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IRC 102 : 1988
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Traffic Studies for Planning Bypasses Around Towns

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CurrentEssentialGuidelinesTransportation · Traffic Engineering / Planning
OverviewValues10InternationalTablesFAQ15Related

Overview

IRC 102:1988 is the Indian Standard (IRC) for traffic studies for planning bypasses around towns. IRC 102:1988 provides methodology for planning bypass roads around congested towns — a common NH/SH intervention in India where trunk routes pass through urban cores. Bypass types: full bypass (entire through-traffic diverted), partial bypass, ring road (encircling urban area), or service road (parallel). Justification requires: through-traffic > 30% of total, peak speed < 40 kmph in town, congestion/safety issues, projected growth > 7%. O-D (origin-destination) surveys at 3-5 stations around town for 3-4 days identify through vs local traffic. Economic evaluation uses Benefit-Cost ratio with benefits from time savings, fuel savings, Vehicle Operating Cost reduction, accident cost reduction, and emissions reduction. Amendment No. 1 (2015) updated with environmental (IRC 104) clearance requirements. Amendment No. 2 (2022) aligned with Bharatmala Pariyojana, a major NH upgrade programme with bypasses as central element. Many Indian NH now have operational bypasses (e.g., Nashik, Aurangabad, Amritsar, Ludhiana, Moradabad, Bareilly) — improving through-traffic speed from 25-35 kmph to 70-90 kmph. Bypass projects typically 20-50 km long, ₹500-2500 crore cost, 4-7 year construction. Proper IRC 102 studies prevent under-design (capacity insufficient) or over-design (economic inefficiency).

Specifies methodology for traffic studies required to justify, plan, and design bypass roads around congested towns/cities on National and State Highways — including O-D surveys, through-traffic estimation, and economic evaluation.

Status
Current
Usage level
Essential
Domain
Transportation — Traffic Engineering / Planning
Type
Guidelines
Amendments
Amendment No. 1 (2015) — environmental clearance alignment with IRC 104; Amendment No. 2 (2022) — Bharatmala Pariyojana alignment, bypass as core NH upgrade element
Typically used with
IRC 9IRC 64IRC 108IRC 86IRC SP 84IRC SP 79IS 104
Also on InfraLens for IRC 102
10Key values5Tables15FAQs
Practical Notes
! Bharatmala Pariyojana (2017-2028) includes 400+ bypasses as core programme element. IRC 102 methodology applied systematically across NH upgrades. Budget ₹7 lakh crore total program.
! Through-traffic measurement is critical — overestimation causes over-designed expensive bypass; underestimation means capacity inadequate within 5-7 years of opening.
! O-D survey via roadside interview: traditional method; labour-intensive but accurate. Modern alternative: license-plate matching between stations using cameras; 50-70% cheaper, 2-3× faster.
! GPS-based mobility data (Google, Uber, MapMyIndia): emerging source for O-D. Cost-effective, 30-day continuous data. Needs data access agreements.
! Bypass justification threshold 30% through-traffic often disputed — political pressure for bypasses at 15-25% through. IRC 102 provides objective criteria; adhere to prevent wasted investment.
! Town peak speed < 40 kmph (IRC 102 criterion): measure via floating car runs in town during morning and evening peaks. If > 40 kmph, other interventions (signal coordination, lane management) may suffice without bypass.
! Route alternatives: 2-4 typically evaluated. Ring road (encircling town) most expensive but best for symmetric growth. Single-side bypass cheaper for directional traffic flow.
! Land acquisition: typically 60-70% of bypass project time. Land Acquisition Act (LARR 2013) requires rehabilitation + resettlement for affected families. Budget ₹50 lakh-5 crore per hectare depending on location.
! Environmental clearance (IRC 104): 18-24 months typical. Wildlife corridor considerations, flora/fauna surveys, socio-economic impact. MoEFCC (central) or SEIAA (state) clearance.
! Economic evaluation: time savings benefit typically 40-60% of total benefit. Fuel savings 20-30%. Accident reduction 10-20%. Emissions reduction 5-10%.
! B/C ratio thresholds: > 1.0 viable; > 1.5 robust; > 2.0 strong case. Sensitivity analysis (±25% variation) checks resilience.
! Interchange design: bypass-town connections critical. Poor design creates congestion AT interchange — defeats bypass purpose. Design interchanges for 30-year peak traffic.
! Service roads: parallel to bypass for local traffic; essential for dense-populated town approaches. Often afterthought in DPR — plan from start.
! Toll bypass (BOT): popular in early 2000s-2010s. Now largely replaced by EPC (Engineering-Procurement-Construction) + toll by NHAI. Reason: BOT concessionaire financial stress from traffic underperformance.
! Traffic deflection to bypass: typical 60-80% of through-traffic diverts in Year 1; reaches 85-95% by Year 3. Remaining users continue through-town for local stops.
! Town-core impact of bypass: through-traffic reduction reduces congestion, pollution, accident rate. Local businesses sometimes worried about reduced pass-through customers — empirical data: commercial activity often increases (better accessibility, cleaner environment).
! Bypass quality: often 4-lane divided (future-proof to 6-lane); design speed 80-100 kmph; grade-separated interchanges at major roads; service roads for local.
! Post-commissioning monitoring (Clause 15): bi-annual traffic counts for first 5 years verify design assumptions. Identify additional capacity needs.
! Examples of Indian bypasses: Nashik, Aurangabad, Amritsar, Ludhiana, Moradabad, Bareilly, Mysore, Cochin, Ahmedabad-Vadodara section bypasses — all improved through-traffic speed from 25-35 kmph (in-town) to 70-90 kmph (on bypass).
! Urban ring roads: Delhi, Mumbai, Bangalore, Chennai have fully or partially operational ring roads. IRC 102 + IRC SP 84 combined. Costs ₹50-150 crore/km due to land + structures.
bypassring roadthrough trafficO-D studytown congestionIRC

International Equivalents

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Key Values10

Quick Reference Values
through traffic threshold pct30
town peak speed threshold kmph40
growth threshold pct annual7
OD stations count3-5
OD duration days3-4
OD sampling pct5-10
BC ratio viable> 1.0
BC ratio robust> 1.5
projection years30
clearance timeline months18-24
Key Formulas
Through Traffic% = (vehicles with O&D outside town) / total traffic × 100
Benefit-Cost Ratio = NPV(Benefits) / NPV(Costs); typical viable > 1.0; robust > 1.5
Time Savings Benefit = Σ (trip volume × time saved × value of time)

Tables & Referenced Sections

Key Tables
Table 2.1 — Bypass types and applications
Table 3.1 — Justification thresholds
Table 4.1 — O-D survey sampling
Table 8.1 — Economic evaluation components
Table 9.1 — Sensitivity testing parameters
Key Clauses
Cl. 2 — Bypass types: (A) Full bypass (entire through-traffic diverted), (B) Partial bypass (some traffic diverted, local remains), (C) Ring road (urban area encircled), (D) Service road (parallel to existing, separating through and local)
Cl. 3 — Justification criteria: town through-traffic > 30% of total; town speed < 40 kmph during peak; congestion/safety issues; projected growth > 7% annually
Cl. 4 — O-D (origin-destination) study: roadside interview at 3-5 stations around town; minimum 3 days weekday + 1 day weekend; sample 5-10% of passing vehicles; identify through vs local traffic
Cl. 5 — Through traffic calculation: Through% = (vehicles with O&D outside town) / total traffic × 100. Threshold for bypass justification: 30%+
Cl. 6 — Traffic growth projection: use IRC 108 methodology; typical 5-8% annually; 30-year projection for investment decision
Cl. 7 — Route alternatives: evaluate 2-4 alternative alignments; considerations (1) land acquisition cost, (2) environmental impact (avoid protected areas per IRC 104), (3) geometric feasibility, (4) utility relocation
Cl. 8 — Economic evaluation: Benefit-Cost (B/C) ratio; benefits include time savings (through + local), fuel savings, vehicle operating cost (VOC) reduction, accident cost reduction, emissions reduction
Cl. 9 — Sensitivity analysis: test B/C ratio against ±25% variation in traffic growth, construction cost, time value. Robust projects have B/C > 1.5 in all scenarios
Cl. 10 — Bypass geometric standards: per IRC 86 for rural areas; IRC SP 84 for expressway-type bypasses; consider future urban expansion boundaries
Cl. 11 — Interchange design: interchanges at major city-access roads; service roads for local connectivity; NH/SH standard signage per IRC 67
Cl. 12 — Environmental clearance: bypasses typically require MoEFCC clearance per IRC 104; 18-24 month timeline
Cl. 13 — Funding: NHAI for NH bypasses; state PWD for SH; PPP BOT for toll bypasses; combination common
Cl. 14 — Phasing: Phase 1 (ASAP) — the through-traffic-heaviest section; Phase 2-3 — complete ring or extension. Enables quicker realization of benefits
Cl. 15 — Post-commissioning monitoring: 2-5 year traffic survey to verify design assumptions; identify any need for additional capacity

Related Resources on InfraLens

Cross-Referenced Codes
IRC 9:1972Traffic Census on Non-Urban Roads
→
IRC 64:2017Guidelines for Capacity of Roads in Rural Are...
→
IRC 108:1996Guidelines for Traffic Prediction on Rural Hi...
→
IRC 86:2018Geometric Design Standards for Rural Highways
→
IRC SP 84:2019Manual of Specifications and Standards for Ex...
→
IRC SP 79:2008Tentative Specifications for Stone Matrix Asp...
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IS 104:2017Ready Mixed Paint, Brushing, Zinc Chrome, Pri...
→

Frequently Asked Questions15

When is a bypass justified?+
Per Clause 3: through-traffic > 30% of total; peak town speed < 40 kmph; congestion/safety issues; projected growth > 7% annually. All criteria should be met for investment justification.
What is an O-D survey?+
Per Clause 4: Origin-Destination survey. Roadside interviews at 3-5 stations around town for 3-4 days (weekday + weekend), sample 5-10% of vehicles. Identifies through-traffic (origin AND destination outside town) vs local traffic.
What are the types of bypasses?+
Per Clause 2: (A) Full bypass — entire through-traffic diverted, (B) Partial — some through-traffic diverted, (C) Ring road — urban area encircled, (D) Service road — parallel to existing, separating through and local.
How is economic evaluation done?+
Per Clause 8: Benefit-Cost (B/C) ratio. Benefits: time savings, fuel savings, Vehicle Operating Cost reduction, accident cost reduction, emissions reduction. Costs: construction, land acquisition, O&M. B/C > 1.0 viable; > 1.5 robust.
What sensitivity analysis is required?+
Per Clause 9: test B/C ratio against ±25% variation in traffic growth, construction cost, time value. Robust projects have B/C > 1.5 in all scenarios. Sensitivity analysis identifies vulnerabilities.
How long does a bypass project take?+
Total 6-10 years: feasibility study (1 yr), DPR (1 yr), environmental clearance (1.5-2 yr), land acquisition (2-3 yr), construction (3-5 yr). Land acquisition is typically 60-70% of total time. Plan realistically.
What is the cost of a bypass?+
20-50 km typical length; ₹500-2500 crore cost. Cost per km: ₹15-50 crore for rural bypass; ₹50-150 crore for urban ring road with interchanges and structures. Varies by terrain, land cost, structures required.
Who funds bypasses?+
Per Clause 13: NHAI for NH bypasses; state PWD for SH; PPP BOT previously but now largely EPC + toll by NHAI; combination common. Bharatmala Pariyojana funds major NH bypasses.
How much through-traffic shifts to bypass?+
Typical: 60-80% in Year 1; 85-95% by Year 3. Remaining users continue through-town for local stops. Rapid adoption once bypass operational.
Does bypass reduce town-core business?+
Concern often raised but empirical data shows: commercial activity typically INCREASES after bypass — reduced congestion/pollution, better accessibility, cleaner environment. Tourism and retail actually benefit.
What bypass geometric standards?+
Per Clause 10: for rural bypass (IRC 86 standards, 80-100 kmph design speed, 4-lane divided); for expressway-type bypass (IRC SP 84 standards, 120 kmph, 6-lane divided). Future urban expansion must be considered.
What about environmental clearance?+
Per Clause 12 and IRC 104: bypasses typically require MoEFCC central clearance (Category A). 18-24 month timeline. Considerations: wildlife corridors, cultural heritage, forest diversion, CRZ (coastal). Plan with substantial buffer.
Can bypass be phased?+
Per Clause 14: yes, Phase 1 (ASAP) — the through-traffic-heaviest section. Phase 2-3 — complete ring or extension. Phased delivery realizes benefits sooner. Common for multi-district bypasses.
Why use IRC 108 with IRC 102?+
IRC 102 covers bypass justification; IRC 108 covers traffic forecasting methodology. Combined use for traffic growth projection — essential for bypass economic evaluation.
What is a typical bypass project schedule?+
Year 1-2: Feasibility + DPR. Year 3: Environmental clearance initiated. Year 3-5: Land acquisition. Year 5-9: Construction. Year 10: Commissioning + tolling. Year 10-15: Monitoring + capacity enhancement if needed.

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