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Impact of Different Types of Land Use on
Transportation System of Dhaka City:
A Case Study of Mirpur Road and Its Adjacent Land Uses
Presented by : Shancharpath
Rifat Rahman

(06 15 005)

Nabila Nur Kuhu

(06 15 009)

Shahadat Hossain Shakil

(06 15 020)

Khaled Bin Abdul Quader

(06 15 030)
Study Area Profile
Mirpur Road (BRTC Market-Technical)
Dhaka, Bangladesh
Section-7
One of the Busiest Mirpur RoadCity
End Section of Road of the
-Mirpur Road

Almost Linear in Shape
Length : 1.05 km
Dual Carriageway
1 Major Intersection – Technical Intersection
Length : 8.05 km (Azimpur to Gabtoli)
7.40 km (Azimpur to Technical)
High Traffic Congestion in the Peak Period

Source: GIS Database, Sheltech (Pvt.) Ltd. (Consultancy Division) Ltd. (Consultancy Division)
Source: GIS Database, Sheltech (Pvt.)
Source: MediaFire; URL: http://www.mediafire.com/?zzmk4fkmnoiyzkj; Retrieved On: 27th April,2010
Objectives

To explore the current pattern of land use distribution and traffic condition.

To identify the trip rate for different types of land use.
Identifying the impact of land use change on transportation system.
Methodology
Project Identification and Selection of Study Area
Literature Review
Fixation of the Objectives
Data Collection
Primary Data

Secondary Data

Geometric Feature Survey of the Road

Base Map Collection

Roadside Land Use Survey

Cross-Sectional Element Data of Road

Trip Rate Analysis & Modal Share Survey

Previous Land Use Distribution Data

Traffic Volume Survey

Previous Traffic Volume Data

Journey and Spot Speed Survey

Previous Speed Data
Data Compilation

Exploring the Current Land Use Pattern and Traffic Condition

Trip Rate Calculation for Different Types of Land Use
Impact Analysis for Land Use Change
Major Findings and Recommendations
Preparation of the Final Report
Present Traffic Condition and Land Use Pattern
Traffic Condition:
Capacity
Geometric Features

Ele
me
nts
Av

Elements

Maximum(ft)

Average(ft)

Right of Direction
way

era

t)

101.45

Mi

41.2

Av. Carriageway Width(feet)
Lane width

11.26

(S-N)

ni

Ma
xim

Carriage way

Minimum(ft)

ge(f

m(f

(N-S)
61.5

mu

um

130.1

t)

(ft)

40.94

Rig

101.

130

ht

45

.1

52

6

1.

of

5

wa

23

23.5

41.46

9

y

Capacity(PCU/Hour)
Median

4.6

Ca

41.2

rri

4895.124 11.3
52

age

Foot path

-Assuming 12’ as Per Lane Width
NMT lane

7.78

4928.02
2.1

5

wa

15.75
11.2

ne

23

6

2.5

54

y
La

24.58

2

3.

16

9

wid
th

-Design Capacity of Urban Arterial Road is 1400 PCU/Lane/Hour According to DITS (1994)

•Total 62 intersections (43-T intersection; 7-Y intersection; 12 - 4 leg intersection)
Me

4.6

11.

2.

3

1

15.

2.

75

dia

5

54

1

n

Foo 7.78

•18-signalized and others un-signalized
t

pat
h

N

•7 foot over bridges

24.5

M

8

6

T
lan
e

Source: Field Survey, 2011
Source: Field Survey, 2011
Present Traffic Condition and Land Use Pattern(Contd..)
Traffic Condition:
Traffic Condition:
Volume
Modal Share

Ele

Volume (PCU/ Hour)

me
nts

Direction

Av

Peak

era

Off-Peak

Average

1279.11

1735.33

1620.31

ge(f

2149.33

3399.99

4621.97

t)

North bound

2083.62

Mi

2437.89

ni

xim

South bound

Ma

mu

um

m(f
t)

(ft)
Rig

5351.53

130

6

ht

Both Side(Av.)

101.
45

.1

1.

of

5

wa
y
Ca

41.2

52

2

rri

3.

age

5

wa
y
La

11.2

ne

6

23

9

11.

2.

3

1

15.

2.

75

5

54

1

wid
th
Me

4.6

dia
n
Foo 7.78
t
pat
h
N

24.5

M

8

6

T
lan
e

Source: Field Survey, 2011
Present Traffic Condition and Land Use Pattern(Contd..)
Traffic Condition:
Traffic Condition:
Level
Speed – Spot Speed of Service Comparison for Journey Speed
Speed – Journey Speed
Journey Speed Comparision
Direction(Northbound)
Spot Speed Comparision
30
27.86
45
Year
Speed
Level of Service
38.25
40
25
2003
14.45 21
F
35
32.5
18.4
20
2006 17.20
27.86
D
15.94
27.685
30
14.45
25.575
15
2011
15.94
E
25
10

Source:

20

Direction(Southbound)
5
15
Year
Speed
10
0
2003
17.20
Journey Speed-2003(K.P.H)
Journey Speed-2006(K.P.H)
5
0
2006
21 Southbound
Northbound
Bus
2011
18.4

Level of Service
E
Journey Speed-2011(K.P.H)
E
Car
E

•Impacts of Policy Measures on Urban Transportation System: A Case Study of Mirpur Road; (2003), Report of Group-“Motion”, Transportation
Speed-2003(K.P.H)
Speed-2011(K.P.H)
Planning Studio (PLAN 342), DURP Library, BUET, Dhaka.
Source:
•Performance Impact of Transportation Policy Shift on Mirpur Road – A Comparative Analysis; (2006), Report of Group-(01,04), Transportation
•Impacts of Policy Measures on Urban Transportation System: A Case Study of Mirpur Road; (2003), Report of Group-“Motion”, Transportation
Planning Studio (PLAN 342), DURP Library, BUET, Dhaka.
Planning Studio (PLAN 342), DURP Library, BUET, Dhaka.
•Field Survey, 2011
•Field Survey, 2011
Present Traffic Condition and Land Use Pattern(Contd..)
Land Use Pattern(2011):
Land Use Change(2007-2011):
Mirpur Road
Mirpur Road
Under Construction

1.46

Residential
-26.50
0%
Commercial
15%
Others
10.68
Education & Research
Office
6.98
Garments
Mixed 10% 1.93
Hospital
Mixed
Hospital
6.79
5%
Office
Garments 3% 2.29
Others
Education & Research
13%
Residential
Commercial
1%
Under construction

-30.00

-20.00

-10.00

0.00

10.00

Change Percentage(%)

27%

18.24
26%

20.00

25.11

30.00
Source: Field Survey, 2011

Source: Field Survey, 2011; GIS Database 2007,Sheltech (Pvt.) Limited
Present Traffic Condition and Land Use Pattern(Contd..)
Land Use Pattern(2011):
Land Use Change(2007-2011):
Section-7: BRTC Market-Technical
Section-7: BRTC Market-Technical
11%
Others

-4.07

4%
0% Garments
12%

Office

3.45

Residential
21%

Education & Research

17.51

Hospital

2.72

Office
59.11
Garments

25%

Commercial Activity
-20.00

Residential

0.00

Hospital
Education & Research

Commercial Activity

27%

13.15
0.00

20.00

Others
40.00

Change Percentage(%)

60.00

80.00
Source: Field Survey,2011

Source: Field Survey, 2011;GIS Database 2007,Sheltech (Pvt.) Limited
Trip Rate Calculation

Land Use Type

No. of Sample Surveyed

Highest Hourly Trip Rate
(Per 1000 sq.ft.)

Commercial

5

6.09

Residential

4

1.11

Educational

3

95.98/1000 Student

Hospital

3

13.31

Office

3

8.66

Garments

2

37.77

Total 8 Hour Survey Conducted for Every Sample of All Land Use Type

Source: Field Survey,2011
Trip Rate Calculation(Contd..)
Land Use Change Traffic
Land Use Change Traffic(PCU/Hr)
Land Use Change Traffic(PCU/Hr)
Calculation Procedure

Mirpur Road
Section-7(BRTC Market-Technical)
1600
Changed
Person 1445.45
Modal
Trip Rate
Area

-“Educational”
-“Educational”
and “Others”
and “Others”
isis excluded
excluded
from the
from the
calculation
calculation

Trip

1400
400.00
1200
350.00
300.00
1000
250.00
200.00
800
150.00
600
100.00
50.00
400
0.00
200
0
-200
-400

Occupancy
No. of
Total 2628.05 (PCU/Hr)
Rate
Vehicles
Total 594.66 (PCU/Hr)
365.07

Share(%)

Vehicle
Trip

PCE
Value

PCU/Hr

Total

869.68
123.68

93.63

514.72

12.28
Commercial Residential
Activity

Hospital 50.14
Garments

Commercial Residential Hospital
-251.94

Garments

Office
Trip Rate Calculation(Contd..)
Forecasting Traffic Volume for 2013 (Section-7: BRTC Market-Technical)
-Forecasted VolumeAnnual Growth Rate
- Derivation of the
Traffic Volume(PCU/Hr)

Forecasted
6000
Present
Increased
Peak Hourly
Peak Hourly
Annual Growth
Forecasted
Increase in
Annual (from
Volume-2011
Volume
5000
Rate for 2 years
Volume for 2013
Volume
Volume
Growth Rate (%)
(PCU/Hr) 5 Years
growth rate)
Mode
Growth
(2006)
(2011)4000
for 2013
3000
1
2
3=(2*1)
4=(1+3)
2000
5021
5226.7
205.7
41.14
Car
1104.14
18.093
1122.23
1000 93.55
Microbus
1.53
95.083
Office Vehicle
0.19
12.10
0 11.91
2009
Taxi
59.13 2006
0.96 2011
60.10
Peak CNG Volume(PCU/Hr)
Hourly
4826.5
386.66 5021
6.33 5226.7
393
Off-Peak Hourly
Bus
2121.72 (0.82*2)/100
34.76
2156.49
4103
4075.1
3338.3
Volume(PCU/Hr)
School Bus
0.73
0.01
0.74
=
Average Hourly
Human
0.016
4632.8
4460
3997.4
Volume(PCU/Hr)
Hauler
45.27
0.74
46.01
Source:
Motorcycle
166.91
2.73
169.64
Performance Impact of Transportation Policy Shift on Mirpur Road – A Comparative Analysis; (2006), Report of Group-(01,04), Transportation
Rickshaw
1153.10
18.89
1172
Planning Studio (PLAN 342), DURP Bicycle BUET, Dhaka.
Library,
83.54
1.36
84.91
DTCB-2009 Volume Data
Total
5312.35
5226.7
85.65
Field Survey,2011

0.82
Trip Rate Calculation(Contd..)
Forecasting Development Traffic in 2013 (Section-7: BRTC Market-Technical)
- Total PCU Generated from the Under Construction Commercial Complex in 2013
Trip Rate-In Peak
(Per 1000 sq.ft./Per Hr. )

Area (sq.ft.)
195866.43

Area (sq.ft.)

195866.432

Trip Rate-In Peak
(Per 1 sq.ft./Per Hr. )

6.09
Trip Rate-In Peak
(Per 1000 sq.ft/Per Hr. )

6.09

Total Person
Trip(Per Hr.)

0.00609
Trip Rate-In Peak
(Per 1 sq.ft/Per Hr. )

0.00609

Total PCU/Hr

1193.31

Total Person Trip(Per Hr.)

1193.314712

331.08
Land Use Change Impact

Impact for Land Use Change (Mirpur Road)
Impact for Land Use Change (BRTC Market-Technical)
Impact for Development Traffic in 2013 (BRTC Market-Technical)
Land Use Change Impact(Contd..)
Impact for Land Use Change (Mirpur Road)
Capacity of Mirpur Road (Azimpur – Technical)
Direction

Bothway

Average
Carriageway
Width(feet)
82.4

No. of lanes
(Assuming 12’ as Per
Lane Width)
6.867

Standard
Capacity/Lane
(PCU/Hr)
1400

Total Capacity
(PCU/Hr)
6.867*1400 =
9613.33
Source: Field Survey 2011

Comparison of LOS for Land Use Change (for Peak Hourly Traffic Flow)
Traffic
Volume
Year 2006
Year 2011
(without Landuse
Change Traffic)

Estimated
Capacity

(PCU/hr)
4995.35

(PCU/hr)

(5351.53
-2703.77)
= 2647.76

Year 2011
( with Landuse
Change Traffic)

5351.53

V/C ratio

(Traffic Volume/Capacity)

Level of Service
(LOS)

0.52

A

0.28

A

0.54

A

9613.33
Land Use Change Impact(Contd..)
Impact for Land Use Change (BRTC Market-Technical)
Capacity of Section-7 (BRTC Market – Technical)
Direction

Average

No. of lanes

Carriageway

(Assuming 12’ as Per Capacity/Lane

Width(feet)

Lane Width)

Bothway

81.82

6.818

Standard

Total Capacity
(PCU/Hr)

(PCU/Hr)

1400

6.818*1400 = 9545.67
Source: Field Survey 2011

Comparison of LOS for Land Use Change (for Peak Hourly Traffic Flow)
Traffic
Volume
Year 2006
Year 2011
(without Landuse
Change Traffic)

Estimated
Capacity

(PCU/hr)
5021

(PCU/hr)

(5226.7594.7)
= 4632

Year 2011
( with Landuse
Change Traffic)

5226.7

V/C ratio
(Traffic volume/Capacity)

Level of
Service (LOS)

0.53

A

0.485

A

0.55

A

9545.67
Land Use Change Impact(Contd..)
Impact for Development Traffic in 2013 (BRTC Market-Technical)
Impact on LOS in 2013 for New Construction
Traffic Volume
(PCU/hr)

Year 2011
Year 2013
(without
Development
Traffic)

Estimated
Capacity
(PCU/hr)

V/C ratio
(Traffic volume/Capacity)

Level of
Service (LOS)

5226.7

0.55

A

5312.3

0.56

A

0.59

A

9545.67

Year 2013
( with
Development
Traffic)

(5312.3+331.1)
=5643.4
Major Findings
The average carriage way width of the road is 82.4 which is quite
satisfactory but the peak hourly traffic volume 5351.53 PCU is quite high.
Journey Speed and Spot Speed is deteriorating over the period.
Commercial and Educational land use change is in the dominating position
and Residential land use change is in a negative trend.
Peak hourly traffic volume from the land use is dominated by the
commercial land uses(1445.45 PCU/hr)
The vehicle capacity ratio (v/c) is increasing over the time which indicates
deterioration of the road condition according to the standards of the LOS.
Recommendations
Commercial land uses act as the major point of traffic generation and
attraction for this road, there should be strong restrictions, regulations and

guidelines for establishing any kind of new commercial land use along this
road.

Garments and Educational land use generate and attract a huge amount of
traffic at a specific time which creates a huge pressure on the road in a
certain time period. The establishment of any new Garments and
Educational institution should be strictly prohibited on this road to reduce
the peak hourly traffic flow.
References
• Sharmin N. Rupom N. J. and Sadat K.(2011) Developing a Generic Methodology for Traffic Impact Assessment of a Mixed land Use in
Dhaka City, (2011), Chapter (1-8), BURP Thesis of Group-02, DURP, BUET, Dhaka.
•Performance Impact of Transportation Policy Shift on Mirpur Road – A Comparative Analysis; (2006), Report of Group-(01,04),
Transportation Planning Studio (PLAN 342), DURP Library, BUET, Dhaka.
•Impacts of Policy Measures on Urban Transportation System: A Case Study of Mirpur Road; (2003), Report of Group-“Motion”,
Transportation Planning Studio (PLAN 342), DURP Library, BUET, Dhaka.
•Mitra, R. (2004), Land Use- Transportation Cycle Reexamined: A Case Study of Land Use Changes in Dhanmondi R/A and its Impacts on

Mirpur Road, World Habitat Day 2004 Souvenir, Centre for Urban Studies (CUS) and Bangladesh Institute of Planners (BIP), Dhaka,
Bangladesh.
•Rahman M. M. (2006), “Study of parking Facility for the New Market Shopping Zone in Dhaka City ” Unpublished MURP Thesis,
Department of Urban and Regional Planning, Bangladesh University of Engineering and Technology, Dhaka.
•Kadiyali L.R. (2003), “Traffic Engineering and Transport Planning” Sixth Edition, Khanna Publishers, New Delhi.(page: 823-828)
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Impact of Different Types of Land Use on Transportation System of Dhaka City : A Case Study of Mirpur Road

  • 1. Impact of Different Types of Land Use on Transportation System of Dhaka City: A Case Study of Mirpur Road and Its Adjacent Land Uses Presented by : Shancharpath Rifat Rahman (06 15 005) Nabila Nur Kuhu (06 15 009) Shahadat Hossain Shakil (06 15 020) Khaled Bin Abdul Quader (06 15 030)
  • 2. Study Area Profile Mirpur Road (BRTC Market-Technical) Dhaka, Bangladesh Section-7 One of the Busiest Mirpur RoadCity End Section of Road of the -Mirpur Road Almost Linear in Shape Length : 1.05 km Dual Carriageway 1 Major Intersection – Technical Intersection Length : 8.05 km (Azimpur to Gabtoli) 7.40 km (Azimpur to Technical) High Traffic Congestion in the Peak Period Source: GIS Database, Sheltech (Pvt.) Ltd. (Consultancy Division) Ltd. (Consultancy Division) Source: GIS Database, Sheltech (Pvt.) Source: MediaFire; URL: http://www.mediafire.com/?zzmk4fkmnoiyzkj; Retrieved On: 27th April,2010
  • 3. Objectives To explore the current pattern of land use distribution and traffic condition. To identify the trip rate for different types of land use. Identifying the impact of land use change on transportation system.
  • 4. Methodology Project Identification and Selection of Study Area Literature Review Fixation of the Objectives Data Collection Primary Data Secondary Data Geometric Feature Survey of the Road Base Map Collection Roadside Land Use Survey Cross-Sectional Element Data of Road Trip Rate Analysis & Modal Share Survey Previous Land Use Distribution Data Traffic Volume Survey Previous Traffic Volume Data Journey and Spot Speed Survey Previous Speed Data Data Compilation Exploring the Current Land Use Pattern and Traffic Condition Trip Rate Calculation for Different Types of Land Use Impact Analysis for Land Use Change Major Findings and Recommendations Preparation of the Final Report
  • 5. Present Traffic Condition and Land Use Pattern Traffic Condition: Capacity Geometric Features Ele me nts Av Elements Maximum(ft) Average(ft) Right of Direction way era t) 101.45 Mi 41.2 Av. Carriageway Width(feet) Lane width 11.26 (S-N) ni Ma xim Carriage way Minimum(ft) ge(f m(f (N-S) 61.5 mu um 130.1 t) (ft) 40.94 Rig 101. 130 ht 45 .1 52 6 1. of 5 wa 23 23.5 41.46 9 y Capacity(PCU/Hour) Median 4.6 Ca 41.2 rri 4895.124 11.3 52 age Foot path -Assuming 12’ as Per Lane Width NMT lane 7.78 4928.02 2.1 5 wa 15.75 11.2 ne 23 6 2.5 54 y La 24.58 2 3. 16 9 wid th -Design Capacity of Urban Arterial Road is 1400 PCU/Lane/Hour According to DITS (1994) •Total 62 intersections (43-T intersection; 7-Y intersection; 12 - 4 leg intersection) Me 4.6 11. 2. 3 1 15. 2. 75 dia 5 54 1 n Foo 7.78 •18-signalized and others un-signalized t pat h N •7 foot over bridges 24.5 M 8 6 T lan e Source: Field Survey, 2011 Source: Field Survey, 2011
  • 6. Present Traffic Condition and Land Use Pattern(Contd..) Traffic Condition: Traffic Condition: Volume Modal Share Ele Volume (PCU/ Hour) me nts Direction Av Peak era Off-Peak Average 1279.11 1735.33 1620.31 ge(f 2149.33 3399.99 4621.97 t) North bound 2083.62 Mi 2437.89 ni xim South bound Ma mu um m(f t) (ft) Rig 5351.53 130 6 ht Both Side(Av.) 101. 45 .1 1. of 5 wa y Ca 41.2 52 2 rri 3. age 5 wa y La 11.2 ne 6 23 9 11. 2. 3 1 15. 2. 75 5 54 1 wid th Me 4.6 dia n Foo 7.78 t pat h N 24.5 M 8 6 T lan e Source: Field Survey, 2011
  • 7. Present Traffic Condition and Land Use Pattern(Contd..) Traffic Condition: Traffic Condition: Level Speed – Spot Speed of Service Comparison for Journey Speed Speed – Journey Speed Journey Speed Comparision Direction(Northbound) Spot Speed Comparision 30 27.86 45 Year Speed Level of Service 38.25 40 25 2003 14.45 21 F 35 32.5 18.4 20 2006 17.20 27.86 D 15.94 27.685 30 14.45 25.575 15 2011 15.94 E 25 10 Source: 20 Direction(Southbound) 5 15 Year Speed 10 0 2003 17.20 Journey Speed-2003(K.P.H) Journey Speed-2006(K.P.H) 5 0 2006 21 Southbound Northbound Bus 2011 18.4 Level of Service E Journey Speed-2011(K.P.H) E Car E •Impacts of Policy Measures on Urban Transportation System: A Case Study of Mirpur Road; (2003), Report of Group-“Motion”, Transportation Speed-2003(K.P.H) Speed-2011(K.P.H) Planning Studio (PLAN 342), DURP Library, BUET, Dhaka. Source: •Performance Impact of Transportation Policy Shift on Mirpur Road – A Comparative Analysis; (2006), Report of Group-(01,04), Transportation •Impacts of Policy Measures on Urban Transportation System: A Case Study of Mirpur Road; (2003), Report of Group-“Motion”, Transportation Planning Studio (PLAN 342), DURP Library, BUET, Dhaka. Planning Studio (PLAN 342), DURP Library, BUET, Dhaka. •Field Survey, 2011 •Field Survey, 2011
  • 8. Present Traffic Condition and Land Use Pattern(Contd..) Land Use Pattern(2011): Land Use Change(2007-2011): Mirpur Road Mirpur Road Under Construction 1.46 Residential -26.50 0% Commercial 15% Others 10.68 Education & Research Office 6.98 Garments Mixed 10% 1.93 Hospital Mixed Hospital 6.79 5% Office Garments 3% 2.29 Others Education & Research 13% Residential Commercial 1% Under construction -30.00 -20.00 -10.00 0.00 10.00 Change Percentage(%) 27% 18.24 26% 20.00 25.11 30.00 Source: Field Survey, 2011 Source: Field Survey, 2011; GIS Database 2007,Sheltech (Pvt.) Limited
  • 9. Present Traffic Condition and Land Use Pattern(Contd..) Land Use Pattern(2011): Land Use Change(2007-2011): Section-7: BRTC Market-Technical Section-7: BRTC Market-Technical 11% Others -4.07 4% 0% Garments 12% Office 3.45 Residential 21% Education & Research 17.51 Hospital 2.72 Office 59.11 Garments 25% Commercial Activity -20.00 Residential 0.00 Hospital Education & Research Commercial Activity 27% 13.15 0.00 20.00 Others 40.00 Change Percentage(%) 60.00 80.00 Source: Field Survey,2011 Source: Field Survey, 2011;GIS Database 2007,Sheltech (Pvt.) Limited
  • 10. Trip Rate Calculation Land Use Type No. of Sample Surveyed Highest Hourly Trip Rate (Per 1000 sq.ft.) Commercial 5 6.09 Residential 4 1.11 Educational 3 95.98/1000 Student Hospital 3 13.31 Office 3 8.66 Garments 2 37.77 Total 8 Hour Survey Conducted for Every Sample of All Land Use Type Source: Field Survey,2011
  • 11. Trip Rate Calculation(Contd..) Land Use Change Traffic Land Use Change Traffic(PCU/Hr) Land Use Change Traffic(PCU/Hr) Calculation Procedure Mirpur Road Section-7(BRTC Market-Technical) 1600 Changed Person 1445.45 Modal Trip Rate Area -“Educational” -“Educational” and “Others” and “Others” isis excluded excluded from the from the calculation calculation Trip 1400 400.00 1200 350.00 300.00 1000 250.00 200.00 800 150.00 600 100.00 50.00 400 0.00 200 0 -200 -400 Occupancy No. of Total 2628.05 (PCU/Hr) Rate Vehicles Total 594.66 (PCU/Hr) 365.07 Share(%) Vehicle Trip PCE Value PCU/Hr Total 869.68 123.68 93.63 514.72 12.28 Commercial Residential Activity Hospital 50.14 Garments Commercial Residential Hospital -251.94 Garments Office
  • 12. Trip Rate Calculation(Contd..) Forecasting Traffic Volume for 2013 (Section-7: BRTC Market-Technical) -Forecasted VolumeAnnual Growth Rate - Derivation of the Traffic Volume(PCU/Hr) Forecasted 6000 Present Increased Peak Hourly Peak Hourly Annual Growth Forecasted Increase in Annual (from Volume-2011 Volume 5000 Rate for 2 years Volume for 2013 Volume Volume Growth Rate (%) (PCU/Hr) 5 Years growth rate) Mode Growth (2006) (2011)4000 for 2013 3000 1 2 3=(2*1) 4=(1+3) 2000 5021 5226.7 205.7 41.14 Car 1104.14 18.093 1122.23 1000 93.55 Microbus 1.53 95.083 Office Vehicle 0.19 12.10 0 11.91 2009 Taxi 59.13 2006 0.96 2011 60.10 Peak CNG Volume(PCU/Hr) Hourly 4826.5 386.66 5021 6.33 5226.7 393 Off-Peak Hourly Bus 2121.72 (0.82*2)/100 34.76 2156.49 4103 4075.1 3338.3 Volume(PCU/Hr) School Bus 0.73 0.01 0.74 = Average Hourly Human 0.016 4632.8 4460 3997.4 Volume(PCU/Hr) Hauler 45.27 0.74 46.01 Source: Motorcycle 166.91 2.73 169.64 Performance Impact of Transportation Policy Shift on Mirpur Road – A Comparative Analysis; (2006), Report of Group-(01,04), Transportation Rickshaw 1153.10 18.89 1172 Planning Studio (PLAN 342), DURP Bicycle BUET, Dhaka. Library, 83.54 1.36 84.91 DTCB-2009 Volume Data Total 5312.35 5226.7 85.65 Field Survey,2011 0.82
  • 13. Trip Rate Calculation(Contd..) Forecasting Development Traffic in 2013 (Section-7: BRTC Market-Technical) - Total PCU Generated from the Under Construction Commercial Complex in 2013 Trip Rate-In Peak (Per 1000 sq.ft./Per Hr. ) Area (sq.ft.) 195866.43 Area (sq.ft.) 195866.432 Trip Rate-In Peak (Per 1 sq.ft./Per Hr. ) 6.09 Trip Rate-In Peak (Per 1000 sq.ft/Per Hr. ) 6.09 Total Person Trip(Per Hr.) 0.00609 Trip Rate-In Peak (Per 1 sq.ft/Per Hr. ) 0.00609 Total PCU/Hr 1193.31 Total Person Trip(Per Hr.) 1193.314712 331.08
  • 14. Land Use Change Impact Impact for Land Use Change (Mirpur Road) Impact for Land Use Change (BRTC Market-Technical) Impact for Development Traffic in 2013 (BRTC Market-Technical)
  • 15. Land Use Change Impact(Contd..) Impact for Land Use Change (Mirpur Road) Capacity of Mirpur Road (Azimpur – Technical) Direction Bothway Average Carriageway Width(feet) 82.4 No. of lanes (Assuming 12’ as Per Lane Width) 6.867 Standard Capacity/Lane (PCU/Hr) 1400 Total Capacity (PCU/Hr) 6.867*1400 = 9613.33 Source: Field Survey 2011 Comparison of LOS for Land Use Change (for Peak Hourly Traffic Flow) Traffic Volume Year 2006 Year 2011 (without Landuse Change Traffic) Estimated Capacity (PCU/hr) 4995.35 (PCU/hr) (5351.53 -2703.77) = 2647.76 Year 2011 ( with Landuse Change Traffic) 5351.53 V/C ratio (Traffic Volume/Capacity) Level of Service (LOS) 0.52 A 0.28 A 0.54 A 9613.33
  • 16. Land Use Change Impact(Contd..) Impact for Land Use Change (BRTC Market-Technical) Capacity of Section-7 (BRTC Market – Technical) Direction Average No. of lanes Carriageway (Assuming 12’ as Per Capacity/Lane Width(feet) Lane Width) Bothway 81.82 6.818 Standard Total Capacity (PCU/Hr) (PCU/Hr) 1400 6.818*1400 = 9545.67 Source: Field Survey 2011 Comparison of LOS for Land Use Change (for Peak Hourly Traffic Flow) Traffic Volume Year 2006 Year 2011 (without Landuse Change Traffic) Estimated Capacity (PCU/hr) 5021 (PCU/hr) (5226.7594.7) = 4632 Year 2011 ( with Landuse Change Traffic) 5226.7 V/C ratio (Traffic volume/Capacity) Level of Service (LOS) 0.53 A 0.485 A 0.55 A 9545.67
  • 17. Land Use Change Impact(Contd..) Impact for Development Traffic in 2013 (BRTC Market-Technical) Impact on LOS in 2013 for New Construction Traffic Volume (PCU/hr) Year 2011 Year 2013 (without Development Traffic) Estimated Capacity (PCU/hr) V/C ratio (Traffic volume/Capacity) Level of Service (LOS) 5226.7 0.55 A 5312.3 0.56 A 0.59 A 9545.67 Year 2013 ( with Development Traffic) (5312.3+331.1) =5643.4
  • 18. Major Findings The average carriage way width of the road is 82.4 which is quite satisfactory but the peak hourly traffic volume 5351.53 PCU is quite high. Journey Speed and Spot Speed is deteriorating over the period. Commercial and Educational land use change is in the dominating position and Residential land use change is in a negative trend. Peak hourly traffic volume from the land use is dominated by the commercial land uses(1445.45 PCU/hr) The vehicle capacity ratio (v/c) is increasing over the time which indicates deterioration of the road condition according to the standards of the LOS.
  • 19. Recommendations Commercial land uses act as the major point of traffic generation and attraction for this road, there should be strong restrictions, regulations and guidelines for establishing any kind of new commercial land use along this road. Garments and Educational land use generate and attract a huge amount of traffic at a specific time which creates a huge pressure on the road in a certain time period. The establishment of any new Garments and Educational institution should be strictly prohibited on this road to reduce the peak hourly traffic flow.
  • 20. References • Sharmin N. Rupom N. J. and Sadat K.(2011) Developing a Generic Methodology for Traffic Impact Assessment of a Mixed land Use in Dhaka City, (2011), Chapter (1-8), BURP Thesis of Group-02, DURP, BUET, Dhaka. •Performance Impact of Transportation Policy Shift on Mirpur Road – A Comparative Analysis; (2006), Report of Group-(01,04), Transportation Planning Studio (PLAN 342), DURP Library, BUET, Dhaka. •Impacts of Policy Measures on Urban Transportation System: A Case Study of Mirpur Road; (2003), Report of Group-“Motion”, Transportation Planning Studio (PLAN 342), DURP Library, BUET, Dhaka. •Mitra, R. (2004), Land Use- Transportation Cycle Reexamined: A Case Study of Land Use Changes in Dhanmondi R/A and its Impacts on Mirpur Road, World Habitat Day 2004 Souvenir, Centre for Urban Studies (CUS) and Bangladesh Institute of Planners (BIP), Dhaka, Bangladesh. •Rahman M. M. (2006), “Study of parking Facility for the New Market Shopping Zone in Dhaka City ” Unpublished MURP Thesis, Department of Urban and Regional Planning, Bangladesh University of Engineering and Technology, Dhaka. •Kadiyali L.R. (2003), “Traffic Engineering and Transport Planning” Sixth Edition, Khanna Publishers, New Delhi.(page: 823-828)
  • 21. Thanks for your patience... Q/A