 0 2000 7 4 4 0 0 2100 7 4 4 0 0 2200 7 1 1 0 0 2300 7 0 0 0 0 07-19 7 63 59 2 1 06-22 7 74 70 2 1 06-00 7 75 71 2 1 00-00 7 76 72 2 2 In profile:Vehicles = 533 / 1288 (41.38%) CustomList-10 Page 5 RECEIVED: 26/06/2026 CustomList-10 Page 1 MetroCount Traffic Executive Sragh_Dismantlers (L71001) CustomList-10 -- English (ENG) Datasets: Site: [L71001] Adj. Sragh Dismantlers Attribute:<60> Direction:5 - West bound A>B, East bound B>A. Lane: 0 Survey Duration:21:09 20 April 2026 => 20:28 28 April 2026, Zone: File:Sragh L71001 0 2026-04-28 2029.EC0 (Plus ) Identifier:SY45745V MC5900-X13 (c)MetroCount 09Nov16 Algorithm:Factory default axle (v5.07) Data type:Axle sensors - Paired (Class/Speed/Count) Profile: Filter time: 00:00 21 April 2026 => 00:00 28 April 2026 (7) Included classes:1, 2, 3 Speed range:5 - 100 mph. Direction:Two-way, P = East, Lane = 0-16 Separation:Headway > 0 sec, Span 0 - 100 metre Name:Default Profile Scheme:Vehicle classification (Scheme F Aggregate (0 1 1 1 2 2 2 2 3 3 3 3 3 3 14 )) Units:Part metric (metre, mi, m/s, mph, kg, tonne) Column Legend: 0 [Time] 24-hour time (0000 - 2359) 1 [-/n] Normalise divisor 2 [Total] Number in time step 3 [Cls] Class totals CustomList-10 Page 1 RECEIVED: 26/06/2026 CustomList-10 Page 2 * 21 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 0 0 0 0 0100 - 0 0 0 0 0200 - 0 0 0 0 0300 - 1 1 0 0 0400 - 0 0 0 0 0500 - 2 2 0 0 0600 - 5 5 0 0 0700 - 4 4 0 0 0800 - 9 7 2 0 0900 - 5 5 0 0 1000 - 13 13 0 0 1100 - 11 11 0 0 1200 - 14 14 0 0 1300 - 11 11 0 0 1400 - 8 7 0 1 1500 - 19 16 3 0 1600 - 19 18 1 0 1700 - 19 18 1 0 1800 - 16 16 0 0 1900 - 6 6 0 0 2000 - 1 1 0 0 2100 - 8 8 0 0 2200 - 1 0 1 0 2300 - 0 0 0 0 07-19 - 148 140 7 1 06-22 - 168 160 7 1 06-00 - 169 160 8 1 00-00 - 172 163 8 1 * 22 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 0 0 0 0 0100 - 0 0 0 0 0200 - 2 1 0 1 0300 - 1 1 0 0 0400 - 0 0 0 0 0500 - 1 1 0 0 0600 - 3 3 0 0 0700 - 1 1 0 0 0800 - 14 12 2 0 0900 - 14 14 0 0 1000 - 10 10 0 0 1100 - 7 7 0 0 1200 - 8 7 1 0 1300 - 7 7 0 0 1400 - 10 10 0 0 1500 - 17 15 2 0 1600 - 15 14 0 1 1700 - 14 13 1 0 1800 - 8 8 0 0 1900 - 10 10 0 0 2000 - 7 7 0 0 2100 - 6 6 0 0 2200 - 1 1 0 0 2300 - 0 0 0 0 07-19 - 125 118 6 1 06-22 - 151 144 6 1 06-00 - 152 145 6 1 00-00 - 156 148 6 2 CustomList-10 Page 2 RECEIVED: 26/06/2026 CustomList-10 Page 3 * 23 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 0 0 0 0 0100 - 0 0 0 0 0200 - 0 0 0 0 0300 - 1 1 0 0 0400 - 0 0 0 0 0500 - 1 1 0 0 0600 - 0 0 0 0 0700 - 2 2 0 0 0800 - 16 13 3 0 0900 - 9 8 1 0 1000 - 13 12 1 0 1100 - 3 3 0 0 1200 - 3 3 0 0 1300 - 13 13 0 0 1400 - 20 20 0 0 1500 - 17 15 2 0 1600 - 15 14 1 0 1700 - 21 20 1 0 1800 - 14 14 0 0 1900 - 6 6 0 0 2000 - 9 9 0 0 2100 - 3 3 0 0 2200 - 3 3 0 0 2300 - 0 0 0 0 07-19 - 146 137 9 0 06-22 - 164 155 9 0 06-00 - 167 158 9 0 00-00 - 169 160 9 0 * 24 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 0 0 0 0 0100 - 0 0 0 0 0200 - 0 0 0 0 0300 - 0 0 0 0 0400 - 0 0 0 0 0500 - 1 1 0 0 0600 - 0 0 0 0 0700 - 3 3 0 0 0800 - 15 13 2 0 0900 - 15 15 0 0 1000 - 12 10 0 2 1100 - 12 12 0 0 1200 - 5 5 0 0 1300 - 13 13 0 0 1400 - 14 14 0 0 1500 - 19 15 4 0 1600 - 18 16 2 0 1700 - 13 13 0 0 1800 - 14 14 0 0 1900 - 8 8 0 0 2000 - 8 7 1 0 2100 - 5 5 0 0 2200 - 4 3 0 1 2300 - 1 0 1 0 07-19 - 153 143 8 2 06-22 - 174 163 9 2 06-00 - 179 166 10 3 00-00 - 180 167 10 3 CustomList-10 Page 3 RECEIVED: 26/06/2026 CustomList-10 Page 4 * 25 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 1 1 0 0 0100 - 1 1 0 0 0200 - 0 0 0 0 0300 - 0 0 0 0 0400 - 0 0 0 0 0500 - 0 0 0 0 0600 - 1 1 0 0 0700 - 8 8 0 0 0800 - 4 4 0 0 0900 - 9 8 1 0 1000 - 4 4 0 0 1100 - 14 13 0 1 1200 - 5 5 0 0 1300 - 16 14 1 1 1400 - 4 3 1 0 1500 - 10 9 1 0 1600 - 5 4 1 0 1700 - 10 9 0 1 1800 - 10 10 0 0 1900 - 7 7 0 0 2000 - 8 7 1 0 2100 - 5 5 0 0 2200 - 0 0 0 0 2300 - 0 0 0 0 07-19 - 99 91 5 3 06-22 - 120 111 6 3 06-00 - 120 111 6 3 00-00 - 122 113 6 3 * 26 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 1 1 0 0 0100 - 1 1 0 0 0200 - 1 1 0 0 0300 - 0 0 0 0 0400 - 0 0 0 0 0500 - 0 0 0 0 0600 - 0 0 0 0 0700 - 1 1 0 0 0800 - 4 4 0 0 0900 - 2 2 0 0 1000 - 6 6 0 0 1100 - 2 2 0 0 1200 - 7 7 0 0 1300 - 4 4 0 0 1400 - 6 6 0 0 1500 - 1 1 0 0 1600 - 7 7 0 0 1700 - 3 2 1 0 1800 - 8 8 0 0 1900 - 7 7 0 0 2000 - 4 4 0 0 2100 - 4 4 0 0 2200 - 0 0 0 0 2300 - 0 0 0 0 07-19 - 51 50 1 0 06-22 - 66 65 1 0 06-00 - 66 65 1 0 00-00 - 69 68 1 0 CustomList-10 Page 4 RECEIVED: 26/06/2026 CustomList-10 Page 5 * 27 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 0 0 0 0 0100 - 0 0 0 0 0200 - 0 0 0 0 0300 - 1 1 0 0 0400 - 1 1 0 0 0500 - 0 0 0 0 0600 - 1 1 0 0 0700 - 5 4 1 0 0800 - 12 10 2 0 0900 - 11 11 0 0 1000 - 11 10 0 1 1100 - 14 14 0 0 1200 - 8 8 0 0 1300 - 12 10 0 2 1400 - 20 19 0 1 1500 - 9 7 2 0 1600 - 25 25 0 0 1700 - 15 11 0 4 1800 - 20 20 0 0 1900 - 16 12 0 4 2000 - 4 4 0 0 2100 - 3 3 0 0 2200 - 0 0 0 0 2300 - 1 1 0 0 07-19 - 162 149 5 8 06-22 - 186 169 5 12 06-00 - 187 170 5 12 00-00 - 189 172 5 12 * Virtual Day (7) Time -/n Total Cls Cls Cls <-- 1 2 3 0000 7 0 0 0 0 0100 7 0 0 0 0 0200 7 0 0 0 0 0300 7 1 1 0 0 0400 7 0 0 0 0 0500 7 1 1 0 0 0600 7 1 1 0 0 0700 7 3 3 0 0 0800 7 11 9 2 0 0900 7 9 9 0 0 1000 7 10 9 0 0 1100 7 9 9 0 0 1200 7 7 7 0 0 1300 7 11 10 0 0 1400 7 12 11 0 0 1500 7 13 11 2 0 1600 7 15 14 1 0 1700 7 14 12 1 1 1800 7 13 13 0 0 1900 7 9 8 0 1 2000 7 6 6 0 0 2100 7 5 5 0 0 2200 7 1 1 0 0 2300 7 0 0 0 0 07-19 7 126 118 6 2 06-22 7 147 138 6 3 06-00 7 149 139 6 3 00-00 7 151 142 6 3 In profile:Vehicles = 1057 / 1288 (82.07%) CustomList-10 Page 5 RECEIVED: 26/06/2026 CustomList-12 Page 1 MetroCount Traffic Executive Sragh_Dismantlers (R180) CustomList-12 -- English (ENG) Datasets: Site: [R180] Adj. Sragh Dismantlers Site Access Attribute:<80> Direction:8 - East bound A>B, West bound B>A. Lane: 0 Survey Duration:20:16 20 April 2026 => 20:11 28 April 2026, Zone: File:Sragh R180 0 2026-04-28 2012.EC0 (Plus ) Identifier:SY76E0HS MC5900-X13 (c)MetroCount 09Nov16 Algorithm:Factory default axle (v5.07) Data type:Axle sensors - Paired (Class/Speed/Count) Profile: Filter time: 00:00 21 April 2026 => 00:00 28 April 2026 (7) Included classes:1, 2, 3 Speed range:5 - 120 mph. Direction:East (bound), P = East, Lane = 0-16 Separation:Headway > 0 sec, Span 0 - 100 metre Name:Default Profile Scheme:Vehicle classification (Scheme F Aggregate (0 1 1 1 2 2 2 2 3 3 3 3 3 3 14 )) Units:Part metric (metre, mi, m/s, mph, kg, tonne) Column Legend: 0 [Time] 24-hour time (0000 - 2359) 1 [-/n] Normalise divisor 2 [Total] Number in time step 3 [Cls] Class totals CustomList-12 Page 1 RECEIVED: 26/06/2026 CustomList-12 Page 2 * 21 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 3 3 0 0 0100 - 2 2 0 0 0200 - 1 1 0 0 0300 - 1 1 0 0 0400 - 10 9 0 1 0500 - 39 37 0 2 0600 - 42 37 1 4 0700 - 58 56 0 2 0800 - 96 93 0 3 0900 - 47 43 0 4 1000 - 49 48 0 1 1100 - 34 33 0 1 1200 - 62 59 1 2 1300 - 45 43 0 2 1400 - 52 46 4 2 1500 - 65 59 1 5 1600 - 72 68 1 3 1700 - 80 75 0 5 1800 - 66 64 0 2 1900 - 28 27 0 1 2000 - 33 33 0 0 2100 - 34 34 0 0 2200 - 14 14 0 0 2300 - 4 4 0 0 07-19 - 726 687 7 32 06-22 - 863 818 8 37 06-00 - 881 836 8 37 00-00 - 937 889 8 40 * 22 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 2 2 0 0 0100 - 4 4 0 0 0200 - 1 1 0 0 0300 - 6 6 0 0 0400 - 6 5 0 1 0500 - 39 37 0 2 0600 - 38 36 1 1 0700 - 56 55 0 1 0800 - 106 101 0 5 0900 - 62 55 1 6 1000 - 32 27 2 3 1100 - 48 46 1 1 1200 - 37 33 3 1 1300 - 52 47 2 3 1400 - 48 43 2 3 1500 - 59 57 0 2 1600 - 71 63 2 6 1700 - 67 64 1 2 1800 - 79 77 0 2 1900 - 34 34 0 0 2000 - 38 37 0 1 2100 - 24 23 1 0 2200 - 10 10 0 0 2300 - 0 0 0 0 07-19 - 717 668 14 35 06-22 - 851 798 16 37 06-00 - 861 808 16 37 00-00 - 919 863 16 40 CustomList-12 Page 2 RECEIVED: 26/06/2026 CustomList-12 Page 3 * 23 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 3 3 0 0 0100 - 2 1 0 1 0200 - 2 2 0 0 0300 - 2 2 0 0 0400 - 11 10 0 1 0500 - 27 25 0 2 0600 - 46 45 0 1 0700 - 53 53 0 0 0800 - 113 110 1 2 0900 - 65 58 2 5 1000 - 44 40 2 2 1100 - 51 43 2 6 1200 - 45 43 1 1 1300 - 48 45 2 1 1400 - 54 51 0 3 1500 - 65 62 0 3 1600 - 78 77 0 1 1700 - 69 63 2 4 1800 - 46 43 0 3 1900 - 50 50 0 0 2000 - 38 36 0 2 2100 - 21 20 0 1 2200 - 18 18 0 0 2300 - 1 1 0 0 07-19 - 731 688 12 31 06-22 - 886 839 12 35 06-00 - 905 858 12 35 00-00 - 952 901 12 39 * 24 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 1 1 0 0 0100 - 1 1 0 0 0200 - 2 2 0 0 0300 - 3 3 0 0 0400 - 10 7 0 3 0500 - 21 21 0 0 0600 - 47 42 0 5 0700 - 50 46 1 3 0800 - 101 99 1 1 0900 - 60 53 0 7 1000 - 41 38 1 2 1100 - 42 36 2 4 1200 - 44 42 1 1 1300 - 67 62 1 4 1400 - 63 60 1 2 1500 - 56 53 1 2 1600 - 81 79 0 2 1700 - 75 73 0 2 1800 - 76 73 0 3 1900 - 38 37 0 1 2000 - 31 29 2 0 2100 - 31 28 1 2 2200 - 24 24 0 0 2300 - 7 7 0 0 07-19 - 756 714 9 33 06-22 - 903 850 12 41 06-00 - 934 881 12 41 00-00 - 972 916 12 44 CustomList-12 Page 3 RECEIVED: 26/06/2026 CustomList-12 Page 4 * 25 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 8 8 0 0 0100 - 1 1 0 0 0200 - 3 3 0 0 0300 - 2 2 0 0 0400 - 1 1 0 0 0500 - 3 2 0 1 0600 - 13 12 0 1 0700 - 33 29 2 2 0800 - 37 33 0 4 0900 - 54 51 2 1 1000 - 55 52 0 3 1100 - 66 61 2 3 1200 - 77 71 1 5 1300 - 58 55 0 3 1400 - 45 43 0 2 1500 - 40 39 1 0 1600 - 47 47 0 0 1700 - 39 38 0 1 1800 - 50 49 1 0 1900 - 46 46 0 0 2000 - 35 32 2 1 2100 - 22 22 0 0 2200 - 14 14 0 0 2300 - 16 16 0 0 07-19 - 601 568 9 24 06-22 - 717 680 11 26 06-00 - 747 710 11 26 00-00 - 765 727 11 27 * 26 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 4 4 0 0 0100 - 2 2 0 0 0200 - 4 4 0 0 0300 - 2 2 0 0 0400 - 2 2 0 0 0500 - 2 2 0 0 0600 - 3 3 0 0 0700 - 8 8 0 0 0800 - 12 12 0 0 0900 - 28 27 0 1 1000 - 50 50 0 0 1100 - 36 33 1 2 1200 - 43 43 0 0 1300 - 68 67 1 0 1400 - 39 39 0 0 1500 - 29 29 0 0 1600 - 29 29 0 0 1700 - 39 39 0 0 1800 - 38 36 0 2 1900 - 36 35 0 1 2000 - 26 26 0 0 2100 - 14 14 0 0 2200 - 10 10 0 0 2300 - 8 8 0 0 07-19 - 419 412 2 5 06-22 - 498 490 2 6 06-00 - 516 508 2 6 00-00 - 532 524 2 6 CustomList-12 Page 4 RECEIVED: 26/06/2026 CustomList-12 Page 5 * 27 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 2 2 0 0 0100 - 0 0 0 0 0200 - 2 2 0 0 0300 - 2 1 0 1 0400 - 10 9 0 1 0500 - 29 27 0 2 0600 - 39 37 1 1 0700 - 63 59 0 4 0800 - 92 88 1 3 0900 - 53 48 1 4 1000 - 37 32 2 3 1100 - 38 37 0 1 1200 - 44 37 1 6 1300 - 50 46 0 4 1400 - 49 41 2 6 1500 - 61 59 1 1 1600 - 70 67 0 3 1700 - 84 78 2 4 1800 - 60 56 2 2 1900 - 21 21 0 0 2000 - 21 21 0 0 2100 - 24 24 0 0 2200 - 12 11 0 1 2300 - 5 3 1 1 07-19 - 701 648 12 41 06-22 - 806 751 13 42 06-00 - 823 765 14 44 00-00 - 868 806 14 48 * Virtual Day (7) Time -/n Total Cls Cls Cls <-- 1 2 3 0000 7 3 3 0 0 0100 7 2 2 0 0 0200 7 2 2 0 0 0300 7 3 2 0 0 0400 7 7 6 0 1 0500 7 23 22 0 1 0600 7 33 30 0 2 0700 7 46 44 0 2 0800 7 80 77 0 3 0900 7 53 48 1 4 1000 7 44 41 1 2 1100 7 45 41 1 3 1200 7 50 47 1 2 1300 7 55 52 1 2 1400 7 50 46 1 3 1500 7 54 51 1 2 1600 7 64 61 0 2 1700 7 65 61 1 3 1800 7 59 57 0 2 1900 7 36 36 0 0 2000 7 32 31 1 1 2100 7 24 24 0 0 2200 7 15 14 0 0 2300 7 6 6 0 0 07-19 7 664 626 9 29 06-22 7 789 747 11 32 06-00 7 810 767 11 32 00-00 7 849 804 11 35 In profile:Vehicles = 5945 / 13583 (43.77%) CustomList-12 Page 5 RECEIVED: 26/06/2026 CustomList-12 Page 1 MetroCount Traffic Executive Sragh_Dismantlers (R180) CustomList-12 -- English (ENG) Datasets: Site: [R180] Adj. Sragh Dismantlers Site Access Attribute:<80> Direction:8 - East bound A>B, West bound B>A. Lane: 0 Survey Duration:20:16 20 April 2026 => 20:11 28 April 2026, Zone: File:Sragh R180 0 2026-04-28 2012.EC0 (Plus ) Identifier:SY76E0HS MC5900-X13 (c)MetroCount 09Nov16 Algorithm:Factory default axle (v5.07) Data type:Axle sensors - Paired (Class/Speed/Count) Profile: Filter time: 00:00 21 April 2026 => 00:00 28 April 2026 (7) Included classes:1, 2, 3 Speed range:5 - 120 mph. Direction:West (bound), P = East, Lane = 0-16 Separation:Headway > 0 sec, Span 0 - 100 metre Name:Default Profile Scheme:Vehicle classification (Scheme F Aggregate (0 1 1 1 2 2 2 2 3 3 3 3 3 3 14 )) Units:Part metric (metre, mi, m/s, mph, kg, tonne) Column Legend: 0 [Time] 24-hour time (0000 - 2359) 1 [-/n] Normalise divisor 2 [Total] Number in time step 3 [Cls] Class totals CustomList-12 Page 1 RECEIVED: 26/06/2026 CustomList-12 Page 2 * 21 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 3 3 0 0 0100 - 1 1 0 0 0200 - 1 1 0 0 0300 - 0 0 0 0 0400 - 1 1 0 0 0500 - 7 5 0 2 0600 - 15 15 0 0 0700 - 37 33 1 3 0800 - 77 71 4 2 0900 - 52 45 1 6 1000 - 38 36 1 1 1100 - 36 30 1 5 1200 - 51 47 1 3 1300 - 47 46 0 1 1400 - 56 52 3 1 1500 - 60 57 1 2 1600 - 91 88 2 1 1700 - 123 120 0 3 1800 - 65 63 0 2 1900 - 63 62 0 1 2000 - 36 36 0 0 2100 - 18 18 0 0 2200 - 9 9 0 0 2300 - 1 1 0 0 07-19 - 733 688 15 30 06-22 - 865 819 15 31 06-00 - 875 829 15 31 00-00 - 888 840 15 33 * 22 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 1 1 0 0 0100 - 5 5 0 0 0200 - 4 3 0 1 0300 - 0 0 0 0 0400 - 5 1 1 3 0500 - 5 5 0 0 0600 - 13 11 0 2 0700 - 36 30 2 4 0800 - 61 61 0 0 0900 - 56 54 0 2 1000 - 42 38 1 3 1100 - 48 45 1 2 1200 - 35 32 2 1 1300 - 37 32 2 3 1400 - 54 49 1 4 1500 - 83 78 0 5 1600 - 81 77 2 2 1700 - 117 115 0 2 1800 - 57 57 0 0 1900 - 38 35 1 2 2000 - 84 83 0 1 2100 - 29 29 0 0 2200 - 8 8 0 0 2300 - 11 11 0 0 07-19 - 707 668 11 28 06-22 - 871 826 12 33 06-00 - 890 845 12 33 00-00 - 910 860 13 37 CustomList-12 Page 2 RECEIVED: 26/06/2026 CustomList-12 Page 3 * 23 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 5 5 0 0 0100 - 1 1 0 0 0200 - 2 1 0 1 0300 - 1 0 0 1 0400 - 5 5 0 0 0500 - 3 2 0 1 0600 - 15 15 0 0 0700 - 38 35 1 2 0800 - 79 76 1 2 0900 - 52 49 1 2 1000 - 50 49 1 0 1100 - 47 43 1 3 1200 - 44 38 1 5 1300 - 43 40 0 3 1400 - 56 52 0 4 1500 - 75 71 1 3 1600 - 94 89 0 5 1700 - 133 130 0 3 1800 - 69 68 0 1 1900 - 50 50 0 0 2000 - 40 38 0 2 2100 - 32 31 0 1 2200 - 13 13 0 0 2300 - 12 12 0 0 07-19 - 780 740 7 33 06-22 - 917 874 7 36 06-00 - 942 899 7 36 00-00 - 959 913 7 39 * 24 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 5 5 0 0 0100 - 2 2 0 0 0200 - 1 1 0 0 0300 - 1 1 0 0 0400 - 2 2 0 0 0500 - 5 3 0 2 0600 - 18 16 1 1 0700 - 42 39 2 1 0800 - 73 67 2 4 0900 - 56 49 2 5 1000 - 64 61 1 2 1100 - 36 32 0 4 1200 - 47 42 1 4 1300 - 51 49 0 2 1400 - 56 54 0 2 1500 - 87 82 1 4 1600 - 102 97 3 2 1700 - 91 87 1 3 1800 - 78 75 1 2 1900 - 57 57 0 0 2000 - 54 53 1 0 2100 - 18 17 0 1 2200 - 11 10 0 1 2300 - 12 12 0 0 07-19 - 783 734 14 35 06-22 - 930 877 16 37 06-00 - 953 899 16 38 00-00 - 969 913 16 40 CustomList-12 Page 3 RECEIVED: 26/06/2026 CustomList-12 Page 4 * 25 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 7 7 0 0 0100 - 12 12 0 0 0200 - 2 2 0 0 0300 - 1 1 0 0 0400 - 3 3 0 0 0500 - 5 5 0 0 0600 - 12 12 0 0 0700 - 32 28 2 2 0800 - 38 33 1 4 0900 - 60 59 0 1 1000 - 61 57 1 3 1100 - 77 74 0 3 1200 - 74 71 1 2 1300 - 70 69 0 1 1400 - 33 33 0 0 1500 - 52 48 3 1 1600 - 55 53 0 2 1700 - 63 61 2 0 1800 - 38 38 0 0 1900 - 33 32 0 1 2000 - 33 31 1 1 2100 - 25 25 0 0 2200 - 12 12 0 0 2300 - 8 8 0 0 07-19 - 653 624 10 19 06-22 - 756 724 11 21 06-00 - 776 744 11 21 00-00 - 806 774 11 21 * 26 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 7 7 0 0 0100 - 2 2 0 0 0200 - 4 4 0 0 0300 - 0 0 0 0 0400 - 1 1 0 0 0500 - 3 3 0 0 0600 - 4 4 0 0 0700 - 14 14 0 0 0800 - 13 13 0 0 0900 - 23 23 0 0 1000 - 27 27 0 0 1100 - 34 34 0 0 1200 - 45 45 0 0 1300 - 36 36 0 0 1400 - 31 31 0 0 1500 - 36 36 0 0 1600 - 47 46 1 0 1700 - 35 35 0 0 1800 - 28 28 0 0 1900 - 43 42 0 1 2000 - 23 22 1 0 2100 - 18 18 0 0 2200 - 21 21 0 0 2300 - 1 1 0 0 07-19 - 369 368 1 0 06-22 - 457 454 2 1 06-00 - 479 476 2 1 00-00 - 496 493 2 1 CustomList-12 Page 4 RECEIVED: 26/06/2026 CustomList-12 Page 5 * 27 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 2 2 0 0 0100 - 2 2 0 0 0200 - 0 0 0 0 0300 - 0 0 0 0 0400 - 5 4 0 1 0500 - 7 5 0 2 0600 - 13 10 0 3 0700 - 39 35 3 1 0800 - 63 61 0 2 0900 - 44 40 3 1 1000 - 38 30 2 6 1100 - 40 36 1 3 1200 - 40 36 0 4 1300 - 41 37 0 4 1400 - 65 60 2 3 1500 - 55 50 2 3 1600 - 75 74 0 1 1700 - 121 116 1 4 1800 - 64 61 1 2 1900 - 52 52 0 0 2000 - 36 34 1 1 2100 - 24 24 0 0 2200 - 12 12 0 0 2300 - 3 2 0 1 07-19 - 685 636 15 34 06-22 - 810 756 16 38 06-00 - 825 770 16 39 00-00 - 841 783 16 42 * Virtual Day (7) Time -/n Total Cls Cls Cls <-- 1 2 3 0000 7 4 4 0 0 0100 7 4 4 0 0 0200 7 2 2 0 0 0300 7 0 0 0 0 0400 7 3 2 0 1 0500 7 5 4 0 1 0600 7 13 12 0 1 0700 7 34 31 2 2 0800 7 58 55 1 2 0900 7 49 46 1 2 1000 7 46 43 1 2 1100 7 45 42 1 3 1200 7 48 44 1 3 1300 7 46 44 0 2 1400 7 50 47 1 2 1500 7 64 60 1 3 1600 7 78 75 1 2 1700 7 98 95 1 2 1800 7 57 56 0 1 1900 7 48 47 0 1 2000 7 44 42 1 1 2100 7 23 23 0 0 2200 7 12 12 0 0 2300 7 7 7 0 0 07-19 7 673 637 10 26 06-22 7 801 761 11 28 06-00 7 820 780 11 28 00-00 7 838 797 11 30 In profile:Vehicles = 5869 / 13583 (43.21%) CustomList-12 Page 5 RECEIVED: 26/06/2026 CustomList-16 Page 1 MetroCount Traffic Executive Sragh_Dismantlers (R180) CustomList-16 -- English (ENG) Datasets: Site: [R180] Adj. Sragh Dismantlers Site Access Attribute:<80> Direction:8 - East bound A>B, West bound B>A. Lane: 0 Survey Duration:20:16 20 April 2026 => 20:11 28 April 2026, Zone: File:Sragh R180 0 2026-04-28 2012.EC0 (Plus ) Identifier:SY76E0HS MC5900-X13 (c)MetroCount 09Nov16 Algorithm:Factory default axle (v5.07) Data type:Axle sensors - Paired (Class/Speed/Count) Profile: Filter time: 00:00 21 April 2026 => 00:00 28 April 2026 (7) Included classes:1, 2, 3 Speed range:10 - 120 km/h. Direction:Two-Way, P = East, Lane = 0-16 Separation:Headway > 0 sec, Span 0 - 100 metre Name:Default Profile Scheme:Vehicle classification (Scheme F Aggregate (0 1 1 1 2 2 2 2 3 3 3 3 3 3 14 )) Units:Metric (metre, kilometre, m/s, km/h, kg, tonne) Column Legend: 0 [Time] 24-hour time (0000 - 2359) 1 [-/n] Normalise divisor 2 [Total] Number in time step 3 [Cls] Class totals CustomList-16 Page 1 RECEIVED: 26/06/2026 CustomList-16 Page 2 * 21 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 6 6 0 0 0100 - 3 3 0 0 0200 - 2 2 0 0 0300 - 1 1 0 0 0400 - 11 10 0 1 0500 - 46 42 0 4 0600 - 56 51 1 4 0700 - 95 89 1 5 0800 - 173 164 4 5 0900 - 99 88 1 10 1000 - 87 84 1 2 1100 - 70 63 1 6 1200 - 113 106 2 5 1300 - 92 89 0 3 1400 - 108 98 7 3 1500 - 125 116 2 7 1600 - 163 156 3 4 1700 - 200 192 0 8 1800 - 129 125 0 4 1900 - 90 88 0 2 2000 - 68 68 0 0 2100 - 52 52 0 0 2200 - 23 23 0 0 2300 - 5 5 0 0 07-19 - 1454 1370 22 62 06-22 - 1720 1629 23 68 06-00 - 1748 1657 23 68 00-00 - 1817 1721 23 73 * 22 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 3 3 0 0 0100 - 9 9 0 0 0200 - 5 4 0 1 0300 - 6 6 0 0 0400 - 11 6 1 4 0500 - 43 41 0 2 0600 - 51 47 1 3 0700 - 92 85 2 5 0800 - 167 162 0 5 0900 - 118 109 1 8 1000 - 74 65 3 6 1100 - 96 91 2 3 1200 - 72 65 5 2 1300 - 89 79 4 6 1400 - 102 92 3 7 1500 - 142 135 0 7 1600 - 152 140 4 8 1700 - 182 177 1 4 1800 - 135 133 0 2 1900 - 70 67 1 2 2000 - 120 118 0 2 2100 - 53 52 1 0 2200 - 18 18 0 0 2300 - 11 11 0 0 07-19 - 1421 1333 25 63 06-22 - 1715 1617 28 70 06-00 - 1744 1646 28 70 00-00 - 1821 1715 29 77 CustomList-16 Page 2 RECEIVED: 26/06/2026 CustomList-16 Page 3 * 23 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 8 8 0 0 0100 - 3 2 0 1 0200 - 4 3 0 1 0300 - 3 2 0 1 0400 - 16 15 0 1 0500 - 30 27 0 3 0600 - 61 60 0 1 0700 - 91 88 1 2 0800 - 191 185 2 4 0900 - 117 107 3 7 1000 - 94 89 3 2 1100 - 98 86 3 9 1200 - 89 81 2 6 1300 - 91 85 2 4 1400 - 109 102 0 7 1500 - 140 133 1 6 1600 - 172 166 0 6 1700 - 202 193 2 7 1800 - 115 111 0 4 1900 - 100 100 0 0 2000 - 78 74 0 4 2100 - 53 51 0 2 2200 - 31 31 0 0 2300 - 13 13 0 0 07-19 - 1509 1426 19 64 06-22 - 1801 1711 19 71 06-00 - 1845 1755 19 71 00-00 - 1909 1812 19 78 * 24 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 6 6 0 0 0100 - 3 3 0 0 0200 - 3 3 0 0 0300 - 4 4 0 0 0400 - 12 9 0 3 0500 - 26 24 0 2 0600 - 65 58 1 6 0700 - 92 85 3 4 0800 - 173 165 3 5 0900 - 116 102 2 12 1000 - 105 99 2 4 1100 - 78 68 2 8 1200 - 91 84 2 5 1300 - 118 111 1 6 1400 - 119 114 1 4 1500 - 143 135 2 6 1600 - 183 176 3 4 1700 - 163 157 1 5 1800 - 152 146 1 5 1900 - 95 94 0 1 2000 - 85 82 3 0 2100 - 49 45 1 3 2200 - 34 33 0 1 2300 - 19 19 0 0 07-19 - 1533 1442 23 68 06-22 - 1827 1721 28 78 06-00 - 1880 1773 28 79 00-00 - 1934 1822 28 84 CustomList-16 Page 3 RECEIVED: 26/06/2026 CustomList-16 Page 4 * 25 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 15 15 0 0 0100 - 13 13 0 0 0200 - 5 5 0 0 0300 - 3 3 0 0 0400 - 4 4 0 0 0500 - 8 7 0 1 0600 - 25 24 0 1 0700 - 65 57 4 4 0800 - 74 65 1 8 0900 - 114 110 2 2 1000 - 116 109 1 6 1100 - 143 135 2 6 1200 - 151 142 2 7 1300 - 127 123 0 4 1400 - 77 75 0 2 1500 - 91 86 4 1 1600 - 102 100 0 2 1700 - 102 99 2 1 1800 - 88 87 1 0 1900 - 79 78 0 1 2000 - 68 63 3 2 2100 - 46 46 0 0 2200 - 25 25 0 0 2300 - 24 24 0 0 07-19 - 1250 1188 19 43 06-22 - 1468 1399 22 47 06-00 - 1517 1448 22 47 00-00 - 1565 1495 22 48 * 26 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 11 11 0 0 0100 - 4 4 0 0 0200 - 8 8 0 0 0300 - 2 2 0 0 0400 - 3 3 0 0 0500 - 5 5 0 0 0600 - 7 7 0 0 0700 - 22 22 0 0 0800 - 25 25 0 0 0900 - 51 50 0 1 1000 - 76 76 0 0 1100 - 69 66 1 2 1200 - 88 88 0 0 1300 - 102 101 1 0 1400 - 70 70 0 0 1500 - 65 65 0 0 1600 - 75 74 1 0 1700 - 74 74 0 0 1800 - 66 64 0 2 1900 - 79 77 0 2 2000 - 49 48 1 0 2100 - 32 32 0 0 2200 - 31 31 0 0 2300 - 9 9 0 0 07-19 - 783 775 3 5 06-22 - 950 939 4 7 06-00 - 990 979 4 7 00-00 - 1023 1012 4 7 CustomList-16 Page 4 RECEIVED: 26/06/2026 CustomList-16 Page 5 * 27 April 2026 Time -/n Total Cls Cls Cls <-- 1 2 3 0000 - 4 4 0 0 0100 - 2 2 0 0 0200 - 2 2 0 0 0300 - 2 1 0 1 0400 - 15 13 0 2 0500 - 35 31 0 4 0600 - 52 47 1 4 0700 - 101 93 3 5 0800 - 155 149 1 5 0900 - 97 88 4 5 1000 - 75 62 4 9 1100 - 78 73 1 4 1200 - 84 73 1 10 1300 - 89 81 0 8 1400 - 114 101 4 9 1500 - 116 109 3 4 1600 - 145 141 0 4 1700 - 205 194 3 8 1800 - 124 117 3 4 1900 - 73 73 0 0 2000 - 55 53 1 1 2100 - 48 48 0 0 2200 - 24 23 0 1 2300 - 8 5 1 2 07-19 - 1383 1281 27 75 06-22 - 1611 1502 29 80 06-00 - 1643 1530 30 83 00-00 - 1703 1583 30 90 * Virtual Day (7) Time -/n Total Cls Cls Cls <-- 1 2 3 0000 7 8 8 0 0 0100 7 5 5 0 0 0200 7 4 4 0 0 0300 7 3 3 0 0 0400 7 10 9 0 2 0500 7 28 25 0 2 0600 7 45 42 1 3 0700 7 80 74 2 4 0800 7 137 131 2 5 0900 7 102 93 2 6 1000 7 90 83 2 4 1100 7 90 83 2 5 1200 7 98 91 2 5 1300 7 101 96 1 4 1400 7 100 93 2 5 1500 7 117 111 2 4 1600 7 142 136 2 4 1700 7 161 155 1 5 1800 7 116 112 1 3 1900 7 84 82 0 1 2000 7 75 72 1 1 2100 7 48 47 0 1 2200 7 27 26 0 0 2300 7 13 12 0 0 07-19 7 1333 1259 20 54 06-22 7 1585 1503 22 60 06-00 7 1624 1541 22 61 00-00 7 1682 1594 22 65 In profile:Vehicles = 11772 / 13583 (86.67%) CustomList-16 Page 5 RECEIVED: 26/06/2026 Video-based Manual Classified Count Tuesday 21st April 2026 Existing L71001/Sragh Dismantlers Access Junction, Sra, Co. Monaghan Junction Arms PCU Factors Arm A = L71001 to/from West Cycle 0.2 Arm B = Sragh Dismantlers Main Access Motorcycle 0.4 Arm C = L71001 to/from East (R180)Car/LGV 1 HGV/PSV 2.3 Cycle A-B A-C B-A B-C C-A C-B 08:00 – 08:14 0 0 0 0 0 0 08:15 – 08:29 0 0 0 0 0 0 08:30 – 08:44 0 0 0 0 0 0 08:45 – 08:59 0 0 0 0 0 0 09:00 – 09:14 0 0 0 0 0 0 09:15 – 09:30 0 0 0 0 0 0 17:00 – 17:14 0 0 0 0 0 0 17:15 – 17:29 0 0 0 0 0 0 17:30 – 17:44 0 0 0 0 0 0 17:45 – 17:59 0 0 0 0 0 0 18:00 – 18:14 0 0 0 0 0 0 18:15 – 18:29 0 0 0 0 0 0 Motorcycle A-B A-C B-A B-C C-A C-B 08:00 – 08:14 0 0 0 0 0 0 08:15 – 08:29 0 0 0 0 0 0 08:30 – 08:44 0 0 0 0 0 0 08:45 – 08:59 0 0 0 0 0 0 09:00 – 09:14 0 0 0 0 0 0 09:15 – 09:30 0 0 0 0 0 0 17:00 – 17:14 0 0 0 0 0 0 17:15 – 17:29 0 0 0 0 0 0 17:30 – 17:44 0 0 0 0 0 0 17:45 – 17:59 0 0 0 0 0 0 18:00 – 18:14 0 0 0 0 0 0 18:15 – 18:29 0 0 0 0 0 0 Car / LGV A-B A-C B-A B-C C-A C-B 08:00 – 08:14 0 1 0 0 0 0 08:15 – 08:29 0 2 0 0 0 0 08:30 – 08:44 0 1 0 0 2 0 08:45 – 08:59 0 0 0 0 0 0 09:00 – 09:14 0 0 0 0 1 0 09:15 – 09:30 0 3 0 0 0 0 17:00 – 17:14 0 3 0 0 3 0 17:15 – 17:29 0 1 0 0 1 0 17:30 – 17:44 0 3 0 0 3 1 17:45 – 17:59 0 1 0 0 2 0 18:00 – 18:14 0 2 0 0 2 0 18:15 – 18:29 0 1 0 0 5 0 HGV/PSV A-B A-C B-A B-C C-A C-B 08:00 – 08:14 0 0 0 0 0 0 08:15 – 08:29 0 0 0 0 0 0 08:30 – 08:44 0 0 0 0 0 0 08:45 – 08:59 0 1 0 0 1 0 09:00 – 09:14 0 0 0 0 0 0 09:15 – 09:30 0 0 0 0 0 0 17:00 – 17:14 0 0 0 0 0 0 17:15 – 17:29 0 0 0 0 0 0 17:30 – 17:44 0 0 0 0 0 0 17:45 – 17:59 0 0 0 0 0 0 18:00 – 18:14 0 0 0 0 0 0 18:15 – 18:29 0 0 0 0 0 0 Survey Data and Analysis © TTRSA 2025 – Unauthorised use prohibited Incidents: None Weather: DryRECEIVED: 26/06/2026 Total Vehicles A-B A-C B-A B-C C-A C-B 08:00 – 08:14 0 1 0 0 0 0 08:15 – 08:29 0 2 0 0 0 0 08:30 – 08:44 0 1 0 0 2 0 08:45 – 08:59 0 1 0 0 1 0 09:00 – 09:14 0 0 0 0 1 0 09:15 – 09:30 0 3 0 0 0 0 17:00 – 17:14 0 3 0 0 3 0 17:15 – 17:29 0 1 0 0 1 0 17:30 – 17:44 0 3 0 0 3 1 17:45 – 17:59 0 1 0 0 2 0 18:00 – 18:14 0 2 0 0 2 0 18:15 – 18:29 0 1 0 0 5 0 PCUS A-B A-C B-A B-C C-A C-B 08:00 – 08:14 0 1 0 0 0 0 08:15 – 08:29 0 2 0 0 0 0 08:30 – 08:44 0 1 0 0 2 0 08:45 – 08:59 0 2 0 0 2 0 09:00 – 09:14 0 0 0 0 1 0 09:15 – 09:30 0 3 0 0 0 0 17:00 – 17:14 0 3 0 0 3 0 17:15 – 17:29 0 1 0 0 1 0 17:30 – 17:44 0 3 0 0 3 1 17:45 – 17:59 0 1 0 0 2 0 18:00 – 18:14 0 2 0 0 2 0 18:15 – 18:29 0 1 0 0 5 0 PCUS A-B A-C B-A B-C C-A C-B 08:00 – 08:59 0 6 0 0 4 0 17:00 – 17:59 0 8 0 0 9 1 PCUs are rounded to the nearest whole number Survey Data and Analysis © TTRSA 2026 – Unauthorised use prohibited RECEIVED: 26/06/2026 Video-based Manual Classified Count Tuesday 21st April 2026 Existing R180/L71001 Junction, Sra, Co. Monaghan Junction Arms PCU Factors Arm A = R180 to/from East Cycle 0.2 Arm B = L71001 to/from South-west Motorcycle 0.4 Arm C = R180 to/from West Car/LGV 1 HGV/PSV 2.3 Cycle A-B A-C B-A B-C C-A C-B 08:00 – 08:14 0 0 0 0 0 0 08:15 – 08:29 0 0 0 0 0 0 08:30 – 08:44 0 0 0 0 0 0 08:45 – 08:59 0 0 0 0 0 0 09:00 – 09:14 0 0 0 0 0 0 09:15 – 09:30 0 0 0 0 0 0 17:00 – 17:14 0 0 0 0 0 0 17:15 – 17:29 0 0 0 0 0 0 17:30 – 17:44 0 0 0 0 0 0 17:45 – 17:59 0 0 0 0 0 0 18:00 – 18:14 0 0 0 0 0 0 18:15 – 18:29 0 0 0 0 0 0 Motorcycle A-B A-C B-A B-C C-A C-B 08:00 – 08:14 0 0 0 0 0 0 08:15 – 08:29 0 0 0 0 0 0 08:30 – 08:44 0 0 0 0 0 0 08:45 – 08:59 0 0 0 0 0 0 09:00 – 09:14 0 0 0 0 0 0 09:15 – 09:30 0 0 0 0 0 0 17:00 – 17:14 0 0 0 0 0 0 17:15 – 17:29 0 0 0 0 0 0 17:30 – 17:44 0 0 0 0 0 0 17:45 – 17:59 0 0 0 0 0 0 18:00 – 18:14 0 0 0 0 0 0 18:15 – 18:29 0 0 0 0 0 0 Car / LGV A-B A-C B-A B-C C-A C-B 08:00 – 08:14 0 20 1 1 15 0 08:15 – 08:29 1 11 1 2 22 1 08:30 – 08:44 0 21 1 1 34 0 08:45 – 08:59 0 16 0 1 21 0 09:00 – 09:14 1 16 2 1 16 1 09:15 – 09:30 0 10 1 0 12 0 17:00 – 17:14 1 19 1 1 15 0 17:15 – 17:29 2 32 0 1 14 0 17:30 – 17:44 3 40 3 0 21 0 17:45 – 17:59 3 22 3 1 25 0 18:00 – 18:14 1 12 2 0 18 1 18:15 – 18:29 7 25 0 1 15 0 HGV/PSV A-B A-C B-A B-C C-A C-B 08:00 – 08:14 0 3 0 0 1 0 08:15 – 08:29 0 2 0 0 0 0 08:30 – 08:44 0 0 0 0 1 0 08:45 – 08:59 1 0 1 0 0 1 09:00 – 09:14 0 3 0 0 0 0 09:15 – 09:30 0 0 0 0 1 0 17:00 – 17:14 0 0 0 0 1 0 17:15 – 17:29 0 2 0 0 1 0 17:30 – 17:44 0 1 0 0 2 0 17:45 – 17:59 0 0 0 0 1 0 18:00 – 18:14 0 0 0 0 2 0 18:15 – 18:29 0 1 0 0 0 0 Survey Data and Analysis © TTRSA 2026 – Unauthorised use prohibited Incidents: None Weather: DryRECEIVED: 26/06/2026 Total Vehicles A-B A-C B-A B-C C-A C-B 08:00 – 08:14 0 23 1 1 16 0 08:15 – 08:29 1 13 1 2 22 1 08:30 – 08:44 0 21 1 1 35 0 08:45 – 08:59 1 16 1 1 21 1 09:00 – 09:14 1 19 2 1 16 1 09:15 – 09:30 0 10 1 0 13 0 17:00 – 17:14 1 19 1 1 16 0 17:15 – 17:29 2 34 0 1 15 0 17:30 – 17:44 3 41 3 0 23 0 17:45 – 17:59 3 22 3 1 26 0 18:00 – 18:14 1 12 2 0 20 1 18:15 – 18:29 7 26 0 1 15 0 PCUS A-B A-C B-A B-C C-A C-B 08:00 – 08:14 0 27 1 1 17 0 08:15 – 08:29 1 16 1 2 22 1 08:30 – 08:44 0 21 1 1 36 0 08:45 – 08:59 2 16 2 1 21 2 09:00 – 09:14 1 23 2 1 16 1 09:15 – 09:30 0 10 1 0 14 0 17:00 – 17:14 1 19 1 1 17 0 17:15 – 17:29 2 37 0 1 16 0 17:30 – 17:44 3 42 3 0 26 0 17:45 – 17:59 3 22 3 1 27 0 18:00 – 18:14 1 12 2 0 23 1 18:15 – 18:29 7 27 0 1 15 0 PCUS A-B A-C B-A B-C C-A C-B 08:00 – 08:59 3 80 5 5 97 3 17:00 – 17:59 9 120 7 3 87 0 PCUs are rounded to the nearest whole number Survey Data and Analysis © TTRSA 2026 – Unauthorised use prohibited RECEIVED: 26/06/2026 Video-based Manual Classified Count Tuesday 21st April 2026 Existing R180/Sragh Dismantlers Access Junction, Sra, Co. Monaghan Junction Arms PCU Factors Arm A = R180 to/from East Cycle 0.2 Arm B = Sragh Dismantlers HCV Access Motorcycle 0.4 Arm C = R180 to/from West Car/LGV 1 HGV/PSV 2.3 Cycle A-B A-C B-A B-C C-A C-B 08:00 – 08:14 0 0 0 0 0 0 08:15 – 08:29 0 0 0 0 0 0 08:30 – 08:44 0 0 0 0 0 0 08:45 – 08:59 0 0 0 0 0 0 09:00 – 09:14 0 0 0 0 0 0 09:15 – 09:30 0 0 0 0 0 0 17:00 – 17:14 0 0 0 0 0 0 17:15 – 17:29 0 0 0 0 0 0 17:30 – 17:44 0 0 0 0 0 0 17:45 – 17:59 0 0 0 0 0 0 18:00 – 18:14 0 0 0 0 0 0 18:15 – 18:29 0 0 0 0 0 0 Motorcycle A-B A-C B-A B-C C-A C-B 08:00 – 08:14 0 0 0 0 0 0 08:15 – 08:29 0 0 0 0 0 0 08:30 – 08:44 0 0 0 0 0 0 08:45 – 08:59 0 0 0 0 0 0 09:00 – 09:14 0 0 0 0 0 0 09:15 – 09:30 0 0 0 0 0 0 17:00 – 17:14 0 0 0 0 0 0 17:15 – 17:29 0 0 0 0 0 0 17:30 – 17:44 0 0 0 0 0 0 17:45 – 17:59 0 0 0 0 0 0 18:00 – 18:14 0 0 0 0 0 0 18:15 – 18:29 0 0 0 0 0 0 Car / LGV A-B A-C B-A B-C C-A C-B 08:00 – 08:14 0 21 0 0 15 0 08:15 – 08:29 0 12 0 0 23 0 08:30 – 08:44 0 22 0 0 34 0 08:45 – 08:59 0 16 0 0 21 0 09:00 – 09:14 1 18 0 1 17 1 09:15 – 09:30 0 11 0 0 12 0 17:00 – 17:14 0 20 0 0 15 0 17:15 – 17:29 0 32 0 0 14 0 17:30 – 17:44 0 43 0 0 21 0 17:45 – 17:59 0 25 0 0 25 0 18:00 – 18:14 0 14 0 0 19 0 18:15 – 18:29 0 25 0 0 15 0 HGV/PSV A-B A-C B-A B-C C-A C-B 08:00 – 08:14 0 3 0 0 1 0 08:15 – 08:29 0 2 0 0 0 0 08:30 – 08:44 0 0 0 0 1 0 08:45 – 08:59 0 1 0 0 1 0 09:00 – 09:14 0 3 0 0 0 0 09:15 – 09:30 0 0 0 0 1 0 17:00 – 17:14 0 0 0 0 1 0 17:15 – 17:29 0 2 0 0 1 0 17:30 – 17:44 0 1 0 0 2 0 17:45 – 17:59 0 0 0 0 1 0 18:00 – 18:14 0 0 0 0 2 0 18:15 – 18:29 0 1 0 0 0 0 Survey Data and Analysis © TTRSA 2026 – Unauthorised use prohibited Incidents: None Weather: DryRECEIVED: 26/06/2026 Total Vehicles A-B A-C B-A B-C C-A C-B 08:00 – 08:14 0 24 0 0 16 0 08:15 – 08:29 0 14 0 0 23 0 08:30 – 08:44 0 22 0 0 35 0 08:45 – 08:59 0 17 0 0 22 0 09:00 – 09:14 1 21 0 1 17 1 09:15 – 09:30 0 11 0 0 13 0 17:00 – 17:14 0 20 0 0 16 0 17:15 – 17:29 0 34 0 0 15 0 17:30 – 17:44 0 44 0 0 23 0 17:45 – 17:59 0 25 0 0 26 0 18:00 – 18:14 0 14 0 0 21 0 18:15 – 18:29 0 26 0 0 15 0 PCUS A-B A-C B-A B-C C-A C-B 08:00 – 08:14 0 28 0 0 17 0 08:15 – 08:29 0 17 0 0 23 0 08:30 – 08:44 0 22 0 0 36 0 08:45 – 08:59 0 18 0 0 23 0 09:00 – 09:14 1 25 0 1 17 1 09:15 – 09:30 0 11 0 0 14 0 17:00 – 17:14 0 20 0 0 17 0 17:15 – 17:29 0 37 0 0 16 0 17:30 – 17:44 0 45 0 0 26 0 17:45 – 17:59 0 25 0 0 27 0 18:00 – 18:14 0 14 0 0 24 0 18:15 – 18:29 0 27 0 0 15 0 PCUS A-B A-C B-A B-C C-A C-B 08:00 – 08:59 0 85 0 0 100 0 17:00 – 17:59 0 127 0 0 87 0 PCUs are rounded to the nearest whole number Survey Data and Analysis © TTRSA 2026 – Unauthorised use prohibited RECEIVED: 26/06/2026 Trip Generation Survey – Sragh Dismantlers, Sra, Co. Monaghan, Tuesday 21st April 2026 Sragh Dismantlers Main Access and Car Park – Current Trip Generation Time Arrivals Departures Total Cycle M/Cycle Car/LGV HGV Total Veh.PCUs Cycle M/Cycle Car/LGV HGV Total Veh.PCUs Cycle M/Cycle Car/LGV HGV Total Veh.PCUs 07:00-07:59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00-08:59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00-09:59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00-10:59 0 0 7 0 7 7 0 0 6 0 6 6 0 0 13 0 13 13 11:00-11:59 0 0 1 0 1 1 0 0 2 0 2 2 0 0 3 0 3 3 12:00-12:59 0 0 3 0 3 3 0 0 2 0 2 2 0 0 5 0 5 5 13:00-13:59 0 0 0 0 0 0 0 0 1 0 1 1 0 0 1 0 1 1 14:00-14:59 0 0 3 0 3 3 0 0 2 0 2 2 0 0 5 0 5 5 15:00-15:59 0 0 4 0 4 4 0 0 4 0 4 4 0 0 8 0 8 8 16:00-16:59 0 0 2 0 2 2 0 0 3 0 3 3 0 0 5 0 5 5 17:00-17:59 0 0 0 0 0 0 0 0 2 0 2 2 0 0 2 0 2 2 18:00-18:59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sragh Dismantlers HCV Access – Current Trip Generation Time Arrivals Departures Total Cycle M/Cycle Car/LGV HGV Total Veh.PCUs Cycle M/Cycle Car/LGV HGV Total Veh.PCUs Cycle M/Cycle Car/LGV HGV Total Veh.PCUs 07:00-07:59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00-08:59 0 0 1 0 1 1 0 0 0 0 0 0 0 0 1 0 1 1 09:00-09:59 0 0 1 0 1 1 0 0 1 0 1 1 0 0 2 0 2 2 10:00-10:59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00-11:59 0 0 1 0 1 1 0 0 1 0 1 1 0 0 2 0 2 2 12:00-12:59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00-13:59 0 0 3 0 3 3 0 0 2 0 2 2 0 0 5 0 5 5 14:00-14:59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00-15:59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00-16:59 0 0 1 0 1 1 0 0 1 0 1 1 0 0 2 0 2 2 17:00-17:59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00-18:59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00-19:59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sragh Dismantlers - Current Trip Generation (Both Accesses) Time Arrivals Departures Total Cycle M/Cycle Car/LGV HGV Total Veh.PCUs Cycle M/Cycle Car/LGV HGV Total Veh.PCUs Cycle M/Cycle Car/LGV HGV Total Veh.PCUs 07:00-07:59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00-08:59 0 0 1 0 1 1 0 0 0 0 0 0 0 0 1 0 1 1 09:00-09:59 0 0 1 0 1 1 0 0 1 0 1 1 0 0 2 0 2 2 10:00-10:59 0 0 7 0 7 7 0 0 6 0 6 6 0 0 13 0 13 13 11:00-11:59 0 0 2 0 2 2 0 0 3 0 3 3 0 0 5 0 5 5 12:00-12:59 0 0 3 0 3 3 0 0 2 0 2 2 0 0 5 0 5 5 13:00-13:59 0 0 3 0 3 3 0 0 3 0 3 3 0 0 6 0 6 6 14:00-14:59 0 0 3 0 3 3 0 0 2 0 2 2 0 0 5 0 5 5 15:00-15:59 0 0 4 0 4 4 0 0 4 0 4 4 0 0 8 0 8 8 16:00-16:59 0 0 3 0 3 3 0 0 4 0 4 4 0 0 7 0 7 7 17:00-17:59 0 0 0 0 0 0 0 0 2 0 2 2 0 0 2 0 2 2 18:00-18:59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00-19:59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Data in PCUs rounded to whole vehicles (Cycle = 0.2 PCU; Motorcycle = 0.4 PCU; Car/LGV = 1 PCU; HGV = 2.3 PCUs) Survey Data and Analysis © TTRSA, 2026 – Unauthorised use prohibited RECEIVED: 26/06/2026 Proposed Retention and Development at Sragh Dismantlers Limited, Sra, Ballybay, Co. Monaghan Traffic and Transport Assessment Appendix C Traffic Calculations Summary ©TTRSA 2026 RECEIVED: 26/06/2026 Traffic Calculations Summary Existing R180/L71001 Junction, Sra, Co. Monaghan Junction Arms Arm A = R180 to/from East Arm B = L71001 to/from South-west Arm C = R180 to/from West Scenario A-B A-C B-A B-C C-A C-B 2026 AM Peak Hour (08:00-08:59)3 80 5 5 97 3 2027 PM Peak Hour (Factor 1.012)3 80 5 5 98 3 2032 PM Peak Hour (Factor 1.053)3 84 6 5 102 3 2042 PM Peak Hour (Factor 1.105)4 93 6 6 112 4 2026 PM Peak Hour (17:00-17:59)9 120 7 3 87 0 2027 PM Peak Hour (Factor 1.012)9 121 7 3 88 0 2032 PM Peak Hour (Factor 1.053)9 126 7 3 91 0 2042 PM Peak Hour (Factor 1.105)10 140 8 3 101 0 Data in PCUs rounded to whole vehicles Survey Data and Analysis © TTRSA, 2026 – Unauthorised use prohibited RECEIVED: 26/06/2026 Proposed Retention and Development at Sragh Dismantlers Limited, Sra, Ballybay, Co. Monaghan Traffic and Transport Assessment Appendix D PICADY Modelling Output File ©TTRSA 2026 RECEIVED: 26/06/2026 Filename: r180-l17001.j9 Path: C:\Users\matt\Desktop\sragh Report generation date: 01/05/2026 07:48:12 »2027 With Development, AM »2032 With Development, AM »2042 With Development, AM »2027 With Development, PM »2032 With Development, PM »2042 With Development, PM Summary of junction performance Junctions 9 PICADY 9 - Priority Intersection Module Version: 9.5.2.1013 © Copyright TRL Limited, 2019 For sales and distribution information, program advice and maintenance, contact TRL: +44 (0)1344 379777 software@trl.co.uk www.trlsoftware.co.uk The users of this computer program for the solution of an engineering problem are in no way relieved of their responsibility for the correctness of the solution AM PM Set ID Queue (PCU)Delay (s)RFC Set ID Queue (PCU)Delay (s)RFC 2027 With Development Stream B-AC D1 0.0 7.53 0.02 D4 0.0 8.13 0.02 Stream C-AB 0.0 6.27 0.01 0.0 0.00 0.00 2032 With Development Stream B-AC D2 0.0 7.67 0.02 D5 0.0 8.16 0.02 Stream C-AB 0.0 6.26 0.01 0.0 0.00 0.00 2042 With Development Stream B-AC D3 0.0 7.64 0.03 D6 0.0 8.33 0.03 Stream C-AB 0.0 6.23 0.01 0.0 0.00 0.00 Values shown are the highest values encountered over all time segments. Delay is the maximum value of average delay per arriving vehicle. File summary File Description Title R180/L71001 Junction Location Sra, Co. Monaghan Site number Date 01/05/2026 Version TTA Status Final Identifier Client Sragh Dismantlers Jobnumber T260107 Enumerator TTRSA Description Generated on 01/05/2026 07:48:37 using Junctions 9 (9.5.2.1013) 1RECEIVED: 26/06/2026 Units The junction diagram reflects the last run of Junctions. Analysis Options Demand Set Summary Analysis Set Details Distance units Speed units Traffic units input Traffic units results Flow units Average delay units Total delay units Rate of delay units m kph PCU PCU perHour s -Min perMin Vehicle length (m) Calculate Queue Percentiles Calculate detailed queueing delay Calculate residual capacity RFC Threshold Average Delay threshold (s) Queue threshold (PCU) 5.75 0.85 36.00 20.00 ID Scenario name Time Period name Traffic profile type Start time (HH:mm)Finish time (HH:mm)Time segment length (min)Run automatically D1 2027 With Development AM ONE HOUR 07:45 09:15 15 ü D2 2032 With Development AM ONE HOUR 07:45 09:15 15 ü D3 2042 With Development AM ONE HOUR 07:45 09:15 15 ü D4 2027 With Development PM ONE HOUR 16:45 18:15 15 ü D5 2032 With Development PM ONE HOUR 16:45 18:15 15 ü D6 2042 With Development PM ONE HOUR 16:45 18:15 15 ü ID Include in report Network flow scaling factor (%)Network capacity scaling factor (%) A1 ü 100.000 100.000 Generated on 01/05/2026 07:48:37 using Junctions 9 (9.5.2.1013) 2RECEIVED: 26/06/2026 Generated on 01/05/2026 07:48:37 using Junctions 9 (9.5.2.1013) 3RECEIVED: 26/06/2026 2027 With Development, AM Data Errors and Warnings No errors or warnings Junction Network Junctions Junction Network Options Arms Arms Major Arm Geometry Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D. Minor Arm Geometry Slope / Intercept / Capacity Priority Intersection Slopes and Intercepts The slopes and intercepts shown above do NOT include any corrections or adjustments. Streams may be combined, in which case capacity will be adjusted. Values are shown for the first time segment only; they may differ for subsequent time segments. Traffic Demand Demand Set Details Junction Name Junction type Major road direction Use circulating lanes Junction Delay (s)Junction LOS 1 R180/L71001 Junction T-Junction Two-way 0.50 A Driving side Lighting Left Normal/unknown Arm Name Description Arm type A R180 to/from East Major B L71001 to/from South-west Minor C R180 to/from West Major Arm Width of carriageway (m)Has kerbed central reserve Has right turn bay Visibility for right turn (m)Blocks?Blocking queue (PCU) C 6.20 0.0 ü 0.00 Arm Minor arm type Lane width (m)Visibility to left (m)Visibility to right (m) B One lane 2.50 23 58 Stream Intercept (PCU/hr) Slope for A-B Slope for A-C Slope for C-A Slope for C-B B-A 488 0.088 0.223 0.140 0.318 B-C 627 0.095 0.241 -- C -B 574 0.220 0.220 -- ID Scenario name Time Period name Traffic profile type Start time (HH:mm)Finish time (HH:mm)Time segment length (min)Run automatically D1 2027 With Development AM ONE HOUR 07:45 09:15 15 ü Generated on 01/05/2026 07:48:37 using Junctions 9 (9.5.2.1013) 4RECEIVED: 26/06/2026 Demand overview (Traffic) Origin-Destination Data Vehicle Mix Results Results Summary for whole modelled period Main Results for each time segment 07:45 - 08:00 Vehicle mix source PCU Factor for a HV (PCU) HV Percentages 2.30 Arm Linked arm Profile type Use O-D data Average Demand (PCU/hr)Scaling Factor (%) A ONE HOUR ü 83 100.000 B ONE HOUR ü 10 100.000 C ONE HOUR ü 101 100.000 Demand (PCU/hr) To From A B C A 0 3 80 B 5 0 5 C 98 3 0 Heavy Vehicle Percentages To From A B C A 5 5 5 B 5 5 5 C 5 5 5 Stream Max RFC Max Delay (s)Max Queue (PCU)Max LOS Average Demand (PCU/hr) Total Junction Arrivals (PCU) B -AC 0.02 7.53 0.0 A 9 14 C -AB 0.01 6.27 0.0 A 3 5 C -A 89 134 A-B 3 4 A-C 73 110 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 8 2 527 0.014 7 0.0 0.0 7.336 A C -AB 3 0.64 611 0.004 3 0.0 0.0 6.269 A C -A 73 18 73 A-B 2 0.56 2 A-C 60 15 60 Generated on 01/05/2026 07:48:37 using Junctions 9 (9.5.2.1013) 5RECEIVED: 26/06/2026 08:00 - 08:15 08:15 - 08:30 08:30 - 08:45 08:45 - 09:00 09:00 - 09:15 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 9 2 523 0.017 9 0.0 0.0 7.416 A C -AB 3 0.79 618 0.005 3 0.0 0.0 6.201 A C -A 88 22 88 A-B 3 0.67 3 A-C 72 18 72 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 11 3 518 0.021 11 0.0 0.0 7.531 A C -AB 4 1.00 629 0.006 4 0.0 0.0 6.108 A C -A 107 27 107 A-B 3 0.83 3 A-C 88 22 88 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 11 3 518 0.021 11 0.0 0.0 7.531 A C -AB 4 1.00 629 0.006 4 0.0 0.0 6.110 A C -A 107 27 107 A-B 3 0.83 3 A-C 88 22 88 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 9 2 523 0.017 9 0.0 0.0 7.417 A C -AB 3 0.79 618 0.005 3 0.0 0.0 6.203 A C -A 88 22 88 A-B 3 0.67 3 A-C 72 18 72 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 8 2 527 0.014 8 0.0 0.0 7.336 A C -AB 3 0.64 611 0.004 3 0.0 0.0 6.272 A C -A 73 18 73 A-B 2 0.56 2 A-C 60 15 60 Generated on 01/05/2026 07:48:37 using Junctions 9 (9.5.2.1013) 6RECEIVED: 26/06/2026 2032 With Development, AM Data Errors and Warnings No errors or warnings Junction Network Junctions Junction Network Options Traffic Demand Demand Set Details Demand overview (Traffic) Origin-Destination Data Vehicle Mix Junction Name Junction type Major road direction Use circulating lanes Junction Delay (s)Junction LOS 1 R180/L71001 Junction T-Junction Two-way 0.53 A Driving side Lighting Left Normal/unknown ID Scenario name Time Period name Traffic profile type Start time (HH:mm)Finish time (HH:mm)Time segment length (min)Run automatically D2 2032 With Development AM ONE HOUR 07:45 09:15 15 ü Vehicle mix source PCU Factor for a HV (PCU) HV Percentages 2.30 Arm Linked arm Profile type Use O-D data Average Demand (PCU/hr)Scaling Factor (%) A ONE HOUR ü 87 100.000 B ONE HOUR ü 11 100.000 C ONE HOUR ü 105 100.000 Demand (PCU/hr) To From A B C A 0 3 84 B 6 0 5 C 102 3 0 Heavy Vehicle Percentages To From A B C A 5 5 5 B 5 5 5 C 5 5 5 Generated on 01/05/2026 07:48:37 using Junctions 9 (9.5.2.1013) 7RECEIVED: 26/06/2026 Results Results Summary for whole modelled period Main Results for each time segment 07:45 - 08:00 08:00 - 08:15 08:15 - 08:30 08:30 - 08:45 Stream Max RFC Max Delay (s)Max Queue (PCU)Max LOS Average Demand (PCU/hr) Total Junction Arrivals (PCU) B -AC 0.02 7.67 0.0 A 10 15 C -AB 0.01 6.26 0.0 A 3 5 C -A 93 140 A-B 3 4 A-C 77 116 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 8 2 520 0.016 8 0.0 0.0 7.455 A C -AB 3 0.65 612 0.004 3 0.0 0.0 6.255 A C -A 76 19 76 A-B 2 0.56 2 A-C 63 16 63 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 10 2 515 0.019 10 0.0 0.0 7.545 A C -AB 3 0.79 620 0.005 3 0.0 0.0 6.183 A C -A 91 23 91 A-B 3 0.67 3 A-C 76 19 76 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 12 3 509 0.024 12 0.0 0.0 7.672 A C -AB 4 1 631 0.006 4 0.0 0.0 6.087 A C -A 112 28 112 A-B 3 0.83 3 A-C 92 23 92 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 12 3 509 0.024 12 0.0 0.0 7.672 A C -AB 4 1 631 0.006 4 0.0 0.0 6.087 A C -A 112 28 112 A-B 3 0.83 3 A-C 92 23 92 Generated on 01/05/2026 07:48:37 using Junctions 9 (9.5.2.1013) 8RECEIVED: 26/06/2026 08:45 - 09:00 09:00 - 09:15 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 10 2 515 0.019 10 0.0 0.0 7.548 A C -AB 3 0.79 620 0.005 3 0.0 0.0 6.184 A C -A 91 23 91 A-B 3 0.67 3 A-C 76 19 76 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 8 2 520 0.016 8 0.0 0.0 7.459 A C -AB 3 0.65 612 0.004 3 0.0 0.0 6.257 A C -A 76 19 76 A-B 2 0.56 2 A-C 63 16 63 Generated on 01/05/2026 07:48:37 using Junctions 9 (9.5.2.1013) 9RECEIVED: 26/06/2026 2042 With Development, AM Data Errors and Warnings No errors or warnings Junction Network Junctions Junction Network Options Traffic Demand Demand Set Details Demand overview (Traffic) Origin-Destination Data Vehicle Mix Junction Name Junction type Major road direction Use circulating lanes Junction Delay (s)Junction LOS 1 R180/L71001 Junction T-Junction Two-way 0.54 A Driving side Lighting Left Normal/unknown ID Scenario name Time Period name Traffic profile type Start time (HH:mm)Finish time (HH:mm)Time segment length (min)Run automatically D3 2042 With Development AM ONE HOUR 07:45 09:15 15 ü Vehicle mix source PCU Factor for a HV (PCU) HV Percentages 2.30 Arm Linked arm Profile type Use O-D data Average Demand (PCU/hr)Scaling Factor (%) A ONE HOUR ü 97 100.000 B ONE HOUR ü 12 100.000 C ONE HOUR ü 116 100.000 Demand (PCU/hr) To From A B C A 0 4 93 B 6 0 6 C 112 4 0 Heavy Vehicle Percentages To From A B C A 5 5 5 B 5 5 5 C 5 5 5 Generated on 01/05/2026 07:48:37 using Junctions 9 (9.5.2.1013) 10RECEIVED: 26/06/2026 Results Results Summary for whole modelled period Main Results for each time segment 07:45 - 08:00 08:00 - 08:15 08:15 - 08:30 08:30 - 08:45 Stream Max RFC Max Delay (s)Max Queue (PCU)Max LOS Average Demand (PCU/hr) Total Junction Arrivals (PCU) B -AC 0.03 7.64 0.0 A 11 17 C -AB 0.01 6.23 0.0 A 4 7 C -A 102 153 A-B 4 6 A-C 85 128 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 9 2 524 0.017 9 0.0 0.0 7.407 A C -AB 3 0.87 616 0.006 3 0.0 0.0 6.227 A C -A 84 21 84 A-B 3 0.75 3 A-C 70 18 70 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 11 3 519 0.021 11 0.0 0.0 7.503 A C -AB 4 1 624 0.007 4 0.0 0.0 6.151 A C -A 100 25 100 A-B 4 0.90 4 A-C 84 21 84 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 13 3 512 0.026 13 0.0 0.0 7.641 A C -AB 5 1 636 0.009 5 0.0 0.0 6.049 A C -A 122 31 122 A-B 4 1 4 A-C 102 26 102 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 13 3 512 0.026 13 0.0 0.0 7.641 A C -AB 5 1 636 0.009 5 0.0 0.0 6.052 A C -A 122 31 122 A-B 4 1 4 A-C 102 26 102 Generated on 01/05/2026 07:48:37 using Junctions 9 (9.5.2.1013) 11RECEIVED: 26/06/2026 08:45 - 09:00 09:00 - 09:15 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 11 3 519 0.021 11 0.0 0.0 7.504 A C -AB 4 1 624 0.007 4 0.0 0.0 6.152 A C -A 100 25 100 A-B 4 0.90 4 A-C 84 21 84 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 9 2 524 0.017 9 0.0 0.0 7.410 A C -AB 3 0.87 616 0.006 3 0.0 0.0 6.227 A C -A 84 21 84 A-B 3 0.75 3 A-C 70 18 70 Generated on 01/05/2026 07:48:37 using Junctions 9 (9.5.2.1013) 12RECEIVED: 26/06/2026 2027 With Development, PM Data Errors and Warnings No errors or warnings Junction Network Junctions Junction Network Options Traffic Demand Demand Set Details Demand overview (Traffic) Origin-Destination Data Vehicle Mix Junction Name Junction type Major road direction Use circulating lanes Junction Delay (s)Junction LOS 1 R180/L71001 Junction T-Junction Two-way 0.36 A Driving side Lighting Left Normal/unknown ID Scenario name Time Period name Traffic profile type Start time (HH:mm)Finish time (HH:mm)Time segment length (min)Run automatically D4 2027 With Development PM ONE HOUR 16:45 18:15 15 ü Vehicle mix source PCU Factor for a HV (PCU) HV Percentages 2.30 Arm Linked arm Profile type Use O-D data Average Demand (PCU/hr)Scaling Factor (%) A ONE HOUR ü 130 100.000 B ONE HOUR ü 10 100.000 C ONE HOUR ü 88 100.000 Demand (PCU/hr) To From A B C A 0 9 121 B 7 0 3 C 88 0 0 Heavy Vehicle Percentages To From A B C A 5 5 5 B 5 5 5 C 5 5 5 Generated on 01/05/2026 07:48:37 using Junctions 9 (9.5.2.1013) 13RECEIVED: 26/06/2026 Results Results Summary for whole modelled period Main Results for each time segment 16:45 - 17:00 17:00 - 17:15 17:15 - 17:30 17:30 - 17:45 Stream Max RFC Max Delay (s)Max Queue (PCU)Max LOS Average Demand (PCU/hr) Total Junction Arrivals (PCU) B -AC 0.02 8.13 0.0 A 9 14 C -AB 0.00 0.00 0.0 A 0 0 C -A 81 121 A-B 8 12 A-C 111 167 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 8 2 494 0.015 7 0.0 0.0 7.846 A C -AB 0 0 552 0.000 0 0.0 0.0 0.000 A C -A 66 17 66 A-B 7 2 7 A-C 91 23 91 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 9 2 488 0.018 9 0.0 0.0 7.964 A C -AB 0 0 548 0.000 0 0.0 0.0 0.000 A C -A 79 20 79 A-B 8 2 8 A-C 109 27 109 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 11 3 480 0.023 11 0.0 0.0 8.131 A C -AB 0 0 542 0.000 0 0.0 0.0 0.000 A C -A 97 24 97 A-B 10 2 10 A-C 133 33 133 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 11 3 480 0.023 11 0.0 0.0 8.131 A C -AB 0 0 542 0.000 0 0.0 0.0 0.000 A C -A 97 24 97 A-B 10 2 10 A-C 133 33 133 Generated on 01/05/2026 07:48:37 using Junctions 9 (9.5.2.1013) 14RECEIVED: 26/06/2026 17:45 - 18:00 18:00 - 18:15 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 9 2 488 0.018 9 0.0 0.0 7.966 A C -AB 0 0 548 0.000 0 0.0 0.0 0.000 A C -A 79 20 79 A-B 8 2 8 A-C 109 27 109 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 8 2 494 0.015 8 0.0 0.0 7.849 A C -AB 0 0 552 0.000 0 0.0 0.0 0.000 A C -A 66 17 66 A-B 7 2 7 A-C 91 23 91 Generated on 01/05/2026 07:48:37 using Junctions 9 (9.5.2.1013) 15RECEIVED: 26/06/2026 2032 With Development, PM Data Errors and Warnings No errors or warnings Junction Network Junctions Junction Network Options Traffic Demand Demand Set Details Demand overview (Traffic) Origin-Destination Data Vehicle Mix Junction Name Junction type Major road direction Use circulating lanes Junction Delay (s)Junction LOS 1 R180/L71001 Junction T-Junction Two-way 0.35 A Driving side Lighting Left Normal/unknown ID Scenario name Time Period name Traffic profile type Start time (HH:mm)Finish time (HH:mm)Time segment length (min)Run automatically D5 2032 With Development PM ONE HOUR 16:45 18:15 15 ü Vehicle mix source PCU Factor for a HV (PCU) HV Percentages 2.30 Arm Linked arm Profile type Use O-D data Average Demand (PCU/hr)Scaling Factor (%) A ONE HOUR ü 135 100.000 B ONE HOUR ü 10 100.000 C ONE HOUR ü 91 100.000 Demand (PCU/hr) To From A B C A 0 9 126 B 7 0 3 C 91 0 0 Heavy Vehicle Percentages To From A B C A 5 5 5 B 5 5 5 C 5 5 5 Generated on 01/05/2026 07:48:37 using Junctions 9 (9.5.2.1013) 16RECEIVED: 26/06/2026 Results Results Summary for whole modelled period Main Results for each time segment 16:45 - 17:00 17:00 - 17:15 17:15 - 17:30 17:30 - 17:45 Stream Max RFC Max Delay (s)Max Queue (PCU)Max LOS Average Demand (PCU/hr) Total Junction Arrivals (PCU) B -AC 0.02 8.16 0.0 A 9 14 C -AB 0.00 0.00 0.0 A 0 0 C -A 84 125 A-B 8 12 A-C 116 173 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 8 2 493 0.015 7 0.0 0.0 7.864 A C -AB 0 0 552 0.000 0 0.0 0.0 0.000 A C -A 69 17 69 A-B 7 2 7 A-C 95 24 95 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 9 2 487 0.018 9 0.0 0.0 7.986 A C -AB 0 0 547 0.000 0 0.0 0.0 0.000 A C -A 82 20 82 A-B 8 2 8 A-C 113 28 113 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 11 3 479 0.023 11 0.0 0.0 8.159 A C -AB 0 0 541 0.000 0 0.0 0.0 0.000 A C -A 100 25 100 A-B 10 2 10 A-C 139 35 139 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 11 3 479 0.023 11 0.0 0.0 8.159 A C -AB 0 0 541 0.000 0 0.0 0.0 0.000 A C -A 100 25 100 A-B 10 2 10 A-C 139 35 139 Generated on 01/05/2026 07:48:37 using Junctions 9 (9.5.2.1013) 17RECEIVED: 26/06/2026 17:45 - 18:00 18:00 - 18:15 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 9 2 487 0.018 9 0.0 0.0 7.987 A C -AB 0 0 547 0.000 0 0.0 0.0 0.000 A C -A 82 20 82 A-B 8 2 8 A-C 113 28 113 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 8 2 493 0.015 8 0.0 0.0 7.868 A C -AB 0 0 552 0.000 0 0.0 0.0 0.000 A C -A 69 17 69 A-B 7 2 7 A-C 95 24 95 Generated on 01/05/2026 07:48:37 using Junctions 9 (9.5.2.1013) 18RECEIVED: 26/06/2026 2042 With Development, PM Data Errors and Warnings No errors or warnings Junction Network Junctions Junction Network Options Traffic Demand Demand Set Details Demand overview (Traffic) Origin-Destination Data Vehicle Mix Junction Name Junction type Major road direction Use circulating lanes Junction Delay (s)Junction LOS 1 R180/L71001 Junction T-Junction Two-way 0.35 A Driving side Lighting Left Normal/unknown ID Scenario name Time Period name Traffic profile type Start time (HH:mm)Finish time (HH:mm)Time segment length (min)Run automatically D6 2042 With Development PM ONE HOUR 16:45 18:15 15 ü Vehicle mix source PCU Factor for a HV (PCU) HV Percentages 2.30 Arm Linked arm Profile type Use O-D data Average Demand (PCU/hr)Scaling Factor (%) A ONE HOUR ü 150 100.000 B ONE HOUR ü 11 100.000 C ONE HOUR ü 101 100.000 Demand (PCU/hr) To From A B C A 0 10 140 B 8 0 3 C 101 0 0 Heavy Vehicle Percentages To From A B C A 5 5 5 B 5 5 5 C 5 5 5 Generated on 01/05/2026 07:48:37 using Junctions 9 (9.5.2.1013) 19RECEIVED: 26/06/2026 Results Results Summary for whole modelled period Main Results for each time segment 16:45 - 17:00 17:00 - 17:15 17:15 - 17:30 17:30 - 17:45 Stream Max RFC Max Delay (s)Max Queue (PCU)Max LOS Average Demand (PCU/hr) Total Junction Arrivals (PCU) B -AC 0.03 8.33 0.0 A 10 15 C -AB 0.00 0.00 0.0 A 0 0 C -A 93 139 A-B 9 14 A-C 128 193 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 8 2 486 0.017 8 0.0 0.0 7.990 A C -AB 0 0 549 0.000 0 0.0 0.0 0.000 A C -A 76 19 76 A-B 8 2 8 A-C 105 26 105 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 10 2 479 0.021 10 0.0 0.0 8.130 A C -AB 0 0 544 0.000 0 0.0 0.0 0.000 A C -A 91 23 91 A-B 9 2 9 A-C 126 31 126 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 12 3 470 0.026 12 0.0 0.0 8.330 A C -AB 0 0 538 0.000 0 0.0 0.0 0.000 A C -A 111 28 111 A-B 11 3 11 A-C 154 39 154 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 12 3 470 0.026 12 0.0 0.0 8.330 A C -AB 0 0 538 0.000 0 0.0 0.0 0.000 A C -A 111 28 111 A-B 11 3 11 A-C 154 39 154 Generated on 01/05/2026 07:48:37 using Junctions 9 (9.5.2.1013) 20RECEIVED: 26/06/2026 17:45 - 18:00 18:00 - 18:15 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 10 2 479 0.021 10 0.0 0.0 8.132 A C -AB 0 0 544 0.000 0 0.0 0.0 0.000 A C -A 91 23 91 A-B 9 2 9 A-C 126 31 126 Stream Total Demand (PCU/hr) Junction Arrivals (PCU) Capacity (PCU/hr)RFC Throughput (PCU/hr) Start queue (PCU) End queue (PCU)Delay (s)Unsignalised level of service B -AC 8 2 486 0.017 8 0.0 0.0 7.993 A C -AB 0 0 549 0.000 0 0.0 0.0 0.000 A C -A 76 19 76 A-B 8 2 8 A-C 105 26 105 Generated on 01/05/2026 07:48:37 using Junctions 9 (9.5.2.1013) 21RECEIVED: 26/06/2026