YELAHANKA TRAFFIC AND TRANSITurbantransport.kar.gov.in/Traffic Impact Study - TTMC...BMTC has...

YELAHANKA TRAFFIC AND TRANSIT

MANAGEMENT CENTER

TRAFFIC IMPACT STUDY

FINAL REPORT

Prepared by

Directorate of Urban Land Transport

Urban Development Department

BMTC, TTMC "B" Block (above bus stand)

4th Floor, K.H. Road, Shantinagar

Bangalore - 560027

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PREFACE

This report on Traffic Impact study on Yelahanka TTMC has been prepared by Directorate of

Urban Land Transport (DULT) on the request of Bangalore Metropolitan Transport

Corporation (BMTC).

TABLE OF CONTENTS

CHAPTER 1- INTRODUCTION 1

BACKGROUND 1

OBJECTIVE 2

PROJECT SCOPE 2

ORGANIZATION OF THE REPORT 2

CHAPTER 2- EXISTING CONDITIONS 4

PROJECT SITE LOCATION 4

EXISTING LAND USE 5

LAND USE – AREA SURROUNDING THE PROJECT SITE 7

EXISTING DEPOT SERVICES 8

EXISTING STUDY ROADWAY NETWORK AND INTERSECTIONS 8

ROADWAY NETWORK 9

STUDY INTERSECTIONS 9

EXISTING SITE ACCESS AND CIRCULATION PATTERN 10

SIGNIFICANCE CRITERIA 11

ROADWAY SEGMENTS 11

INTERSECTIONS 12

EXISTING OPERATION CONDITIONS 12

ROADWAY SEGMENTS 12

INTERSECTIONS 16

EXISTING PEDESTRIAN FACILITY 17

FOOTPATH CONNECTIVITY 17

PEDESTRIAN CROSSINGS 17

CHAPTER 3- PROPOSED PROJECT 18

PROPOSED LAND USE 18

TRIP GENERATION 19

TRIP DISTRIBUTION 21

SITE ACCESS AND CIRCULATION PATTERN 22

EXISTING PLUS PROPOSED PROJECT CONDITIONS 23

ROADWAY SEGMENTS 23

INTERSECTIONS 27

CHAPTER 4- FUTURE OPERATING CONDITION 28

FUTURE VOLUME DEVELOPMENT 28

NEAR TERM 2016 - LOS ANLAYSIS 28

ROADWAY SEGMENTS 28

INTERSECTIONS 32

CUMULATIVE YEAR 2026- LEVEL OF SERVICE 34

ROADWAY SEGMENTS 34

INTERSECTIONS 38

PEDESTRIAN FACILITIES 41

INTERMEDIATE PUBLIC TRANSPORT 41

CHAPTER 5- MITIGATION MEASURES 42

MITIGATION MEASURE 1 42




CHAPTER 6- RECOMMENDATIONS 49

PROPOSED PROJECT 49

ROADWAY NETWORK 49

PEDESTRIAN FACILITY 49

TRAFFIC CIRCULATION 50

LIST OF FIGURES

FIGURE 1: LOCATION OF THE PROJECT SITE IN BANGALORE ................................................................ 1

FIGURE 2: LOCATION OF THE PROJECT SITE ............................................................................................. 4

FIGURE 3: YELAHANKA STUDY AREA .......................................................................................................... 5

FIGURE 4: PROJECT SITE DETAIL ................................................................................................................... 6

FIGURE 5: LAND USE AREA SURROUNDING THE PROJECT SITE............................................................ 7

FIGURE 6: EXISTING STUDY ROADWAY NETWORK AND INTERSECTIONS ........................................ 8

FIGURE 7: STUDY ROADWAY NETWORK AND INTERSECTIONS.......................................................... 10

FIGURE 8: CIRCULATION PATTERN OF THE BUSES AT THE ENTRY/EXIT OF THE DEPOT ............. 11

FIGURE 9: EXISTING OPERATING LOS CONDITIONS ............................................................................... 13

FIGURE 10: EXISTING FOOTPATH NETWORK ............................................................................................ 17

FIGURE 11: TRIP DISTRIBUTION ................................................................................................................... 22

FIGURE 12: SITE ACCESS AND CIRCULATION PATTERN AT THE PROPOSED TTMC ........................ 23

FIGURE 13: EXISTING PLUS PROJECT OPERATING CONDITION ........................................................... 24

FIGURE 14: OPERATING CONDITION WITHOUT PROJECT-2016............................................................. 31

FIGURE 15: OPERATING CONDITION WITH PROJECT-2016 ..................................................................... 31

FIGURE 16: OPERATING CONDITION WITHOUT PROJECT-2016............................................................. 33


FIGURE 18: LEVEL OF SERVICE WITHOUT PROJECT-2026 ...................................................................... 35

FIGURE 19: LEVEL OF SERVICE WITH PROJECT-2026 .............................................................................. 35

FIGURE 20: OPERATING CONDITIONS WITHOUT PROJECT-2026 .......................................................... 40


FIGURE 22: DETAILS OF MITIGATION MEASURE 1 .................................................................................. 44

FIGURE 23: FACILITATION OF CIRCULATION AT PROJECT SITE .......................................................... 45

FIGURE 24: MITIGATION MEASURE 2 .......................................................................................................... 47

LIST OF TABLES

TABLE 1: EXISTING BMTC BUS SERVICES ................................................................................................... 8

TABLE 2: V/C AND LEVEL OF SERVICE CHART ........................................................................................ 12

TABLE 3: EXISTING CAPACITY OF THE INTERSECTION ALONG PROJECT CORRIDOR ................... 14

TABLE 4: EXISTING OPERATION CONDITION AT THE STUDY INTERSECTIONS .............................. 16

TABLE 5: PROPOSED LAND USE FOR PROJECT SITE ............................................................................... 18

TABLE 6: TOTAL PERSON TRIPS ................................................................................................................... 19

TABLE 7: PRIVATE AND IPT VEHICLES TRIPS GENERATED/DAY ........................................................ 20

TABLE 8: TRAFFIC GENERATED FROM TTMC DURING PEAK HOUR ................................................... 21

TABLE 9: OPERATING CONDITION-EXISTING PLUS PROJECT SCENARIO .......................................... 25

TABLE 10: OPERATING CONDITION-EXISTING PLUS PROJECT SCENARIO ........................................ 27

TABLE 11: LEVEL OF SERVICE-2016 ............................................................................................................. 29

TABLE 12: INTERSECTIONS OPERATING CONDITION - 2016 .................................................................. 32

TABLE 13: LEVEL OF SERVICE-2026 ............................................................................................................. 36

TABLE 14: INTERSECTIONS OPERATING CONDITION-2026 .................................................................... 39

TABLE 15: OPERATION CONDITIONS-MITIGATION MEASURE 1 .......................................................... 46

TABLE 16: OPERATION CONDITION-MITIGATION MEASURE 1 AND 2 ................................................ 48

TABLE 17: PROPOSED IMPROVEMENTS WITH THE IMPLEMENTING AGENCIES .............................. 51

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1 DIRECTORATE OF URBAN LAND TRANSPORT

CHAPTER 1- INTRODUCTION

BACKGROUND

Traffic and Transit Management Centers (TTMCs) are constructed or proposed by BMTC

(Bangalore Metropolitan Transport Corporation) in different locations to enhance the reach

and accessibility of Public transport to provide seamless transfers between services operating

within the city and long distance bus services. About 45 such centers have been planned by

BMTC, out of which some have already been constructed.

BMTC has proposed a project for developing TTMC at the existing Yelahanka bus depot in

Bangalore. The proposed TTMC project site is spread over an area of 15 acres. The project

site is situated on Doddaballapur Road (SH-9). The figure 1 depicts the location of the Project

Site with respect to the city.

Figure 1: Location of the Project Site in Bangalore

TTMCs include new Bus terminal, commercial space and the generated vehicular and

pedestrian traffic, which would have an impact on the traffic conditions of the surrounding

roadway network and at access points to the facility. The proposed TTMC will also have an

Map not to scale

TRAFFIC IMPACT STUDY INTRODUCTION


impact on the existing traffic circulation patterns and at intersections surrounding the project

site. Hence there is a need to conduct a Traffic Impact study on the roadway segments and

intersections near the proposed TTMC at Yelahanka. In addition, the pedestrian and vehicle

entry/exit should also be evaluated in order to reduce the vehicles and pedestrian conflicts

near the project site.

OBJECTIVE

The objective of this study is to assess the potential impact of traffic generated by the

proposed TTMC on the roadway segments, intersections and at access points of the TTMC

and to recommend various roadway improvements and mitigation measures required ensuring

safe and efficient vehicular and pedestrian circulation in the study area upon the completion

of project.

PROJECT SCOPE

1. To analyze the existing and future year operation conditions of the roadway segments

and intersections surrounding the project site.

2. Identify Traffic Impacts from the proposed TTMC on the roadway segments and

intersections in the study area.

3. Propose mitigation measures i.e. roadway improvements required to achieve

acceptable operating conditions of the roadway segments and junctions, and efficient

circulation patterns in the study area.

4. Suggest vehicles and pedestrian entry and exit to the TTMC to reduce vehicular and

pedestrian conflicts.

ORGANIZATION OF THE REPORT

The report is organized into five chapters, providing an insight about the project location,

need for the study, existing traffic operation conditions, future traffic operation conditions,

and identified mitigation measures and recommendations for study area.

Chapter 1 provides introduction about the project and need for the study. It also

identifies the objective and scope of the study, and location of the project site.

Chapter 2 provides an overview of the Project site, its land use pattern & the major

landmarks near the project site. This chapter briefs the salient features of the

Yelahanka Depot including the existing circulation pattern near the project site. It

identifies study roadway segments, intersections and its configuration and peak our

TRAFFIC IMPACT STUDY INTRODUCTION


turning movement volumes at the intersections. The Existing operating conditions of

the study roadway segments and intersections are also discussed in this chapter.

Chapter 3 gives an insight into the proposed land use and potential trip generation

& distribution due to the proposed project. It also illustrates about the TTMC site

access and the circulation pattern. The operating conditions for the Existing plus

project scenario for the study roadway segments and intersections are also discussed

in this chapter.

Chapter 4 provides an insight into the future operating conditions for Year 2016 and

2026 with and without the project and as well as the analysis of the impact of the

proposed project on the study roadway network and intersections.

Chapter 5 identifies the mitigation measures required to negate the impacts at the

study roadway network and intersections for the future year conditions.

Chapter 6 highlights the recommendations required for the effective operation of

study intersections, access points of the TTMC and to improve pedestrian circulation

pattern.


CHAPTER 2- EXISTING CONDITIONS

PROJECT SITE LOCATION

The proposed project site is situated on Doddaballapur Road (SH-9) and it is located at a

distance of around 16 kms from the Bangalore City Railway Station. Figure 2 shows the

location of the project site with respect to the major roadway network of Bangalore City.

Figure 2: Location of the Project Site

TRAFFIC IMPACT STUDY EXISTING CONDITION


Figure 3 shows the study area considered for the project and project site location with respect

to various landmarks near the study area.

Figure 3: Yelahanka Study Area

EXISTING LAND USE

The proposed project site is spread over a total area of 15 acres. The existing land use

includes two BMTC Bus Depots (Depot 11 and Depot 30) in an area of 13.5 acres and a

vacant land of area 1.5 acres opposite to the existing depot. Figure 4 shows the existing

project site details and its location with respect to the Doddaballapur Road.

The project site is surrounded by Puttanahalli Lake to the North, Doddaballapur Road to the

East, First Main Raod Main Road to the South and Vacant Land to the West.



Figure 4: Project Site Detail



LAND USE – AREA SURROUNDING THE PROJECT SITE

Figure 5 shows the existing land use type surrounding the project site within 0.5 Km and 1.0

Km radius of the Project site.

Figure 5: Land use Area Surrounding the Project Site

The land use within 1.0 km radius catchment area of the project site includes industrial to the

east of the Dodaballapur Road and a mix of industrial, public/semi-public and residential to

the west of the Dodaballapur Road. However, the land use to the west of the Dodaballapur

Road is predominantly residential.



EXISTING DEPOT SERVICES

Existing bus Depots 11 & 30 have 611 total passing trips among which 350 are going towards

Yelahanka and 261 are towards Doddaballapur. Services from Depot 11 have 227 trips

towards Yelahanka and 8 towards Doddaballapur. Similarly 182 trips from Depot 30 are

directed towards Yelahanka and none towards Doddaballapur. Table 1 shows the existing

passing trips and Depot services:

Table 1: Existing BMTC Bus Services

EXISTING STUDY ROADWAY NETWORK AND INTERSECTIONS

Figure 6 shows the project site location and the identified study roadway network and

intersections.

Figure 6: Existing Study Roadway Network and Intersections

Bus services at Puttanahalli Depot

Towards Yelahanka Towards Doddaballapur Total

Passing Trips 350 261 611

Depot-11 Trips 227 8 235

Depot-30 Trips 182 0 182

TOTAL 759 269 1028



Roadway Network

All the roadway segments identified for the study along the Doddaballapur road are six lane

divided roadway except the Yelahanka New Town Main Road which is a four lane divided

roadway. The following are the roadway segments considered for the study:

1. Doddaballapur Road – between Kenchanahalli-Anantapura

2. Doddaballapur Road – between Anantapura-Bus Depot

3. Doddaballapur Road – between Bus Depot-1st Main

4. Doddaballapur Road – between 1st Main-Yelahanka New Town Road

5. Doddaballapur Road – between Yelahanka New Town Road-3rd

A Cross

6. Doddaballapur Road – between 3rd

A Cross-NES Circle

7. Doddaballapur Road – between NES Circle-Bellary Road

8. Bellary Road – between Doddaballapur Road-Hebbal Road

9. Bellary Road – between Doddaballapur Road -Kogilu Cross

10. Yelahanka New Town Road– between Doddaballapur Road -1st Main

11. Yelahanka New Town Road– 1st Main-Al Sandra

Study Intersections

The critical Intersections were identified around the proposed project site which would

affect the traffic circulation pattern of the area. The three intersections of the nine

identified study intersections are signalized intersections where as the remaining six

intersections are uncontrolled (unsignalized) intersections. Figure 7 shows the study

intersections and its configuration. The following are the study intersections identified for

the project:

1. Doddaballapur/Kenchanahalli

2. Doddaballapur/Anantapura

3. Doddaballapur/Puttanahalli Bus Depot

4. Doddaballapur/1st Main

5. Yelahanka New Town Main Road/1st Main Road (Signalized)

6. Doddaballapur/YelahankaNew Town Main Road (Signalized)

7. Doddaballapur/3rd

A Cross Road

8. 1st Main/NES Road

9. Doddaballapur/Bellary Road (Signalized)



Figure 7: Study Roadway Network and Intersections

EXISTING SITE ACCESS AND CIRCULATION PATTERN

The BMTC buses access the Depot through Doddaballapur Road. The passing by bus

services use Doddaballapur Road to reach Kenchanhalli and use Yelahanka New Town Main

Road to reach Satellite Township. The peak hour bus movement in and out of the depot is

during the night and early in the morning, so there is minimum conflict between the buses

and other vehicles at the access point on Doddaballapur Road. Figure 8 depicts the existing

circulation pattern at the project site.



Figure 8: Circulation Pattern of the Buses at the Entry/Exit of the Depot

SIGNIFICANCE CRITERIA

The following are the significance criteria adopted for the study at the roadway segments and

intersections

Roadway Segments

If the roadway segment is operating at an acceptable Level of Service (LOS) D or

better, then if addition of project volume reduces the roadway segment LOS to E or F

then it’s considered to be significant impact.

If the roadway segment is operating at LOS E or F, then if addition of project volume

increases the volume to capacity ratio (v/c) of the roadway segment by 0.01 then it’s

considered to be significant impact.



Intersections

If the maximum queue lengths at the intersections exceed the available storage lengths

blocking the adjacent major intersection, then it is considered to be significant impact.

EXISTING OPERATION CONDITIONS

The existing operation conditions of the study roadway networks and intersections near the

proposed project site were evaluated with respect to the following to identify the deficiencies

with respect to vehicle and pedestrian traffic

1. Roadway Segments

Volume to Capacity Ratio and LOS

2. Intersections

Delay and Queue Length

3. Existing Pedestrian facilities

Footpath Connectivity and Pedestrian Crossings

ROADWAY SEGMENTS

The Level of Service (LOS) and the capacity of the Roadway segments computed is based on

the Indian Roads Congress (IRC) standards sourced from Guidelines for Capacity of Urban

Roads in Plain Areas IRC 106- 1990. Table 2 provides the LOS standards adopted based on

the volume to capacity (V/C) ratios at the intersections.

Table 2: V/C and Level of Service Chart

V/C LOS Performance

0.0 - 0.2 A Excellent

0.2 - 0.4 B Above Average

0.4 - 0.6 C Average

0.6 - 0.8 D Below Average

0.8 - 1.0 E Poor

1.0 - 1.2 F Very Poor



All the study roadway segments were operating at an acceptable LOS C or better during

existing peak hour conditions with v/c ratio ranging between 0.28-0.53, except the Bellary

Road segment between Doddaballapur Road and Kogilu Cross Road which was found to be

operated with LOS D conditions with a v/c (volume to capacity) ratio of 0.60 on eastbound

roadway segment and 0.77 on the westbound roadway segment. Figure 9 depicts the LOS

conditions of the study roadway segments.

Figure 9: Existing Operating LOS Conditions

Table 3 shows the Existing traffic operation conditions of the study roadway segments in the

study area.



Table 3: Existing Capacity of the Intersection along Project Corridor

Road Name Segment Direction of Traffic

Flow

Avg Width

of

Carriagew

ay (m)

No. of

Lanes

based on

width

Road

Hierarchy

Design

capacity

per lane

Capacity

PM Peak

Hour

Volume

(PCU/Hr)

V/C

(PM)

LOS

(PM)

Doddaballapur

Road

Kenchanahall-

Anantapura

North Bound (LCW) 10 2.9 Arterial(6L,D

,TW)

1300 3714 1051 0.28 B

South Bound

(RCW) 10 2.9 1300 3714 1364 0.37 B

Doddaballapur

Road

Anantapura-Bus

Depot


,TW)

1300 3714 1337 0.36 B

South Bound

(RCW) 10 2.9 1300 3714 1385 0.37 B

Doddaballapur

Road

Bus Depot-1st

Main


,TW)

1300 3714 1325 0.36 B

South Bound

(RCW) 10 2.9 1300 3714 1382 0.37 B

Doddaballapur

Road

1st Main-

Yelahanka New

Town Road


,TW)

1300 3714 1112 0.30 B

South Bound

(RCW) 10 2.9 1300 3714 1433 0.39 B

Doddaballapur

Road

Yelahanka New

Town Road-3rd

A Cross


,TW)

1300 3714 1358 0.37 B

South Bound

(RCW) 10 2.9 1300 3714 1420 0.38 B


15

DIRECTORATE OF URBAN LAND TRANSPORT

NOTE:

1. V= Volume in PCU’s/hr & C= Capacity in PCU’s/ hr. LCW-Left of Carriageway, RCW-Right of Carriageway, 4L-

Four Lane,6L-SIX LANE- D-Divided, UD- Undivided, 2W-Two-way

2. Capacity of the roadways was based on the IRC 106- 1990.

Doddaballapur

Road

3rd A Cross-

NES Circle

North Bound (LCW) 10 2.9

Arterial(6L,D,TW)

1300 3714 1342 0.36 B

South Bound (RCW) 10 2.9 1300 3714 1560 0.42 C

Doddaballapur

Road

NES Circle-

DB/Bellary

Road

North Bound (LCW) 10 2.9

Arterial(6L,D,TW)

1300 3714 1357 0.37 B

South Bound (RCW) 10 2.9 1300 3714 1757 0.47 C

Bellary Road

DB/Bellary

Road-Hebbal

Road

East Bound (LCW) 10.5 3.0

Arterial(6L,D,TW)

1300 3900 953 0.24 B

West Bound (RCW) 10.5 3.0 1300 3900 1882 0.48 C

Bellary Road

DB/Bellary

Road-Kogilu

Cross

East Bound (LCW) 7.0 2.0

Arterial(6L,D,TW)

1300 2600 1566 0.60 D

West Bound (RCW) 7.0 2.0 1300 2600 1999 0.77 D

Yelahanka New

Town Road

Yelahanka New

Town Road-1st

Main

East Bound (LCW) 6.5 1.9 Sub-

Arterial(4L,D,2W)

1050 1950 579 0.30 B

West Bound (RCW) 6.5 1.9 1050 1950 833 0.43 C

Yelahanka New

Town Road

1st Main-Al

Sandra

East Bound (LCW) 7.0 2.0 Sub-

Arterial(4L,D,2W)

1050 2100 1108 0.53 C

West Bound (RCW) 7.0 2.0 1050 2100 972 0.46 C


16


Intersections

To evaluate the existing operation conditions, the delay and queue lengths at the study

intersections were evaluated. Table 4 shows the existing operating condition at the study

intersections. All the study intersections had a delay less than 20 seconds per vehicle except

the Doddaballapur Road and Bellary Road intersection which had a delay of 47 seconds per

vehicle. The maximum queue length at the study intersections was found to be less than the

available storage capacity.

Table 4: Existing operation Condition at the Study Intersections

Sl. No. Intersection

Delay(Sec/

Veh)

Queue

Length(m)

Throughout(

Vehicles)

1 Doddaballapur/Kenchanahalli

2 0 2371

2 Doddaballapur/Anantapura

2 0 2434

3 Doddaballapur/Puttanahalli Bus Depot

1 0 2084

4 Doddaballapur/1st Main

1 0 2641

5 Yelahanka New Town Main Road/1st Main Road

10 49 3561

6 Doddaballapur/YelahankaNew Town Main Road

17 63 2283

7 Doddaballapur/3

rd A Cross Road

2 0 2418

8 Doddaballapur /NES Road

17 95 2647

9 Doddaballapur/Bellary Road

47 190 4013


17


EXISTING PEDESTRIAN FACILITY

Footpath Connectivity

The study area has a well-connected, continuous and well maintained footpath network for

the pedestrian movement except near the depot. The hindrances like broken footpaths and

construction materials lying on the walkways are blocking the free flow of pedestrians.

General width of the footpath is 3.5-4.0 m. Figure 10 shows the existing footpath network

and the missing links.

Pedestrian Crossings

Table top crossings were seen in the study area at six of the intersections, namely at

Doddaballapur and Kenchanahalli, Doddaballapur and Anantapura, Doddaballapur and 1st

Main, Doddaballapur and NES circle, Doddaballapur and Bellary Road and Yelahanka New

Town Road and 1st Main Road.

Figure 10: Existing Footpath Network

18


CHAPTER 3- PROPOSED PROJECT

PROPOSED LAND USE

The proposed land use will include a BMTC Bus Terminal, Bus Depot and commercial

development. The BMTC Bus Terminal will include Bus Platforms with 50 buses idle

parking slots and the Bus Depot will include 150 bus parking slots. The commercial

development is planned for an area of 9,55,957 sq.ft and will include hypermarket, multiplex,

retail, restaurants and food court. Table 5 shows the detailed proposed land use for the project

site.

Table 5: Proposed Land Use for Project Site

Sl.

No. Particulars Applicable DCR

1 Plot Area (acres) 15acres (13.5acres + 1.5 acres)

2 Permissible FAR 3.25

3 Permissible Maximum Built-Up Area (sq. ft) 21,23,550

4 Total Built-Up Area for ancillary use (sq. ft.) 9,55,597

BMTC BUS TERMINAL & DEPOT

Sl.

No. Particulars Minimum Nos./Area/Capacity

1 BMTC bus parking slots 150 nos.

2 BMTC Bus Idle Parking 50 nos.

3 Commercial facilities located in Bus Terminal As per BDA norms & notifications.

4

Multi Level Car Parking(MLCP)

Total Car Parking for commercial Area : As per BDA norms

Park & Ride Facility: Min.320 or 20% of total car parking requirement of Commercial

area

Community Hall Parking: As per BDA norms

TRAFFIC IMPACT STUDY PROPOSED PROJECT

19


TRIP GENERATION

Trip generation vehicle estimates for the proposed project are based on Trip generation rates

and trip percentages during peak period collected for the Mantri Mall, Bangalore. The

number of bus services to the proposed terminal and depot was based on the existing bus

services near the facility and existing bus depot arrival and departure schedule, respectively.

The estimation of trip generation for the proposed project included the following steps

1. Computation of person trips/sq.ft per day

2. Computation of mode split of the persons coming to the commercial facility

3. Computation of number of vehicles trips generated based on the occupancy of modes

4. Computation of vehicle trips generated during peak hour based on the percentage of

the trips making entry and exit from the facility.

5. Addition of existing passing bus services during the peak hour to obtain the final

vehicle trips accessing the facility.

Table 6 shows total number of person trips generated by the proposed project. The project

would generate 22,640 person trips per day with 2.36 person trips for every 100 sq.ft.

Table 6: Total Person Trips

Total person Trips

Total Person Trips/100 sq.ft. 2.36

Total Person Trips/9,55,597 sq.ft. 22,640

The persons accessing the facility through different modes was computed based on the mode

split and the number of private vehicle trips and intermediate public transport (IPT) trips

were computed based on the occupancy of the vehicles. Table 7 shows people accessing the

facility through various modes and the number of private vehicle trips and IPT trips generated

per day.


20


Table 7: Private and IPT Vehicles Trips Generated/Day

The peak hour private vehicle trips and IPT trips were computed based on the Mantri Mall

observed peak period (5:30 pm to 8:30 pm) trips at the facility which was found to be around

17 percent of the total day trips and the peak hour trips were computed to be half of the peak

period trips. The existing passing bus services near the proposed project were added to the

computed private vehicle trips and IPT trips to obtain the total vehicle trips generated by the

proposed development. TTMC facility during the peak hour condition would generate around

1100 passenger car units (PCU) with 544 and 556 PCUs entering and exiting the facility

respectively. Table 8 shows the estimated number of vehicle trips for the proposed project

site during peak hour conditions.

The proposed project would generate around 860 private vehicle trips and IPT trips, and

around 120 bus trips to the terminal.

Mode Percentage of

mode Person trips /day Occupancy

Vehicle

Trips/Day

Walk 0.04 902 - -

Car 0.3 6792 2.5 3396

Bike 0.34 7697 1.5 5132

Taxi 0.02

453

2 227

Auto 0.1 2264 2 1132

Bus 0.2 4528 - -


21


Table 8: Traffic generated from TTMC during Peak Hour

TRIP DISTRIBUTION

The project trip distribution is based on the existing travel pattern in the study area and also

the project site surrounding catchment area. It was estimated that around 20% of the trips

would be generated from north side of the Project site, around 24% from east side of the

project site and around 66 percent from west side of the project site. Figure 11 shows the

trip distribution pattern in the study area and the roadways used to access the project site.

SL.NO Vehicle Type In Out

1 Two Wheelers 112 128

2 Cars/ 4 Wheelers 240 241

3 Taxis 11 20

4 Autos 57 51

Total no. of Private Vehicles 420 440

5 Buses 60 60

Total Vehicles 480 500

Total PCUs 544 556


22


Figure 11: Trip distribution

SITE ACCESS AND CIRCULATION PATTERN

The proposed TTMC would have a segregated access for the buses entering the TTMC bus

terminal and depot, and for private vehicles entering the parking lot. The TTMC would

include three access points, access point 3 would be for the buses entering the bus terminal,

access point 2 would be for the private vehicles entering the parking lot and access point 1

would be entry point for the buses accessing the depot and exit point for the buses from the

depot, private vehicles from parking lot and buses from the bus terminal. Figure 12 depicts

the proposed access points and would be circulation in for the proposed project.


23


Figure 12: Site Access and circulation pattern at the Proposed TTMC

EXISTING PLUS PROPOSED PROJECT CONDITIONS

Roadway Segments

During the existing plus project conditions, all the study roadway segments were found to

operate at LOS D or better conditions except the Bellary Road segment between

Doddaballapur Road and Kogilu Cross which would operate at LOS E with a v/c ratio of 0.80

in the west bound direction.

Based on the significance criteria adopted for the study, the proposed project would have a

significant impact on the Bellary Road, since the LOS gets reduced at from existing LOS D

to E along Bellary Road segment between Doddaballapur Road and Kogilu Cross in the west

bound direction.

Figure 13 depicts the LOS conditions on the study roadway segments and Table 9 shows the

v/c ratios and LOS conditions at the study roadway segments.


24


Figure 13: Existing Plus Project Operating Condition


25


Table 9: Operating Condition-Existing Plus Project Scenario


Flow

Existing Existing Plus Project

Peak Hour (PM)

Volume

(PCU/Hr)

V/C

(PM)

LOS

(PM)

Peak Hour(PM)

Volume

(PCU/Hr)

V/C

(PM) LOS (PM)

Doddaballapur

Road

Kenchanahall-

Anantapura

North Bound (LCW) 1051 0.28 B 1134 0.31 B

South Bound (RCW) 1364 0.37 B 1448 0.39 B

Doddaballapur

Road Anantapura-Bus Depot


South Bound (RCW) 1385 0.37 B 1479 0.40 B

Doddaballapur

Road Bus Depot-1st Main

North Bound (LCW) 1325 0.36 B 1606 0.43 C

South Bound (RCW) 1382 0.37 B 1672 0.45 C

Doddaballapur

Road

1st Main-Yelahanka

New Town Road



Doddaballapur

Road

Yelahanka New Town

Road-3rd A Cross



Doddaballapur

Road

3rd A Cross-NES

Circle


South Bound (RCW) 1560 0.42 C 1703 0.46 C


26


Doddaballapur

Road

NES Circle-DB/Bellary

Road



Bellary Road DB/Bellary Road-

Hebbal Road

East Bound (LCW) 953 0.24 B 1009 0.26 B

West Bound (RCW) 1882 0.48 C 1940 0.50 C


Kogilu Cross

East Bound (LCW) 1566 0.60 D 1651 0.64 D

West Bound (RCW) 1999 0.77 D 2081 0.80 E

Yelahanka New

Town Road

Yelahanka New Town

Road-1st Main

East Bound (LCW) 579 0.30 B 684 0.35 B

West Bound (RCW) 833 0.43 C 942 0.48 C

Yelahanka New

Town Road 1st Main-Al Sandra

East Bound (LCW) 1108 0.53 C 1183 0.56 C

West Bound (RCW) 972 0.46 C 1049 0.50 C


27


Intersections

During the existing plus project conditions, all the study intersection would have delay less

than 20 seconds per vehicle except the Doddaballapur Road and Bellary Road intersection

which would have a delay of 70 seconds per vehicle. The project would increase the delay at

the Doddaballapur Road and Bellary Road intersection by 23 seconds per vehicle when

compared to the existing conditions. However, the maximum queue lengths at the

intersections were found to be less than the available storage length at the intersections.

Table 10 shows the delay, queue lengths and throughput at the intersections.

Table 10: Operating Condition-Existing plus Project Scenario

Intersections

Existing Existing +Proposed Project

Delay

(Sec/Veh)

Throughput

(Vehicles)

Max.

Queue

Length(m)

Delay

(Sec/Veh)

Throughput

(Vehicles)

Max.

Queue

Length(m)

Doddaballapur/Bellary Road 47 4013 190(SB) 70 4241 375(SB)

Doddaballapur /NES Road 17 2647 95(SB) 18 2904 86(SB)

Doddaballapur/3rd A Cross

Road 2 2418 0 2 2719 0

Doddaballapur/Yelahanka

New Town Main Road 17 2283 63(NB) 18 2797 63(SB)

Yelahanka New Town Main

Road/1st Main Road 10 3561 49(NB) 14 3751 82(NB)

Doddaballapur/1st Main 1 2641 0 2 3194 0

Doddaballapur/Puttanahalli

Bus Depot 1 2084 0 3 2869 0

Doddaballapur/Anantapura 2 2434 0 2 2620 0

Doddaballapur/Kenchanahalli 2 2371 0 3 2532 0

28


CHAPTER 4- FUTURE OPERATING CONDITION

FUTURE VOLUME DEVELOPMENT

The future peak hour traffic volumes for the project opening year and cumulative year for the

study roadway segments and at intersections were developed using the Bangalore City Travel

Demand Model by RITES Ltd. The growth rate obtained from the travel demand model was

used to forecast the future year traffic volumes at the study roadway segments and

intersections. The future traffic projections was done for the Near Term (project opening year

2016) conditions as well as 10 years from then cumulative year (Year 2025) conditions.

NEAR TERM 2016 - LOS ANLAYSIS

The near term traffic analysis was done for the Year 2016 conditions, since the project is

expected to be built and operational by Year 2016.

Roadway Segments

The roadway segments were evaluated for the future Year 2016 conditions with and without

proposed project. Table 11 shows the LOS conditions at roadway segments for Year 2016

conditions with and without proposed project.

During the Year 2016 without project conditions, it was found that all the study roadway

segments would operate at LOS D or better conditions except the Bellary Road segment

between Doddaballapur Road and Kogilu Cross which would operate at LOS E with a v/c

ratio of 0.91 in the west bound direction.


significant impact on the Bellary Road, since addition of project volume increases the v/c

ratio from 0.91 to 0.94 for Bellary Road segment between Doddaballapur Road and Kogilu

Cross in the west bound direction which would operate at LOS E.

Figure 14 & 15 depicts the Year 2016 LOS operating conditions without and with project.

TRAFFIC IMPACT STUDY FUTURE OPERATING CONDITION

29


Table 11: Level of Service-2016


Flow

2016(Without Project) 2016(With Project)

(PM) Peak Hour

Volume (PCU/Hr)

V/C

(PM)

LOS

(PM)

(PM) Peak

Hour Volume

(PCU/Hr)

V/C

(PM) LOS (PM)

Doddaballapur

Road

Kenchanahall-

Anantapura



Doddaballapur

Road Anantapura-Bus Depot

North Bound (LCW) 1578 0.42 C 1673 0.45 C


Doddaballapur

Road Bus Depot-1st Main



Doddaballapur

Road

1st Main-Yelahanka

New Town Road



Doddaballapur

Road

Yelahanka New Town

Road-3rd A Cross



Doddaballapur

Road

3rd A Cross-NES

Circle



Doddaballapur

Road

NES Circle-DB/Bellary

Road




30



Hebbal Road

East Bound (LCW) 1125 0.29 B 1181 0.30 B

West Bound (RCW) 2221 0.57 C 2279 0.58 C


Kogilu Cross

East Bound (LCW) 1848 0.71 D 1933 0.74 D

West Bound (RCW) 2359 0.91 E 2441 0.94 E

Yelahanka New

Town Road

Yelahanka New Town

Road-1st Main

East Bound (LCW) 683 0.35 B 788 0.40 C

West Bound (RCW) 983 0.50 C 1092 0.56 C

Yelahanka New


East Bound (LCW) 1307 0.62 D 1382 0.66 D

West Bound (RCW) 1147 0.55 C 1224 0.58 C

NOTE: *Capacity of the roadways was based on the IRC 106- 1990.* **LCW - Left of Carriageway, RCW - Right of Carriageway, 4L - Four Lane, 6L-Six Lane D-Divided, UD- Undivided, 2W-Two-way.*


31


Figure 14: Operating Condition without project-2016

Figure 15: Operating Condition with project-2016


32


Intersections

During the Year 2016 conditions, addition of project volumes increased the delay by 1 to 6

seconds at the intersections. The most significant change was observed at 1st Main and NES

Road intersection, where the delay would increase from 21 seconds per vehicle in Year 2016

without project condition to 27 seconds per vehicle in Year 2016 with project conditions and

the queue length increased from 138 meters to 217 meters. However, the maximum queue

lengths at the intersections were found to be less than the available storage length at the

intersections, hence the project would not have a significant impact at the intersections.

Table 12 shows the delay, queue length and throughput at the study intersections for Year

2016 with and without project conditions.

Table 12: Intersections operating condition - 2016

Intersections


Delay(

Sec/V

eh)

Through

Put(Vehicles)

Max.

Queue

Length(Me

ters)

Delay(Sec/

Veh)

Through

Put(Vehicles)

Max. Queue

Length(Meters)



Doddaballapur/3rd A Cross Road

2 2757 0 3 3029 0

Doddaballapur/Yelahanka New Town Main Road

17 2627 57(NB) 18 3127 71(SB)

Yelahanka New Town Main Road/1st Main Road

21 4088 129(NB) 24 4261 114(NB)


Doddaballapur/Puttanahalli Bus Depot

2 2411 0 3 3194 14


Doddaballapur/Kenchanahalli 3 2762 0 3 2938 0


33


Figure 16 and 17 depicts the delay and queue length at the intersections for 2016 with and

without project conditions.

Figure 16: Operating condition without project-2016

Figure 17: Operating condition with project-2016


34


CUMULATIVE YEAR 2026- LEVEL OF SERVICE

The cumulative year traffic analysis was done for the Year 2026 conditions, to identify the

future traffic operation conditions in the study area and also to identify impacts near the

access points of the proposed TTMC.

Roadway Segments

During the Year 2026 without project conditions, it was found that all the study roadway

segments would operate at LOS E or better conditions except the Bellary Road segment

between Doddaballapur Road and Kogilu Cross which would operate at LOS F with a v/c

ratio of 1.31 in the west bound direction and 1.02 in east bound direction.


significant impact on the Bellary Road (between Hebbal to Kogilu Cross), Doddaballapur

Road (between NES Circle and Bellary Road), Yelahanka New Town Road (1st Main to

Alsandra), since addition of project volume increases the v/c ratio of the roadway segments

by 0.02 to 0.04 at the roadway segments that would operate at LOS E and F conditions.

Figure 18 and 19 depicts the LOS conditions at the roadway segments and Table 13 shows

the Year 2026 roadway segments LOS conditions with and without project.


35


Figure 18: Level of Service without project-2026

Figure 19: Level of Service with project-2026


36


Table 13: Level of Service-2026

oad Name Segment Direcion of Traffic

Flow


(PM) Peak

Hour Volume

(PCU/Hr)

V/C (PM) LOS

(PM)

(PM) Peak

Hour Volume

(PCU/Hr)

V/C (PM) LOS

(PM)

Doddaballapur

Road

Kenchanahall-

Anantapura


South Bound (RCW) 2319 0.62 D 2403 0.65 D

Doddaballapur

Road

Anantapura-Bus

Depot

North Bound (LCW) 2273 0.61 D 2368 0.64 D


Doddaballapur Road

Bus Depot-1st Main North Bound (LCW) 2253 0.61 D 2534 0.68 D


Doddaballapur

Road

1st Main-Yelahanka

New Town Road



Doddaballapur

Road

Yelahanka New

Town Road-3rd A

Cross



Doddaballapur

Road

3rd A Cross-NES

Circle



Doddaballapur

Road

NES Circle-

DB/Bellary Road


South Bound (RCW) 2987 0.80 E 3130 0.84 E


Hebbal Road

East Bound (LCW) 1620 0.42 C 1676 0.43 C

West Bound (RCW) 3199 0.82 E 3257 0.84 E


37



Kogilu Cross

East Bound (LCW) 2662 1.02 F 2747 1.06 F

West Bound (RCW) 3398 1.31 F 3480 1.34 F

Yelahanka New

Town Road

Yelahanka New

Town Road-1st Main

East Bound (LCW) 984 0.50 C 1089 0.56 C

West Bound (RCW) 1416 0.73 D 1525 0.78 D

Yelahanka New


East Bound (LCW) 1884 0.90 E 1959 0.93 E

West Bound (RCW) 1652 0.79 D 1729 0.82 E


38


INTERSECTIONS

During the Year 2026 conditions, addition of project volumes increased the delay by 1 to 4

seconds at the intersections, except the Doddaballapur road and Puttanahallai Bus Depot

intersection (TTMC Access) which would increase by 42 seconds. The most significant

change was observed at Doddaballapur road and Puttanahallai Bus Depot intersection , where

the delay would increase from 27 seconds per vehicle in Year 2026 without project condition

to 69 seconds per vehicle in Year 2026 with project conditions and the queue length

increased from 10 meters to 106 meters. However, the maximum queue lengths at the

intersections were found to be less than the available storage length at the intersections, hence

the project would not have a significant impact at the intersections.

Table 14 shows the delay, queue length and throughput at the study intersections for Year

2026 with and without project conditions. Figure 20 and 21 depicts the Delay and Queue

length at the Study intersection.


39


Table 14: Intersections Operating Condition-2026

Intersections

2026 (Without Project) 2026 (With Project)

Delay

(Sec/Veh)

Through

Put(Vehicles)

Max. Queue

Length

(Meters)

Delay(Sec/

Veh)

Through

Put(Vehicles)

Max.

Queue

Length

(Meters)

Doddaballapur/Bellary

Road 114 5223 413(SB) 110 5363 406(SB)

Doddaballapur /NES

Road 39 3516 406(SB) 42 3675 407(SB)

Doddaballapur/3rd A

Cross Road 4 3189 0 3 3360 0

Doddaballapur/Yelahank

aNew Town Main Road 19 3359 74(EB) 18 3637 92(SB)

Yelahanka New Town

Main Road/1st Main

Road

25 4507 113(NB) 27 4638 137(NB)


Doddaballapur/Puttanah

alli Bus Depot 27 3188 10(EB) 69 3616 106(EB)

Doddaballapur/Anantapu

ra 7 3820 26(EB) 5 3936 0

Doddaballapur/Kenchan

ahalli 12 3730 40(WB) 15 3836 157(WB)


40


Figure 20: Operating Conditions without project-2026

Figure 21: Operating Condition with project-2026


41


PEDESTRIAN FACILITIES

The study area has a well-connected, continuous and well maintained footpath network for

pedestrian movement except near the proposed project site. The footpath should be provided

near the project site to ensure access to the TTMC, connectivity to the foothpath network in

the study area.

INTERMEDIATE PUBLIC TRANSPORT

The location of the IPT stand is not dealt in this report, which would be recommended only

when the plan for the TTMC facility would be finalized to be built.

42


CHAPTER 5- MITIGATION MEASURES

Based on the analysis, mitigation measures were proposed to the traffic operation conditions

in the study area. The mitigation measures were proposed to reduce the overall delay and

queue lengths at the intersections. The mitigation measures were also proposed to reduce the

delay and queue lengths at the access points of the TTMC, such that the impact form the

vehicles entering and exiting the facility would have a minimal impact on the adjacent street

roadway network.

The following are the mitigation measures proposed for the study area;

Mitigation Measures -1

a) Closure of Median opening near the project site and provision of U-turn at 150 m

away from the project site to the north and south of the project site on Doddaballapur

Road.

b) Provision of bus bay on the 1.5 acre vacant plot opposite the existing depot for the

southbound buses (towards Bellary road).

c) Provision of removable barrier at access point 3 of the proposed TTMC to facilitate

the depot bus movements during early in the morning and at night.

d) Provision of Pedestrian Table top crossing near the TTMC for pedestrians crossing

the Dodaballapur Road with pedestrian phasing signal of cycle length 120 seconds

with 20 seconds pedestrian phasing for pedestrians crossing Doddaballapur Road.

Mitigation Measure - 2

a) Prohibit westbound right turn movement vehicles at NES and Doddaballapur

Intersection.

b) Prohibit eastbound right turn movement vehicles at NES circle and Doddaballapur

Intersection.

c) Removal of Speed breakers on Bellary road adjacent to the DB/Bellary intersection.

Figure 22 and 24 depicts the mitigation measures 1 and 2 respectively.

TRAFFIC IMPACT STUDY MITIGATION MEASURES

43


OPERATING CONDITIONS

The operation conditions at the study intersections after the implementation of each

mitigation measures are provided below;

Mitigation Measure 1

Mitigation measure 1 is aimed at reducing the delay, queue lengths and conflict points at the

proposed TTMC. The measure include closure of median opening in front of the TTMC so

as prohibit the right turning movements on to the TTMC and also from the TTMC. The

private vehicles in the southbound direction accessing the TTMC would make a U-Turn at

the median opening provided at 150 m away towards south of project site on Doddaballapur

Road to access the TTMC, where as the vehicles exiting out of the TTMC towards south

bound direction would make a U-Turn at the median opening provided at 150 m away

towards north of the project site. The north bound buses towards Doddaballapur would access

the TTMC , where as the south bound buses towards Bellary Road would use the bus bay

provided at 1.5 acre land opposite to the proposed TTMC. The measures also include a

pedestrian phasing signal of cycle length 120 seconds with 20 seconds pedestrian phasing for

pedestrians crossing Doddaballapur in front of the TTMC along with the Table Top Crossing,

to provide safe passage for pedestrians crossing the Doddaballapur Road.

Figure 23 shows the proposed circulation pattern at access points and at the bus terminal of

the TTMC.


44


Figure 22: Details of Mitigation Measure 1


45


Figure 23: Facilitation of circulation at Project site

Table 15 shows the intersection operation conditions after the implementation of mitigation

measures 1. The delay at the Doddaballapur road and Puttanahallai Bus Depot intersection

(TTMC Access) which would reduce from 69 seconds per vehicle to 3 seconds per vehicle

and the queue length of 50 meters would be in the south bound direction would due to the

provision of pedestrian phasing. However, the queue length is less than the available storage

length at the intersection.

The delay at the median opening for vehicle making U-Turn at the north side of the project

site was found to be 4 seconds per vehicle and would have no delay at the median opening at

south side of the project site.


46


Table 15: Operation Conditions-Mitigation Measure 1

Intersections

2026(With Project) Year 2026 + Project with


Delay(Sec

/Veh)

Through

Put(Vehicles

)

Max. Queue

Length(Meters)

Delay(Sec

/Veh)

Through

Put(Vehicles

)

Max. Queue

Length(Meters)




Road 3 3360 0 5 3493 0(EB)

Doddaballapur/YelahankaNew

Town Main Road 18 3637 92(SB) 19 3847 89(SB)



Doddaballapur/1st Main 7 4153 0 1 3911 10(SB)

Doddaballapur/Puttanahalli Bus

Depot 69 3616 106(EB) 3 4330 50(SB)


Doddaballapur/Kenchanahalli 16 3836 157(WB) 15 3901 111(WB)

U turn-North of Project Site - - - 4 3835 33

U turn-South of Project Site - - - 0 3684 0


47



This mitigation measure is aimed at reducing the delay and increasing the throughput through

the system. The measures include prohibition of right turning movements form the side

Streets at the NES and Doddaballapur intersection. The vehicle making a right turn at the

intersection from side streets would use the 3rd

Cross and Dodaballapur Road intersection and

Dodaballapur Road and Bellary Road intersection to make U-Turn at the intersections.

Removal of speed breakers on the Bellary Road which are at about 90 meters form the

junction, since the speed breakers reduce the effective utilization of green time at the

intersection due to the vehicles queuing up at the speed breakers.

Figure 26 depicts the above proposed mitigation measures.

Figure 24: Mitigation Measure 2


48


With the implementation of the above mitigation measures , the delay at the Doddaballapur

Road and Bellary Road intersection would reduce from 110 seconds per vehicle to 73

seconds per vehicle with increase in through put from 5,363 vehicles to 6,180 vehicles. At the

Doddaballapur and NES Road intersection the delay would reduce from 42 seconds per

vehicle to 22 seconds per vehicle and the through put would increase from 3,675 vehicles to

4,566 vehicles.

With the implementation of above measures the throughput through the system would

increase when compared to the Year 2026 with project conditions. Table 15 shows the delay,

throughput and queue length at the intersections after the implementation of mitigation

measures 1 and 2.

Table 16: Operation Condition-Mitigation Measure 1 and 2

Intersections

2026(With Project) Year 2026 + Project with

Mitigation Measure 1 and 2

Delay(Sec/

Veh)

Through

Put(Vehicles)

Max. Queue

Length

(Meters)

Delay

(Sec/Veh)

Through

Put(Vehicles)

Max. Queue

Length(Meters)




Road 3 3360 0 9 4314 54(EB)


Town Main Road 18 3637 92(SB) 20 4290 105(SB)





Depot 69 3616 106(EB) 4 4077 17(SB)


Doddaballapur/Kenchanahalli 15 3836 157(WB) 19 3970 155(WB)

U turn-North of Project Site - - - 5 3904 35(SB)

U turn-South of Project Site - - - 0 3753 0

49


CHAPTER 6- RECOMMENDATIONS

The following are the recommendations for the proposed project and study area for the

effective operation of study roadway segments, intersections, access points of the TTMC, and

pedestrian accessibility and circulation.

Proposed Project

1. A segregated entry from buses accessing the terminal, depot and for private vehicles

accessing the parking lot and with an option of only left run for the vehicles exiting

from the TTMC on top the Doddaballapur Road .

2. Provision of bus bay on the 1.5 acre vacant plot opposite the existing depot for the

southbound buses (towards Bellary road).

3. Provision of removable barrier at access point 3 of the proposed TTMC to facilitate

the depot bus movements during early in the morning and at night.

4. Provision of Pedestrian Table top crossing near the TTMC for pedestrians crossing

the Dodaballapur Road with pedestrian phasing signal of cycle length 120 seconds

with 20 seconds pedestrian phasing for pedestrians crossing Doddaballapur Road.

Roadway Network

1. Closure of Median opening near the project site and provision of U-turn at 150 m

away from the project site to the north and south of the project site on Doddaballapur

Road.

2. Removal of Speed breakers on Bellary Road located at around 90 m from DB/Bellary

intersection.

Pedestrian Facility

1. Provision of footpath connectivity on the roadway networks surrounding the project

site to provide access to commuters.

2. Provision of Table Top crossing at the approaches of the TTMC access points to

provide safe pedestrian crossing.

TRAFFIC IMPACT STUDY RECOMMENDATIONS

50


Traffic Circulation

1. Prohibit westbound right turn movement vehicles at NES and Doddaballapur

Intersection.

2. Prohibit eastbound right turn movement vehicles at NES circle and Doddaballapur

Intersection.

3. On street parking should be strictly prohibited near TTMC and at the NES circle.

Table 17 lists out the proposed improvements in the study area based on the location and the

agencies responsible for the implementation of the same.

TRAFFIC IMPACT STUDY RECOMMENDATIONS

51


Table 17: Proposed Improvements with the Implementing Agencies

Sl. No. RECOMMENDATIONS IMPLEMENTING

AGENCIES

PROPOSED PROJECT

1

A segregated entry from buses accessing the terminal, depot and for

private vehicles accessing the parking lot and with an option of only

left run for the vehicles exiting from the TTMC on top the

Doddaballapur Road .

BMTC

2 Provision of bus bay on the 1.5 acre vacant plot opposite the

existing depot for the southbound buses (towards Bellary road).

BMTC

3

Provision of removable barrier at access point 3 of the proposed

TTMC to facilitate the depot bus movements during early in the

morning and at night.

BMTC

4

Provision of Pedestrian Table top crossing near the TTMC for

pedestrians crossing the Dodaballapur Road with pedestrian phasing

signal of cycle length 120 seconds with 20 seconds pedestrian

phasing for pedestrians crossing Doddaballapur Road.

BBMP/ Traffic

Police

ROADWAY NETWORK

5

Closure of Median opening near the project site and provision of U-

turn at 150 m away from the project site to the north and south of

the project site on Doddaballapur Road.

BBMP

6 Removal of Speed breakers on Bellary Road located at around 90 m

from DB/Bellary intersection.

BBMP

PEDESTRIAN FACILITY

7 Provision of footpath connectivity on the roadway networks

surrounding the project site to provide access to commuters.

BBMP

8 Provision of Table Top crossing at the approaches of the TTMC

access points to provide safe pedestrian crossing.

BBMP

TRAFFIC CIRCULATION

9 Prohibit westbound right turn movement vehicles at NES and

Doddaballapur Intersection.

Traffic Police

10 Prohibit eastbound right turn movement vehicles at NES circle and

Doddaballapur Intersection.

Traffic Police

11 On street parking should be strictly prohibited near TTMC and at

the NES circle.

Traffic Police

ANNEXURE

Traffic Impact Study-Yelahanka

Traffic Volume Count Survey - Hourly Count - Vehicles Location Doddaballapur/Kenchanahalli Road

Date:5-11-12 VEHICLES

Time Period Put-

Nagen Put-

Kench Nagen-Kench

Kench-Put

Kench-Nagen

Nagen-Put Total Vehicles From To

EVENING

4:00 5:00 881 156 74 280 224 932 2547

4:15 5:15 947 181 74 282 217 872 2573

4:30 5:30 959 208 80 284 221 859 2611

4:45 5:45 893 207 80 283 226 862 2551

5:00 6:00 898 230 80 275 237 868 2588

5:15 6:15 753 218 84 270 232 891 2448

5:30 6:30 678 209 82 241 241 890 2341

5:45 6:45 655 214 85 233 234 944 2365

6:00 7:00 655 215 83 228 244 958 2383

6:15 7:15 648 219 83 220 257 930 2357

6:30 7:30 633 217 77 221 228 873 2249

6:45 7:45 595 203 72 198 217 736 2021

7:00 8:00 516 187 55 176 193 627 1754

Grand total 30788

Traffic Volume Count Survey - Hourly Count - PCUs Location Doddaballapur/Kenchanahalli Road

Date:5-11-12 PCUs

Time Period Put-

Nagen Put-

Kench Nagen-Kench

Kench-Put

Kench-Nagen

Nagen-Put Total PCUs From To

EVENING

4:00 5:00 1059 125 53 280 190 946 2652

4:15 5:15 1189 146 53 282 180 848 2697

4:30 5:30 1158 169 59 284 191 864 2723.5

4:45 5:45 1053 170 59 283 193 901 2658

5:00 6:00 1034 190 59 275 202 928 2688

5:15 6:15 806 180 63 270 198 937 2452

5:30 6:30 711 174 62 241 200 934 2321

5:45 6:45 675 177 65 233 194 978 2321

6:00 7:00 668 174 62 228 202 993 2327

6:15 7:15 655 183 63 220 209 983 2312

6:30 7:30 630 189 59 221 182 909 2189

6:45 7:45 608 185 55 198 174 771 1990

7:00 8:00 501 175 43 176 155 665 1713

Grand total 31039

Traffic Volume Count Survey - Hourly Count - Vehicles Location Doddaballapur/Anantapura Road Date:6-11-

2012 VEHICLES

Time Period ATP-

PUT ATP-

KENCH KENCH-

PUT KENCH-

ATP PUT-

KENCH PUT-ATP Total Vehicles From To

EVENING

4:00 5:00 130 109 963 156 730 197 2285

4:15 5:15 144 117 918 183 772 201 2335

4:30 5:30 148 130 943 185 870 202 2478

4:45 5:45 152 146 937 189 939 224 2587

5:00 6:00 161 156 935 187 945 210 2594

5:15 6:15 156 156 954 195 942 231 2634

5:30 6:30 157 150 928 238 869 248 2590

5:45 6:45 160 150 926 261 903 250 2650

6:00 7:00 167 142 922 283 906 245 2665

6:15 7:15 161 146 902 291 908 208 2616

6:30 7:30 172 144 880 284 916 189 2585

6:45 7:45 159 136 854 290 948 135 2522

7:00 8:00 137 121 804 302 976 126 2466

Traffic Volume Count Survey - Hourly Count - PCUs Location Doddaballapur/Anantapura Road Date:6-11-

2012 PCUs

Time Period ATP-

PUT ATP-

KENCH KENCH-

PUT KENCH-

ATP PUT-

KENCH PUT-ATP Total PCUs From To

EVENING

4:00 5:00 94 106 963 138 865 159 2324

4:15 5:15 105 110 918 159 905 162 2358

4:30 5:30 109 121 943 163 1023 150 2507

4:45 5:45 119 127 937 161 1114 171 2627.5

5:00 6:00 124 135 935 160 1127 156 2635.5

5:15 6:15 122 132 954 156 1109 165 2637.5

5:30 6:30 127 127 928 178 1017 175 2551.5

5:45 6:45 116 126 926 188 1008 169 2532

6:00 7:00 131 117 922 200 979 163 2510

6:15 7:15 126 125 902 219 999 142 2512.5

6:30 7:30 136 129 880 224 992 131 2491.5

6:45 7:45 131 131 854 223 1022 97 2457

7:00 8:00 112 126 804 225 1036 95 2396.5

Traffic Volume Count Survey - Hourly Count - Vehicles Location Doddaballapur/Puttanahalli Depot

Date:6-11-2012 VEHICLES

Time Period KHB-

KENCH KHB-1st MAIN

KENCH-1st

MAIN KENCH-

KHB

1st MAIN-KENCH

1st MAIN-

KHB CLY Total Vehicles From To

EVENING

4:00 5:00 41 0 1280 56 1410 62 2849

4:15 5:15 40 20 1186 63 1707 57 3073

4:30 5:30 39 31 1202 64 1753 52 3141

4:45 5:45 48 43 1309 60 1998 50 3508

5:00 6:00 51 52 1311 54 2007 41 3516

5:15 6:15 53 48 1369 51 1836 40 3397

5:30 6:30 52 49 1389 57 1836 43 3426

5:45 6:45 55 46 1296 54 1578 46 3075

6:00 7:00 54 52 1262 54 1515 48 2985

6:15 7:15 50 56 1270 51 1488 48 2963

6:30 7:30 54 54 1219 43 1376 52 2798

6:45 7:45 49 59 1135 45 1418 51 2757

7:00 8:00 50 57 952 39 1271 48 2417

Grand total 39905

Traffic Volume Count Survey - Hourly Count - Vehicles Location Doddaballapur/Puttanahalli Depot

Date:6-11-2012 PCUs

Time Period KHB-

KENCH KHB-1st MAIN

KENCH-1st

MAIN KENCH-

KHB

1st MAIN-KENCH

1st MAIN-

KHB CLY Total PCUs From TO

EVENING

4:00 5:00 30 0 1416 53 2249 60 3806.5

4:15 5:15 30 15 1352 56 2765 51 4266.5

4:30 5:30 29 23 1300 57 2981 41 4430

4:45 5:45 37 31 1379 50 3440 40 4976.5

5:00 6:00 41 39 1345 45 3484 30 4983

5:15 6:15 50 41 1384 40 3292 34 4838.5

5:30 6:30 56 42 1426 47 3347 34 4950.5

5:45 6:45 64 42 1354 45 2866 42 4411.5

6:00 7:00 66 46 1310 44 2717 44 4225.5

6:15 7;15 55 55 1345 40 2631 50 4174.5

6:30 7:30 55 53 1305 36 2299 57 3805

6:45 7:45 46 64 1211 39 2486 57 3901.5

7:00 8:00 46 64 1025 35 2308 57 3533.5

Grand total 56303

Traffic Volume Count Survey - Hourly Count - Vehicles Location Doddaballapur/1st Main

6/11/2012 VEHICLES

Time Period 1sT

MAIN-PUT

1st MAIN-YLK P STN

PUT-1st MAIN

PUT-YLK P STN

YLK P STN-PUT

YLK P STN-1st MAIN Total Vehicles From To

EVENING

4:00 5:00 467 132 528 1152 1361 23 3663

4:15 5:15 531 168 524 1279 1383 21 3906

4:30 5:30 513 185 491 1317 1478 22 4006

4:45 5:45 487 164 504 1308 1441 15 3919

5:00 6:00 517 230 504 1296 1378 18 3943

5:15 6:15 489 223 484 1204 1349 19 3768

5:30 6:30 489 235 479 1203 1296 15 3717

5:45 6:45 541 298 445 1152 1209 14 3659

6:00 7:00 527 249 437 1151 1109 12 3485

6:15 7:15 511 258 417 1159 1191 9 3545

6:30 7:30 501 238 423 1157 1262 8 3589

6:45 7:45 382 208 407 1194 1356 7 3554

7:00 8:00 329 183 392 1126 1485 7 3522

Grand total 48276

Traffic Volume Count Survey - Hourly Count - PCUs Location Doddaballapur/1st Main

6/11/2012 PCUs

Time Period

1sT MAIN-

PUT

1st MAIN-YLK P STN

PUT-1st MAIN

PUT-YLK P STN

YLK P STN-PUT

YLK P STN-1st MAIN Total PCUs

From To

EVENING

4:00 5:00 402 98 502 1534 1845 17 4396

4:15 5:15 450 127 489 1696 1775 16 4551

4:30 5:30 441 142 432 1733 1890 17 4653.5

4:45 5:45 416 123 443 1744 1831 11 4566.5

5:00 6:00 435 174 471 1756 1726 14 4574.5

5:15 6:15 413 167 447 1608 1786 14 4433.5

5:30 6:30 403 179 442 1576 1729 11 4338

5:45 6:45 427 222 395 1475 1717 10 4244.5

6:00 7:00 393 186 363 1484 1627 8 4060

6:15 7:15 381 193 357 1531 1743 7 4210

6:30 7:30 384 175 380 1588 1837 6 4369.5

6:45 7:45 289 152 377 1695 1931 5 4447.5

7:00 8:00 259 134 364 1630 2117 5 4508

Grand total 57353

Traffic Volume Count Survey - Hourly Count - Vehicles Location Doddaballapur/Yelahanka New Town Road

7/11/2012 VEHICLES

Time Period

PUT-YLK P STN

PUT-NEW TWN

YLK P STN-PUT

YLK P STN-NEW

TWN

NEW TWN-YLK

P STN NEW

TWN-PUT Total

Vehicles From To

EVENING

4:00 5:00 909 424 1237 526 1670 1278 6044

4:15 5:15 938 439 1217 546 1448 1055 5643

4:30 5:30 933 286 1177 575 1488 864 5323

4:45 5:45 939 311 1170 541 1139 875 4975

5:00 6:00 931 248 1118 523 1336 842 4998

5:15 6:15 911 248 1107 557 1283 886 4992

5:30 6:30 881 226 1163 579 1022 861 4732

5:45 6:45 884 196 1122 647 937 933 4719

6:00 7:00 977 203 1211 682 721 959 4753

6:15 7:15 1034 207 1241 684 726 1131 5023

6:30 7:30 1051 217 1229 642 717 1055 4911

6:45 7:45 1006 222 1230 541 633 830 4462

7:00 8:00 863 225 1043 464 569 719 3883

grand total 64458

Traffic Volume Count Survey - Hourly Count - PCUs Location Doddaballapur/Yelahanka New Town Road

7/11/2012 PCUs

Time Period PUT-

YLK P STN

PUT-NEW TWN

YLK P STN-PUT

YLK P STN-NEW TWN

NEW TWN-YLK

P STN NEW

TWN-PUT Total PCUs From To

EVENING

4:00 5:00 933 423 1295 479 1670 2049 6847

4:15 5:15 935 450 1289 491 1448 1747 6359

4:30 5:30 916 362 1261 514 1488 1121 5660.5

4:45 5:45 921 393 1239 491 1139 1236 5417.5

5:00 6:00 909 282 1178 469 1336 1315 5487.5

5:15 6:15 885 256 1154 476 1283 1293 5345

5:30 6:30 855 227 1206 485 1022 1236 5029

5:45 6:45 852 191 1220 534 937 1292 5025.5

6:00 7:00 1114 194 1337 554 721 1240 5158

6:15 7:15 1194 207 1383 562 726 1409 5479

6:30 7:30 1224 228 1399 527 717 1276 5370.5

6:45 7:45 1155 244 1354 451 633 982 4817.5

7:00 8:00 851 266 1168 398 569 879 4129

grand total 70125

Traffic Volume Count Survey - Hourly Count - Vehicles Location Doddaballapur/3rd A cross

7/11/2012 VEHICLES

Time Period YLK P

STN-PUT

YLK P STN-SHE

CLG RD

PUT-SHE

CLG RD PUT-YLK P

STN SHE CLG RD-PUT

SHE CLG RD-YLK P

STN Total

Vehicles From To

EVENING

4:00 5:00 1207 309 88 955 473 726 3758

4:15 5:15 1180 317 124 940 540 727 3828

4:30 5:30 1134 321 131 924 549 661 3720

4:45 5:45 1053 330 128 905 639 733 3788

5:00 6:00 1028 330 152 897 573 669 3649

5:15 6:15 1028 350 164 900 542 690 3674

5:30 6:30 1002 373 195 902 526 710 3708

5:45 6:45 1024 381 231 850 443 599 3528

6:00 7:00 1059 410 246 864 477 594 3650

6:15 7:15 1054 396 239 877 453 568 3587

6:30 7:30 1041 393 231 900 467 593 3625

6:45 7:45 954 373 216 910 423 604 3480

7:00 8:00 807 345 207 900 436 636 3331

grand total 47326

Traffic Volume Count Survey - Hourly Count - PCUs Location Doddaballapur/3rd A cross

7/11/2012 PCUs

Time Period

YLK P STN-PUT

YLK P STN-SHE CLG RD

PUT-SHE

CLG RD PUT-YLK P

STN SHE CLG RD-PUT

SHE CLG RD-YLK P

STN Total PCUs From To

EVENING

4:00 5:00 1483 309 75 958 553 1127 4504

4:15 5:15 1487 317 106 946 613 1090 4558

4:30 5:30 1385 321 112 900 601 953 4270.5

4:45 5:45 1254 330 107 841 671 946 4149

5:00 6:00 1214 330 121 841 601 762 3867.5

5:15 6:15 1221 350 130 836 611 856 4002

5:30 6:30 1156 373 155 857 597 909 4045.5

5:45 6:45 1208 381 183 807 500 747 3825

6:00 7:00 1242 410 195 832 539 764 3980.5

6:15 7:15 1216 396 185 872 494 676 3838

6:30 7:30 1242 393 178 922 534 745 4012.5

6:45 7:45 1098 373 167 961 455 796 3849.5

7:00 8:00 906 345 163 962 509 867 3749.5

grand total 52652

Traffic Volume Count Survey - Hourly Count - Vehicles Location Doddaballapur/Bellary Road

8/11/2012 VEHICLES

Time Period

YLK NES-HBL

YLK NES-BLR

HBL-YLK NES HBL-BLR BLR-HBL

BLR-YLK NES

Total Vehicles From To

EVENING

grand total 31246

4:00 5:00 448 561 431 430 485 1193 3548

4:15 5:15 413 528 409 446 558 1193 3547

4:30 5:30 433 544 391 452 578 1180 3578

4:45 5:45 431 559 366 467 618 1158 3599

5:00 6:00 431 581 366 507 748 1121 3754

5:15 6:15 430 598 373 592 834 1116 3943

5:30 6:30 389 519 369 691 883 1082 3933

5:45 6:45 430 462 405 738 831 1046 3912

6:00 7:00 454 397 396 731 762 1043 3783

6:15 7:15 486 377 411 706 605 1014 3599

6:30 7:30 546 387 404 737 485 1022 3581

6:45 7:45 551 365 383 683 416 1024 3422

7:00 8:00 546 350 380 693 374 1029 3372

grand total 47571

Traffic Volume Count Survey - Hourly Count - PCUs Location Doddaballapur/Bellary Road

8/11/2012 PCUs

Time Period

YLK NES-HBL

YLK NES-BLR

HBL-YLK NES

HBL-BLR

BLR-HBL

BLR-YLK NES Total PCUs From To

EVENING

4:00 5:00 514 692 494 525 450 1308 3981

4:15 5:15 485 632 463 561 527 1321 3987.5

4:30 5:30 506 645 457 567 561 1303 4037.5

4:45 5:45 499 669 442 594 558 1272 4032.5

5:00 6:00 508 698 455 624 672 1230 4184.5

5:15 6:15 499 733 461 697 776 1220 4384.5

5:30 6:30 474 640 439 811 846 1197 4405.5

5:45 6:45 534 571 479 864 799 1163 4409

6:00 7:00 547 497 480 843 720 1144 4228.5

6:15 7:15 569 443 503 826 549 1094 3982.5

6:30 7:30 639 455 497 828 403 1089 3909.5

6:45 7:45 624 418 475 747 357 1058 3678

7:00 8:00 613 390 448 770 338 1065 3621.5

grand total 52842

Traffic Volume Count Survey - Hourly Count - Vehicles Location 1st Main/NES Road

8/11/2012 VEHICLES

Time Period

NEW TWN-YLK P STN

NEW TWN-AL SANDRA

NEW TWN-RLY STN

YLK P STN-NEW TWN

YLK P STN-AL

SANDRA

YLK P STN- RLY STN

RLY STN-AL SANDR

A

RLY STN-NEW TWN

RLY STN-YLK P STN

AL SANDRA-

NEW TWN

AL SANDRA-YLK P STN

AL SANDRA-RLY STN Total Vehicles From To

EVENING

4:00 5:00 1950 65 80 833 326 337 52 307 231 236 282 82 4781

4:15 5:15 2123 55 71 862 312 321 49 296 192 225 268 89 4863

4:30 5:30 2186 65 88 847 302 313 42 339 184 236 262 93 4957

4:45 5:45 2212 81 90 828 277 337 34 315 202 238 237 96 4947

5:00 6:00 2491 84 89 818 291 353 38 313 227 235 227 92 5258

5:15 6:15 2387 93 108 792 310 377 37 328 260 239 229 86 5246

5:30 6:30 2179 94 87 884 314 350 33 284 268 251 252 82 5078

5:45 6:45 2078 85 91 900 301 325 29 259 237 252 272 78 4907

6:00 7:00 1749 93 111 876 330 310 18 254 250 246 262 74 4573

6:15 7:15 2245 98 103 804 326 277 15 259 243 247 272 77 4966

6:30 7:30 2315 88 101 680 295 292 11 253 241 230 242 80 4828

6:45 7:45 2354 88 98 681 340 292 13 262 269 222 234 86 4939

7:00 8:00 2274 78 71 784 329 320 14 265 247 209 234 90 4915

grand total 64258

Traffic Volume Count Survey - Hourly Count - PCUs Location 1st Main/NES Road

8/11/2012 PCUs

Time Period

NEW TWN-YLK P STN

NEW TWN-AL SANDRA

NEW TWN-RLY STN

YLK P STN-NEW TWN

YLK P STN-AL

SANDRA

YLK P STN- RLY STN

RLY STN-AL

SANDRA

RLY STN-NEW TWN

RLY STN-YLK P STN

AL SANDRA-

NEW TWN

AL SANDRA-YLK P STN

AL SANDRA-RLY STN Total PCUs From To

EVENING

4:00 5:00 3245 52 95 920 247 265 40 288 190 192 275 59 5866

4:15 5:15 3672 42 72 968 244 258 35 260 143 180 250 62 6184

4:30 5:30 3864 46 92 958 236 242 31 284 137 194 234 65 6381

4:45 5:45 4045 56 97 944 214 263 25 245 135 196 200 67 6484

5:00 6:00 4826 58 90 903 225 276 28 229 151 191 187 62 7223

5:15 6:15 4622 64 109 870 243 299 28 235 186 196 192 60 7099

5:30 6:30 4233 71 103 939 246 280 27 196 200 208 224 56 6781

5:45 6:45 3966 69 106 954 246 259 25 179 188 209 241 52 6490

6:00 7:00 3218 76 130 925 271 247 18 171 217 204 230 50 5754

6:15 7:15 3683 82 126 864 264 219 14 184 209 208 245 52 6146

6:30 7:30 3970 75 110 747 238 230 9 194 200 191 209 55 6226

6:45 7:45 4211 71 105 765 263 232 10 206 217 181 200 62 6519

7:00 8:00 4010 62 74 899 252 249 9 227 178 169 196 65 6388

grand total 83538

Traffic Volume Count Survey - Hourly Count - Vehicles Location Yelahanka new town/1st Main

Date:7-11-2012

VEHICLES

Time Period PU

T-NEW

TWN

RD

PUT-W&

A FCTRY

PUT-

SAI LYT

PUT-208S

FS

PUT-

YSP 208SFS-SAI

208SFS-YSP

208SFS-PUT

208SFS-

NTN

208SFS-

W&A FCTR

Y

NEWTWN

RD-PUT

NEW

TWN-

W&A

FCTRY

NEW

TWN-SAI LYT

NEW

TWN-

YSP

NEW TWN

-208S

FS

W&A FCTR

Y-PUT

W&A FCTR

Y-YSP

W&A FCTR

Y-NEW TWN

W&A FCTRY-SAI LYT

W&A FCTR

Y-208S

FS

YSP-

NEW

TWN

YSP-

SAI LYT

YSP-208S

FS

YSP-W&

A FCTRY

YSP-PUT

SAI LYT-208S

FS

SAI LYT-YSP

SAI LYT-W&

A FCTRY

SAI LYT-PUT

SAI LYT

-NEW

TWN

Total Vehicl

es

From To

EVENING

4:00 5:00 390 377 34 79 207 77 62 71 83 216 699 136 171

1183 23 450 901 493 501 114 872

187 138 972

193 261

249 244

231 21 9635

4:15 5:15 403 408 25 60 172 76 68 72 75 215 733 142 176

1089 19 550 996 513 482 127 900

207 122 969

197 267

241 272

253 26 9855

4:30 5:30 390 810 18 48 172 70 62 62 77 197 776 153 175 965 18 580 981 467 438 151 843

196 125

1009

210 263

239 292

255 29 10071

4:45 5:45 407 820 25 32 158 65 60 55 65 185 780 159 180 717 15 635 1060 426 403 165 815

193 119 955

200 242

212 301

264 35 9748

5:00 6:00 391 782 20 18 154 61 56 55 63 179 782 181 190 579 18 641 1041 378 397 181 756

220 128 909

228 226

229 306

269 43 9481

5:15 6:15 388 785 29 18 195 59 64 49 71 172 803 206 226 538 23 659 1043 358 437 204 731

166 153 881

234 223

228 296

283 55 9577

5:30 6:30 414 403 33 31 181 57 70 52 63 162 840 260 250 453 30 642 1093 368 454 222 651

124 143 824

258 221

224 283

271 73 9150

5:45 6:45 420 401 42 56 145 82 90 56 71 163 892 316 265 436 38 640 1010 400 442 217 561 64 174 828

323 249

236 284

279 93 9273

6:00 7:00 460 454 50 83 184 128 149 58 60 138 940 334 287 441 39 649 1020 437 428 198 504 0 181 836

356 264

200 285

287 100 9550

6:15 7:15 523 436 44 81 161 136 146 54 55 142 945 303 268 388 41 575 909 441 404 181 449 32 153 748

367 265

211 325

291 100 9174

6:30 7:30 483 418 40 69 155 134 146 56 59 152 958 245 239 383 36 529 699 451 423 167 441 69 151 622

339 269

209 339

317 90 8688

6:45 7:45 442 364 31 44 171 119 138 50 54 151 888 188 219 415 40 478 576 443 441 156 410

110 135 435

269 251

220 328

314 88 7968

7:00 8:00 392 288 26 22 154 87 99 44 57 158 860 153 175 377 49 447 453 421 447 162 437

144 126 383

208 237

235 325

323 84 7373

grand total

119543

Traffic Volume Count Survey - Hourly Count - PCUs Location Yelahanka new town/1st Main

Date:7-11-2012

PCUs

Time Period PU

T-NEW

TWN

RD

PUT-W&

A FCTRY

PUT-

SAI LYT

PUT-208S

FS

PUT-

YSP 208SFS-SAI

208SFS-YSP

208SFS-PUT

208SFS-

NTN

208SFS-

W&A FCTR

Y

NEWTWN

RD-PUT

NEW

TWN-

W&A

FCTRY

NEW

TWN-SAI LYT

NEW

TWN-

YSP

NEW TWN

-208S

FS

W&A FCTR

Y-PUT

W&A FCTR

Y-YSP

W&A FCTR

Y-NEW TWN

W&A FCTRY-SAI LYT

W&A FCTR

Y-208S

FS

YSP-

NEW

TWN

YSP-

SAI LYT

YSP-208S

FS

YSP-W&

A FCTRY

YSP-PUT

SAI LYT-208S

FS

SAI LYT-YSP

SAI LYT-W&

A FCTRY

SAI LYT-PUT

SAI LYT

-NEW

TWN

Total PCUs

From To

EVENING

4:00 5:00 430 443 22 61 205 74 52 67 71 178 675 91 127

1293 18 520 1454 550 393 95 956

133 106

1188

169 269

265 210

198 16 10321

4:15 5:15 439 456 17 50 172 69 58 71 70 170 701 100 133

1168 16 631 1624 530 381 107

1044

143 92

1034

163 264

265 260

236 19 10475

4:30 5:30 434 667 12 38 174 57 54 63 72 152 723 108 135 991 15 643 1496 450 358 122 994

127 93

1051

176 252

251 320

254 22 10295

4:45 5:45 462 691 16 22 158 49 50 51 62 136 718 113 148 729 13 713 1721 379 329 126 949

124 85 971

172 223

227 346

288 26 10091

5:00 6:00 456 660 13 12 147 41 43 52 55 127 719 130 159 588 14 692 1628 305 342 138 863

136 88 884

195 206

232 382

313 33 9645

5:15 6:15 460 674 29 12 186 41 48 40 57 125 741 148 187 533 19 721 1590 289 376 154 799

101 105 878

203 207

230 368

330 44 9690

5:30 6:30 492 491 37 20 161 44 48 41 51 119 797 190 204 442 27 667 1638 299 383 165 717 78 96 791

211 213

211 331

319 58 9334

5:45 6:45 514 495 50 45 132 65 68 46 59 117 867 236 213 411 35 654 1379 328 374 165 672 38 120 756

272 231

211 315

303 74 9236

6:00 7:00 555 542 56 65 159 102 121 47 50 97 926 252 225 412 37 699 1371 360 351 149 630 0 121 743

330 236

168 283

290 80 9451

6:15 7:15 624 534 47 64 141 105 117 43 48 98 947 230 199 365 36 589 1178 360 331 135 559 26 104 637

332 228

182 337

274 79 8943

6:30 7:30 586 504 41 58 141 102 116 49 47 105 943 185 173 367 29 560 869 365 353 123 553 54 103 500

313 219

180 330

288 73 8321

6:45 7:45 546 438 31 34 151 88 104 41 40 107 905 137 150 415 30 485 707 352 370 113 531 84 88 349

242 198

201 320

295 71 7616

7:00 8:00 501 376 30 18 136 60 64 37 43 112 993 109 117 365 35 429 547 326 391 119 585

105 85 297

162 183

216 329

318 66 7146

grand total

120559

TRAFFIC STUDY - YELAHANKA

TRAVEL TIME SURVEY

Location : Doddaballapur main road Date :07.11.2012

Oneway/Twoway: 2

Direction :Doddaballapur/Ganjanahalli Road to Doddaballapur/Bellary Road

Trial 1- Morning

Sl.No From node To node Start Distance

(km) End Distance (km)

Start Time in minutes

End Time in minutes

Time in minutes

Delay (Sec) Purpose of delay

Doddaballapur/Ganjanahalli

Road Doddaballapur/Avalahalli

Forest 0 0.6 0.00 1.00 1.00 3 Crossing

Doddaballapur/Avalahalli

Forest Doddaballapur/Kenchanahalli 0.6 2.2 1.00 3.20 2.20 7 Hump

Doddaballapur/Kenchanahalli Doddaballapur/Anantapura 2.2 2.5 3.20 4.06 0.46 1 Hump

Doddaballapur/Anantapura


2.5 3.1 4.06 4.53 0.47 2 Hump


Depot Doddaballapur/1st Main 3.1 3.3 4.53 5.15 0.22

Doddaballapur/1st Main

Doddaballapur/YelahankaNew Town Main Road

3.3 4.2 5.15 6.32 1.17 4 Hump


Town Main Road Doddaballapur/3rd A Cross

Road 4.2 4.6 6.32 7.01 0.29 2 Hump


Road 1st Main/NES Road 4.6 5.1 7.01 7.37 0.36 2 Hump

1st Main/NES Road Doddaballapur/Bellary Road 5.1 5.4 7.37 8.30 0.53 3 Hump

Direction :Doddaballapur/Bellary Road to Doddaballapur/Ganjanahalli Road

Doddaballapur/Bellary Road 1st Main/NES Road 5.4 5.7 0.00 0.30 0.3 2 Hump

1st Main/NES Road


5.7 6.2 0.30 1.15 0.45 1 Hump


Road Doddaballapur/YelahankaNew

Town Main Road 6.2 6.6 1.15 2.25 1.1 26 Signal


Town Main Road Doddaballapur/1st Main 6.6 7.5 2.25 3.28 1.03 2 Hump



7.5 7.7 3.28 4.00 0.32


Depot Doddaballapur/Anantapura 7.7 8.3 4.00 5.15 1.15 6 Hump

Doddaballapur/Anantapura Doddaballapur/Kenchanahalli 8.3 8.6 5.15 5.43 0.28 3 Hump

Doddaballapur/Kenchanahalli

Doddaballapur/Avalahalli Forest

8.6 10.2 5.43 7.55 2.12 8 Hump

Doddaballapur/Avalahalli

Forest Doddaballapur/Ganjanahalli

Road 10.2 10.8 7.55 9.00 1.05 7 Hump

TRAFFIC STUDY - YELAHANKA

TRAVEL TIME SURVEY

Location : Doddaballapur main road Date :07.11.2012

Oneway/Twoway: 2


Trial 6- Evening

Sl.No From node To node Start Distance (km) End Distance (km) Start

Time in minutes

End Time in

minutes

Time in minutes

Delay (Sec) Purpose of delay

Doddaballapur/Ganjanahalli Road Doddaballapur/Avalahalli Forest 0 0.6 0.00 0.21 0.21 13 Hump

Doddaballapur/Avalahalli Forest Doddaballapur/Kenchanahalli 0.6 2.2 0.21 1.29 1.08 6 Hump

Doddaballapur/Kenchanahalli Doddaballapur/Anantapura 2.2 2.5 1.29 2.07 0.38 41 Hump

Doddaballapur/Anantapura


2.5 3.1 2.07 4.07 2.00 8 Hump


Depot Doddaballapur/1st Main 3.1 3.3 4.07 4.30 0.23



3.3 4.2 4.30 5.17 0.47


Town Main Road Doddaballapur/3rd A Cross Road 4.2 4.6 5.17 5.47 0.30 2 Hump

Doddaballapur/3rd A Cross Road 1st Main/NES Road 4.6 5.1 5.47 7.48 1.01 3 Hump

1st Main/NES Road Doddaballapur/Bellary Road 5.1 5.4 7.48 8.45 0.57 10 Signal


Doddaballapur/Bellary Road 1st Main/NES Road 5.4 5.7 0.00 0.31 0.31 3 Hump

1st Main/NES Road Doddaballapur/3rd A Cross Road 5.7 6.2 0.31 1.13 0.42 4 Hump



6.2 6.6 1.13 1.53 0.4 8 Hump


Town Main Road Doddaballapur/1st Main 6.6 7.5 1.53 3.32 0.39 5 Hump



7.5 7.7 3.32 3.57 0.25 7 Hump


Depot Doddaballapur/Anantapura 7.7 8.3 3.57 5.03 1.06 4 Hump

Doddaballapur/Anantapura Doddaballapur/Kenchanahalli 8.3 8.6 5.03 7.06 2.03 18 Hump

Doddaballapur/Kenchanahalli Doddaballapur/Avalahalli Forest 8.6 10.2 7.06 7.42 0.36 2 Hump

Doddaballapur/Avalahalli Forest Doddaballapur/Ganjanahalli Road 10.2 10.8 7.42 8.37 0.55 2 Hump

YELAHANKA TRAFFIC AND TRANSITurbantransport.kar.gov.in/Traffic Impact Study - TTMC...BMTC has...

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Transcript of YELAHANKA TRAFFIC AND TRANSITurbantransport.kar.gov.in/Traffic Impact Study - TTMC...BMTC has...