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Specifications for Dense Bituminous Macadam and Bituminous Concrete for Airfield Pavements (First Revision)
2019 Edition

IRC 105:2019 outlines the standards and protocols for Dense Bituminous Macadam (DBM) and Bituminous Concrete (BC) mixtures utilized in airfield pavements. It includes guidelines on material selection, mix formulation, construction practices, quality assurance, and testing procedures to ensure robust and reliable runway, taxiway, and apron surfaces. This code is vital for professionals engaged in the design, construction, and upkeep of airfield pavement systems, detailing specifications on bitumen types, aggregate characteristics, layer dimensions, compaction methods, and environmental factors unique to airfield environments.

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What This Standard Covers

IRC 105:2019 outlines the standards and protocols for Dense Bituminous Macadam (DBM) and Bituminous Concrete (BC) mixtures utilized in airfield pavements. It includes guidelines on material selection, mix formulation, construction practices, quality assurance, and testing procedures to ensure robust and reliable runway, taxiway, and apron surfaces. This code is vital for professionals engaged in the design, construction, and upkeep of airfield pavement systems, detailing specifications on bitumen types, aggregate characteristics, layer dimensions, compaction methods, and environmental factors unique to airfield environments.

Who Uses This Standard

  • Engineers specializing in pavement design
  • Contractors working on airport infrastructure
  • Inspectors responsible for quality assurance
  • Laboratories conducting material testing
  • Maintenance engineers for airports
  • Project supervisors in airfield development
  • Civil engineers focused on airfield pavement systems

Key Topics Covered

Classification and standards for dense graded bituminous mixtures in airfield applications
Criteria for selecting and grading aggregates and bituminous binders
Mix formulation requirements including the Marshall Method
Procedures for mixing, placement, spreading, and compaction
Climatic and environmental constraints affecting bituminous laying
Control of layer thickness and pavement surface levels
Quality assurance tests and minimum sampling frequencies during construction
Methods for evaluating moisture damage and stripping resistance
Temperature management during mixing, laying, and compaction
Application of Polymer Modified Bitumen (PMB) for pavements subjected to heavy aircraft loads
Standards for surface texture and smoothness
Field density evaluation and acceptance standards
Calibration protocols and operation of hot mix plants
Guidelines for handling and storing bituminous materials
Types of rollers and recommended rolling techniques for compaction

Table of Contents

1Scope of the Standard
2Varieties of Dense Graded Bituminous Mixtures and Their Applications
3Material Specifications and Mix Design Criteria
4Execution of Construction Activities
5Recommended Temperatures for Mixing, Laying, and Rolling
6Base Preparation Techniques
7Compaction Methods and Required Standards
8Measurement and Control of Layer Thickness
9Surface Texture and Uniformity Requirements
10Quality Control Procedures During Construction
11Testing Protocols for Bituminous Mixtures
12Environmental and Weather Conditions Limiting Construction
13Use and Specifications of Polymer Modified Bitumen
14Calibration and Operation Guidelines for Hot Mix Plants
15Roller Types and Recommended Rolling Patterns

Popular Questions About IRC 105

?Which bitumen grades are recommended for airfield pavement construction and what criteria determine their selection?

Detailed answer not available.

?How is the mix design process for Dense Bituminous Macadam and Bituminous Concrete carried out as per IRC 105?

Detailed answer not available.

?What quality control tests are required during construction and how often should they be conducted?

Detailed answer not available.

?What environmental and temperature restrictions apply when laying bituminous mixes on airfield surfaces?

Detailed answer not available.

?How is the effectiveness of compaction evaluated and what are the acceptance benchmarks for field density?

Detailed answer not available.

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