Academic Editor: Firstname Lastname Received: date Revised: date Accepted: date Published: date Citation: To be added by editorial staff during production. Copyright: © 2025 by the authors. Submitted for possible open access publication under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). |
Cause | Impact on Traffic Flow | Supporting Evidence / Observation | Suggested Mitigation Measure | Frequency (%) |
|---|---|---|---|---|
BRT corridor narrowing near stations | Reduced lane width and bottleneck formation, particularly during peak hours [29] | Field observations at Saddar and University Road show lane widths reduced to below 9 ft near BRT stations | Improve lane geometry, provide clear markings, and regulate parking around stations | 85 |
Poor road surface and drainage conditions | Vehicle slowdown and lateral movement due to potholes and water accumulation | Observed along multiple sections during rainy conditions causing intermittent stoppages | Regular maintenance and surface rehabilitation; upgrade drainage facilities | 80 |
Insufficient designated parking spaces | Vehicles occupy traffic lanes, reducing effective capacity | Noted near Amin Hotel and PC Hotel during business hours | Develop off-street parking and implement strict no-parking enforcement | 78 |
Commercial and institutional activity concentration | High vehicle and pedestrian interaction leading to recurrent congestion | Heavy inflow observed near markets, hospitals, and universities along the 16 km corridor | Introduce time-based restrictions, pedestrian crossings, and coordinated signals | 73 |
Absence of lane markings and signage | Disorganized movement, unsafe overtaking, and reduced throughput | Identified at Army Stadium and Jalil Kabab House intersections | Apply reflective markings, lane dividers, and modern traffic control devices | 70 |
Improper location of police checkpoints | Artificial bottlenecks and queue build-ups during inspections | Queue formation observed near PC Hotel and University Road in peak periods | Relocate checkpoints to service lanes or wider sections | 65 |
Encroachment and roadside vendors | Reduced carriageway width and obstruction of traffic flow | Noted at Gulbahar and Firdous areas | Implement strict anti-encroachment measures and provide alternative vending zones | 60 |
Weak enforcement and poor driver discipline | Frequent violations, lane changing, and wrong-side driving | Reported by survey respondents and supported by traffic police feedback | Strengthen enforcement, awareness programs, and use automated monitoring | 72 |
Multi Criteria Overlay Weights | ||
|---|---|---|
Ranks | Criteria | Weights |
1 | Build Up Areas | 35 |
2 | Educational Facilities | 20 |
3 | Roads | 15 |
4 | Health Facilities | 10 |
5 | Markets | 10 |
6 | Banks | 5 |
7 | Tourism Spots | 5 |
Vehicle Type | Car | Motorcycle | Mazda Coaster | Rickshaw/Qingqi | Pickup/ Delivery Truck | Suzuki/ Wagon | 2-Axle | 3-Axle | 4-Axle | 5-Axle | 6- Axle | Large Bus | Animal Driven Cart | Bi-Cycle | Tractor |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
PCU Factors | 1 | 0.5 | 2 | 0.75 | 1.5 | 2 | 2.5 | 3 | 3.5 | 4 | 4 | 3 | 4.5 | 0.3 | 4 |
Passenger Car Unit (P.C.U) Analysis | |||||||
|---|---|---|---|---|---|---|---|
Congestion Hotspots | No. of Lanes | P.C.U Allowable Limit (Ci = 2000 pcu/lane/hr) | AADT | Peak Hour Time | Peak Hour Volume (veh/hr) | Peak Hour P.C.U (pcu/hr) | Congestion Status (Yes/NO) |
Amin Hotel | 3 | 6000 | 42606 | 10:15am-11:15am | 8320 | 8650 | Yes |
PC Hotel | 4 | 8000 | 36991 | 09:45am-10:45am | 7255 | 8049 | Yes |
Army Stadium | 3 | 6000 | 31253 | 09:15am-10:15am | 6155 | 7274 | Yes |
Jalil Kabab House | 3 | 6000 | 32828 | 12:45pm-1:45pm | 6735 | 7836 | Yes |
Congestion Hotspots | No. of Lanes (L) | Ideal Capacity (Ci = 2000 pcu/lane/hr) | Adjustment Factor for Restricted Land Width and Side Adjustment (Fw) | Non-Regular Driver Adjustment Factor (Fp) | Heavy Vehicle Adjustment Factor (Fhv = 1/1 + PT(ET-1)) | Capacity (C = NxCixFwxFpxFhv) |
|---|---|---|---|---|---|---|
Amin Hotel | 3 | 6000 | 0.92 | 1 | 0.997 | 5504 |
PC Hotel | 4 | 8000 | 0.8 | 1 | 0.996 | 6475 |
Army Stadium | 3 | 6000 | 0.92 | 1 | 0.998 | 5508 |
Jalil Kabab House | 3 | 6000 | 0.92 | 1 | 0.997 | 5503 |
Congestion Hotspots | P.C.U (Peak 15min) | Service Flow Rate (SF = P.C.U(Peak15min)x4) | Capacity of Road | V/C= (SF/Capacity of Road) | Level of Service | Congestion Status (Yes/No) |
|---|---|---|---|---|---|---|
Amin Hotel | 2271 | 9083 | 5504 | 1.65 | F | Yes |
PC Hotel | 2143 | 8573 | 6475 | 1.32 | F | Yes |
Army Stadium | 1856 | 7424 | 5508 | 1.35 | F | Yes |
Jalil Kabab House | 2067 | 8268 | 5503 | 1.50 | F | Yes |
Point | Criterion | ||||
|---|---|---|---|---|---|
Max Capacity of Road | SF | V/C | Total traffic | P.C.U. peak hour | |
Amin Hotel | 5504 | 9083 | 1.65 | 42606 | 8650 |
PC Hotel | 6475 | 8573 | 1.32 | 36991 | 8049 |
Army Stadium | 5508 | 7424 | 1.35 | 31253 | 7274 |
Jalil Kabab House | 5503 | 8268 | 1.5 | 32828 | 7836 |
Shannon Entropy | Criterion | ||||
|---|---|---|---|---|---|
Max Capacity of Road | SF | V/C | Total traffic | P.C.U. peak hour | |
0.998 | 0.998 | 0.997 | 0.995 | 0.999 | |
0.002 | 0.002 | 0.003 | 0.005 | 0.001 | |
0.14 | 0.14 | 0.22 | 0.40 | 0.10 | |
Point | Rank | |||
|---|---|---|---|---|
Amin Hotel | 0.01 | 0.07 | 0.85 | 1 |
PC Hotel | 0.04 | 0.04 | 0.47 | 2 |
Army Stadium | 0.07 | 0.00 | 0.03 | 4 |
Jalil Kabab House | 0.06 | 0.02 | 0.24 | 3 |
Criterion | From | To |
|---|---|---|
Max Capacity of road | 0 | 0.37 |
SF | 0 | 1 |
V/C | 0 | 1 |
Total traffic | 0 | 1 |
P.C.U. peak hour | 0 | 1 |