IRC 1051988تمكين بحث AI✦ تم إنشاؤه بواسطة AI

Tentative Specification for Bituminous Concrete (Asphaltic Concrete) for Airfield Pavements
1988 الطبعة

IRC 105 (1988) outlines provisional guidelines for the design, materials selection, construction methods, and quality assurance of bituminous concrete (asphaltic concrete) layers used in airfield pavements. This code assists engineers and contractors in choosing suitable aggregates, bitumen types, and employing the Marshall mix design approach to achieve durable, stable, and smooth surfaces that can withstand diverse traffic loads and environmental conditions.

8الأقسام
61البنود المفهرسة
جاهز بحث AI
1988الطبعة
Roads and Bridges IRC- Indian road congress الفئة
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ما يغطيه هذا المعيار

IRC 105 (1988) outlines provisional guidelines for the design, materials selection, construction methods, and quality assurance of bituminous concrete (asphaltic concrete) layers used in airfield pavements. This code assists engineers and contractors in choosing suitable aggregates, bitumen types, and employing the Marshall mix design approach to achieve durable, stable, and smooth surfaces that can withstand diverse traffic loads and environmental conditions.

من يستخدم هذا المعيار

  • Engineers specialized in pavement design
  • Airport infrastructure development professionals
  • Construction firms engaged in airfield projects
  • Quality assurance and inspection personnel
  • Laboratories conducting material testing
  • Project coordinators managing airport construction
  • Civil engineers with expertise in asphalt pavement

المواضيع الرئيسية المغطاة

Criteria for designing bituminous concrete mixtures
Selection standards and physical characteristics of aggregates
Specifications for bitumen grades and binder proportions
Application of the Marshall mix design technique
Formulation and approval of job mix designs
Construction methodologies including preparation of sub-base
Use of tack coat applications
Control of mix production temperatures
Techniques for spreading, compacting, and rolling
Management of surface profile and roughness
Guidelines for traffic opening after construction
Quality control procedures and allowable deviations
Handling various aggregate types such as slag
Considerations for environmental and weather impacts during construction

جدول المحتويات

1Overview
2Applicability
3Design Parameters
4Material Specifications
5Job Mix Design
6Construction Practices
7Traffic Opening Procedures
8Quality Assurance and Controls

الأسئلة الشائعة حول IRC 105

?What are the required physical characteristics for aggregates in airfield bituminous concrete?

Detailed answer not available.

?Which bitumen grades does the code recommend for airfield pavement applications?

Detailed answer not available.

?How is the optimal binder content established as per IRC 105?

Detailed answer not available.

?What construction techniques are essential to achieve adequate compaction and a uniform surface?

Detailed answer not available.

?How does the standard define quality control measures and acceptable variations in the job mix formula?

Detailed answer not available.

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