Examoogle
ExamsTest SeriesCBATRank CheckPrevious Year PapersPassBook StoreMy BooksAI Tutor
ЁЯЫТ0
рдЕA
Examoogle

India's most trusted platform for competitive exam PDF books. Expert-authored, watermark-protected, instant access.

Exams & Practice
All Exams & SyllabusMock Test SeriesPrevious Year PapersPractice Questions (MCQs)Recruitment Notifications
Quick Links
Examoogle AI TutorExam NewsBook StoreMy BooksLogin / Sign Up
Support
About UsRefund PolicyPrivacy PolicyTerms of UseContact Us
┬й 2026 Examoogle. India's #1 competitive exam AI tutor.
ЁЯФТ SSL SecuredЁЯУ▒ UPI AcceptedЁЯз╛ GST Invoice
Examoogle

Join 60,000+ competitive exam aspirants

or with email
By continuing, you agree to ourTerms of Service&Privacy Policy
Your Cart
SubtotalтВ╣0
TotalтВ╣0
Examoogle тАв User тАв info@examoogle.com тАв EE-2024-8821
Chapter 1 of 12 тАв Page 1 of 248ЁЯФТ Protected PDF тАв Watermarked
Back to Practice Questions
CivilTransportation Engineering
PrevNext

As per IRC, in wearing coarse of pavement, the aggregate impact value should not exceed

A

35.00%

35%

B

30.00%

30%

C

30.00%

40%

D

50.00%

50%

Correct Answer

тЪЩя╕П TE тАв Technical Concept & PrincipleCivilTransportation Engineering
Option B

30.00%

30%

Quick Summary:

According to the Indian Roads Congress (IRC) specifications, the Aggregate Impact Value (AIV) for aggregates used in the wearing course of pavement should not exceed 30%. This test measures the toughness of aggregates, which is the ability of the material to resist sudden shock or impact loading.

тЪЩя╕ПTETechnical SolutionConcept & Principle
ЁЯТб Explanation

According to the Indian Roads Congress (IRC) specifications, the Aggregate Impact Value (AIV) for aggregates used in the wearing course of pavement should not exceed 30%. This test measures the toughness of aggregates, which is the ability of the material to resist sudden shock or impact loading.

ЁЯФв Key Formulas

AIV=W2W1├Ч100AIV = \frac{W_2}{W_1} \times 100AIV=W1тАЛW2тАЛтАЛ├Ч100

Where W2W_2W2тАЛ is weight of fines passing 2.36 mm sieve and W1W_1W1тАЛ is original oven-dry weight.

тЪЩя╕П Working Principle

The Aggregate Impact Test is performed by subjecting a standard size aggregate sample (10mm to 12.5mm) to 15 blows of a 13.5-14 kg hammer falling from a height of 380mm ┬╖ The ratio of the weight of the fraction passing the 2.36mm IS sieve to the total weight of the test sample gives the impact value ┬╖ A higher value indicates greater brittleness and lower toughness of the stone aggregate.

ЁЯУМ Key Points
  • тЦ╕

    Test apparatus is known as the Impact Testing Machine.

  • тЦ╕

    The test evaluates toughness of aggregates under dynamic loading.

  • тЦ╕

    For bituminous macadam or surface dressing, 30% is the standard limit.

  • тЦ╕

    Lower AIV corresponds to superior quality/toughness.

тЬЕ Advantages
  • тЦ╕

    Simple test procedure.

  • тЦ╕

    Effective assessment of resistance to impact loads.

тЭМ Disadvantages / Limitations
  • тЦ╕

    Cannot replace Los Angeles Abrasion test for long-term wear.

  • тЦ╕

    High sensitivity to operator technique and impact uniformity.

ЁЯЫая╕П Applications / Uses
  • тЦ╕

    Quality control of highway construction materials.

  • тЦ╕

    Pavement design for heavy traffic loads.

ЁЯУД Additional Information
  • тЦ╕

    For water-bound macadam (WBM) base course, the limit is 40%.

  • тЦ╕

    For bituminous macadam, the threshold of 30% is strictly enforced to ensure durability under vehicular traffic impact.

  • тЦ╕

    Option A (35%) is sometimes used for lower category roads, but 30% is the standard regulatory value for wearing courses.

ЁЯУК Diagram / Illustration
Aggregate Impact Value FormulaWeight of passing fraction (W2)Total original weight (W1)
тЬЕ

B is correct тАФ As per IRC standards, the aggregate impact value for wearing courses must not exceed 30%.

Core Concepts Used
Click any tag to open in AI Tutor
Aggregate toughness Impact loading resistance IRC Highway Specifications
ЁЯТб EXAM TIP

Remember: AIV measures toughness (impact), whereas Los Angeles Abrasion measures both hardness (attrition) and toughness (impact) ┬╖ Always distinguish between surface courses (stricter 30%) and base courses (more lenient 40-45%).

Related Questions

CivilTransportation Engineering
The bed block is generally cast with concrete grade
CivilTransportation Engineering
Lead cores are provided in laminated elastomeric bearing is
CivilTransportation Engineering
Bearings are provided in bridges to
CivilTransportation Engineering
Suspension bridges are
CivilTransportation Engineering
A bridge or viaduct carrying a waterway over a valley or other gap is called?

Discussion (0)

Loading discussion...
PrevNext