Strength Evaluation of Flexible Pavement of Runway Using Benkelman Beam Deflection Technique for Surat Airport Project


Dr. N. C. Shah, Professor, Civil Engineering Department, Sardar Vallabhbhai National Institute of Technology, (SVNIT) Ichchhnath, Surat

Introduction

The performance of flexible pavements is closely related to the elastic deflection of pavement under the wheel loads. The deformation or elastic deflection under a given load depends upon surgrade soil type, its moisture content and compaction, the thickness and quality of the pavement courses, drainage conditions, pavement surface temperature etc.

The Benkelman Beam Deflection Method is thus widely used for Evaluation of Structural Capacity of Existing Flexible Pavements and also for Estimation and Design of Overlays for Strengthening of any weak pavement for Highways.

This method may probably provide relative idea of Structural Capacity of Existing Flexible Pavements of Runway of Surat Airport Project in three different sections as specified below for confirmation of the PCN values obtained in these sections:
  1. For widening portion of Runway from ch.0 to ch.1400m at cross ch.from 15 m to 22.5m on both side.
  2. From ch.1400 m to ch.1585 m for full width of Runway.
  3. From ch.1585 m to ch.2100 m for full width of Runway.
The results were obtained in terms of Characteristic Deflection in mm and shall mean that higher the Characteristic Deflection, weaker is the pavement structure.

Pavement Condition Survey

This phase of operation, which shall precede the actual deflection measurement, consists primarily of visual observations supplemented by simple measurements for rut-depth using a 3 meter straight edge. Based on these, the road length shall be classified into sections of equal performance in accordance with the criteria given in Table 1 as per IRC: 81-1997.

As it is inexpedient of modify the overlay design at frequent intervals, it will be preferable if the length of each section is kept at a minimum of 1 km except in the case of localized failure or other situations requiring closer examination where minimum length of section may be suitably fixed.

The data collected during the condition survey shall be recorded as per the proforma given in Table no.02, 03, and 04. In case the pavement shows severe distress or signs of premature failure further investigations would be necessary to ascertain the causes and design remedial measures.

Experimental Set-up of Benkelman Beam Deflection Equipment

The arrangement was made for Benkelman Beam Deflection Test on Runway for Evaluation of structural capacity of Existing Flexible Pavement. It was decided that 8 sets of observations of the Benkelman Beam Deflection Test may be taken.


It was also decided to collect the sample of subgrade soil and moorum from three open pits to be excavated in three distinct sections of runway i.e

  1. Ch.0.0 m to 1400.0 m widening portion (chainage 500.0 m-18(E))
  2. Ch.1400.0 m to ch.1585.0 m (i.e ch.1510 m 10.0 m(E))
  3. Ch.1585.0 m to ch.2250.0 m (i.e. ch.1951 – 10.0 m(E))
Moisture Contents and PI values of the samples of subgrade soils, so collected are to be used for computation of Rebound and Characteristic deflection.

All the procedure for conducting Benkelman Beam Deflection Test were followed as per the guidelines given in IRC: 81-1997.

The vehicle having 8170 kg rear axle load equally distributed over the two wheels, equipped with dual tyres with 30-40 mm spacing have been arranged. The tyre pressure of 5.60 kg/cm2was maintained. A mandral for making 45 mm deep and 12.5 mm dia hole in the pavement for temperature measurement is made and temperature readings were taken at the regular interval of 1.0 hr.

On the day of 29th May 2008, three sets of reading of Benkelman Beam Deflection on runway from ch.1485.0 m to 2250.0 m were taken between 4.00 PM to 7.0 PM and tabulated in Tables 05, 06 and 07. The samples of subgrade soil and moorum were also collected from the same section from open pit excavated at ch.1951.0m to 10.0 m (E) and then sealed and labeled sent to the laboratory for testing.

On 30th May morning, 4thset of readings of Benkelman Beam Deflection were taken on runway from the chainage 1400.0 m to 1585.0 m and tabulated in Table no.08. During the 2ndhalf of the day i.e 4.0 PM to 8.00 PM, the remaining 4 sets of Benkelman Beam Deflection readings were taken on the runway from ch.0.0 m to ch.1400.0 m and results are Tabulated in Table No-09, 10, 11 and 12. The samples of subgrade soils and moorum were also collected from the respective both locations of the open pits excavated at chainage 1510.0 m to 10.0 m (E) and chainage 500.0m to 18 (E) and then samples were sealed and labeled sent to the laboratory.

BBD Results and Analysis

Benkelman Beam Deflection (BBD) technique is widely used all over the world for Evaluation of structural capacity of Existing Flexible Pavements and also for Estimation and Design of overlays for strengthening of any weak pavement. The various parameters like pavement surface temperature, subgrade soil type, its moisture content and compaction, the thickness and quality of pavement courses, drainage conditions and their influence on pavement deflection and service behaviour are also to be accounted properly while computation of the characteristic and true deflections.


Pavement surface Deflection measurement can be used in back calculation methods to determine pavement structural layer stiffness and the subgrade resilient modulus. Thus, many characteristics of a flexible pavement can be determined by measuring its deflection in response to load. Further more, pavement deflection measurements are non-destructive.


The rebound deflection (Measured Deflection) and Characteristic deflection computed as per IRC: 81-1997 guide lines are given in Tables 05 to 12. In order to know the strength of pavement section in the interval of 50.0 m length in terms of the corrected deflection, the graphs are drawn for each of 8 sets covering the detailed spectrum of runway; vide graph 01 to 03.



Findings and Overlay Design

The entire length of 2250.0m of Runway for Surat Airport is grouped in five sections as per pavement condition, and each section of Runway have been classified relatively as Good, Fair and Poor based on visual observation and performance study, and Benkelman Beam Deflection measurements. This classification is shown in the Table No.13 along with the criteria based on which such classification is made.

The Table 19 gives fairly good idea of comparison of pavement condition classification by the two different independent approaches. The central portion of 30m width from ch.0.0 m to 1400.0m has been classified good based on BBD whereas fair to good based on visual observation and one year performance. Thus it indicates that all the two approaches are almost in common agreement. It may also be concluded that the widening portion of 15.0 m to 22.50 m on either side of East and West of centre line of runway from chaiage 0.0 m to 1400.0 m is classified as poor based on visual observation, last one year performance study and BBD values.

The pavement condition of full width of runway from chainage ch.1400.0 m to ch.1585.0 m have been classified as poor based on visual observation, last one year performance and BBD values.

It may also be clearly noted that the pavement condition of the section of runway for full width from chainage 1585.0 m to 2250.0 m is fair to good based on visual observation and last one year performance study whereas considered Fair/Good based on BBD values.

Conclusion

It may be noted that the existing pavement structure of runway for Surat Airport is required to sustain the dynamic load of Aircraft of A319, A320 and CRJ-700 for only one flight per day at present. If the flight frequency increases in future the same pavement crust thickness will not be able to perform as seen from the values of the Characteristic Deflections varies from 1.77 mm to 3.114 mm unless appropriate actions for strengthening of pavement structure are being taken as early as possible.

If the overlay for strengthening National Highway/Expressway is to be carried out for 10 to 100 msa, the thickness of overlay in mm in terms of Bituminous Macadam varies from 120 mm to 250 mm as per IRC: 81-1997 for characteristic deflection varies from 2.0 mm to 3.15 mm as obtained in this study. 70% of the design overlay thickness is to be considered, if the BM is replaced by DAC/SDAC/DBM/AC/SDC as per IRC:81-1997 guide lines. It may be noted that the strengthening of any given pavement structure for the applied wheel load varying from 0.1 to 100 msa become necessary when the characteristic deflection is found more than 3.0mm to 0.5 mm respectively.

It is also recommended that the characteristic deflections obtained in different section of runway from Benkelman Beam Deflection Testing should be appropriately used for strengthening the runway by providing suitable thickness of overlays as per the code of design, or practice followed in the department of AAI as early as possible for the safety of ‘Flight Operation.’

NBMCW February 2009

Click Here
To Know More / Contact The Manufacturer
Please fill in your details, we will contact you as soon as possible
Choose Title from the listPlease let us know your name.
Please let us know your Designation.
Invalid Input
Please let us know your email address.
Please let us know your City.
Please let us know your Contact Number.
Please brief your query.
Our other value-added services:

To receive updates through e-mail on Products, New Technologies & Equipment, please select the Product Category(s) you are interested in and click 'Submit'. This will help you save time plus you will get the best price quotations from many manufacturers, which you can then evaluate and negotiate.

Equipment & Machinery
Invalid Input
Building Products
Invalid Input

Suggestive Framework for Mitigating Project Delays in Indian Roads & Highways Sector

Time delay had been a common phenomenon associated with nearly all road construction projects in India but very little effort and studies had been done to amputate the phenomenon.The objectives of this study provided industry Read More ...

Characterisation of Foundry Sand Waste Material for Road Construction

Characterisation of Foundry Sand Waste Material for Road Construction Different types of waste materials viz. copper slag, zinc slag, steel slag, manganese slag, phosphogypsum slag, cinder, red mud, kimberlite, lime sludge, foundry sand, coal ash, jarofix, jarosite, manganese slag, marble dust etc Read More ...

Thin Whitetopping Cement Concrete Overlays on Bituminous Pavements:

Concrete is a very durable and versatile material for the construction of roads and highways. Several highways, expressways, and city roads have been constructed with cement concrete in the recent past in India. Cement concrete Read More ...

A Transformative Approach to Highway Construction

An 18-mile stretch of Georgia interstate is pushing the technological envelope with respect to safety and sustainability in road construction. By leveraging solar energy, recycled tires, vehicle telematics data and valuable roadside Read More ...

Accelerated Pavement Testing

Accelerated Pavement Testing images/Road-Pavements/40594-APTtesting.jpg The Indian road network is mainly built with flexible pavements, because of ease of construction and low initial cost as compared to concrete pavements. The flexible pavements are designed as per Indian Roads Congress Read More ...

Pavement Maintenance Management System

An efficient road transportation system is of vital importance to the economy of a nation. Road transport occupies a dominant position in the overall transportation system of India due to its advantages in terms of easy availability, flexibility Read More ...

Cement Grouted Bituminous Mix for Flexible Pavements

India has the second largest road network with heterogeneous traffic conditions. Although the road construction in India has improved a lot in the last two decades, at times, it is observed that the pavements, especially in urban areas Read More ...

Whitetopping Durable and Cost-effective Solution for City Roads

Concrete is a very durable material for the construction of roads and highways. Cement concrete has been used for the construction of new roads, highways and also for the rehabilitation of existing distressed bituminous pavements Read More ...

Utilisation of Waste Materials in Road Construction

The Road sector has been receiving a lot of attention by the central as well as state governments during the last two decades. As a result, new roads are being constructed and existing ones are being upgraded to meet the traffic demand Read More ...

Construction of Sustainable Pavements Through Recycling

Increased connectivity and improved road infrastructure developed in the country in the recent past has resulted in significant increase in the growth of traffic in terms of the number of vehicles and axle loads. However, the increased Read More ...

StrataWeb®: An Innovative Solution for Embankment Slope Protection Stabilization

Side slope erosion has always been an issue for highway embankments. Especially during the monsoons, these slopes pose a challenge. The Larsen & Toubro-IDPI SPV, constructing its 163km long Rourkela-Sambalpur toll-way road Read More ...

Role of Concrete in - Road Infrastructure

In India, the emphasis in recent years has rightly been on the housing and infrastructure, including, amongst other things, roads, power and irrigation sectors. The Global Infrastructure Outlook reflects that rising income levels Read More ...

Ammann ARS 121 Soil Compactors deployed at 354-km Purvanchal Expressway

Ammann ARS 121 Soil Compactors are bringing efficiency to an enormous, high-profile roadbuilding project in India. The compactors are handling soil work for a key section of the 354-km Purvanchal Expressway, the longest current Read More ...

Ashoka Buildcon constructs Package 4 of landmark Eastern Peripheral Expressway project

Ashoka Buildcon, which was awarded package 4 of the EPE project, constructed 22km of the 135 km EPE, at a cost of ₹789 crores. It built three grade separators, one ROB, 12 VUPs, 22 PUPs, four minor bridges and 20 Read More ...

Wirtgen: Cold milling machines have a decisive impact on quality of road rehabilitation

Wirtgen offers the widest range of cold milling machines in the industry. Customers can choose from more than 30 different types of machines, with each also available with a variety of milling widths. The lower Read More ...

Smart Pavement Materials and Emerging Technologies

Smartness describes self-adaptability, self-sensing, and multiple functionalities of the materials. These characteristics provide numerous possible applications of such materials in manufacturing and civil Read More ...
NBM&CW

New Building Material & Construction World

New Building Material & Construction World
MGS Architecture

Modern Green Structures & Architecture

Modern Green Structures & Architecture
L&ST

Lifting & Specialized Transport

Lifting & Specialized Transport
II&TW

Indian Infrastructure & Tenders Week

Indian Infrastructure & Tenders Week