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UNIVERSITY INSTITUTE OF ENGINEERING AND
TECHNOLOGY, M.D.U. (ROHTAK)
ASSIGNMENT OF
TRANSPORT
ENGGINEERING ||
TOPIC- BENKELMAN
BEAM DEFLECTION
STUDIES & TYPES OF
OVERLAY IN
DIFFERENT TYPES OF
PAVEMENT
SUBMITTED TO:Er.
Amit Laura
MADE BY:
Hemant Mathur(19324)
6th
Sem.
OUTLINES:
● Brief Description about the Benkelman Beam
Method
● Types of Overlay in various type of Pavements
INTRODUCTION
● BENKELMAN BEAM METHOD
The benkelman beam method is one of the
methods for measuring surface deflections in
field. A pavement is regarded as having
insufficient strength if the deflection measuredv
under a test load exceeds a predetermined
value related to the traffic expected.
PAVEMENT CONDITION SURVEY
● This phase of operation, which shall precede
the actual deflection measurement, consist
primarily of visual observations supplemented
by simple measurements of rut-depth using a
3metre straight edge. Based on these the road
length shall be classified
EXPERIMENTAL SETUP
● The arrangement was made for Benkelman
Beam Deflection Test on runway for evaluation
of structural capacity of Existing Flexible of
Pavement. It was decided that 8 sets of the
observations of the Benkelman Beam
Deflection Test may be taken.
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 deflections.
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 3.114mm unless appropriate
actions for strengthening of pavement structure.
TYPE OF OVERLAYS IN
VARIOUS TYPE OF
PAVEMENT
● Overlay thickness is about the same as that for
a new concrete pavement to be effective.
Cracked concrete slab needs to be repaired
before bonded or partially bonded PCC
overlay.Cracked concrete slab corner needs to
be repaired before or partially bonded PCC
overlay.
DESIGN OF OVERLAY FOR
FLEXIBLE PAVEMENT
TYPES OF OVERLAYS
Asphalt overlay over asphalt pavements
● Asphalt overlays on CC pavements
● CC overlays on asphalt pavements
● CC overlays on CC pavements
STEPS IN DESIGN OF OVERLAYS
● Measurement and estimation of the strength of
the existing pavement
● Design life of overlaid pavement
● Estimation of the traffic to be carried by the
overlaid pavement
● Determination ofthe thickness and the type of
overlay
FLEXIBLE OVERLAY OVER
FLEXIBLE PAVEMENTS
● IRC guidelines given in ''IRC:S1 1997''
guidelines for strengthening of flexible road
pavements using Benkelman beam method.
INDIAN ROAD CONGRESS New Delhi 1997.
The design is passed on the deflection values
oof the pavement surface.
RIGID OVERLAY OVER RIGID
PAVEMENTS
● Fully bonded and partially bonded overlays may
be used if the existing pavement is sound or
slightly cracked Partially bonded overlays may
be used if the existing pavement is 'fairly' to
'moderately' cracked.Un-bonded overlay with
50mm bituminous seperation layer may be
adopted if the slab is'moderately' or 'badly'
cracked
RIGID OVERLAY FLEXIBLE
PAVEMENTS
● The technique of providing cement concrete
overlays on bituminous pavements is known as
white topping. This is expected to save
significant quantities of cement.
● The overlay thickness is determined using the
design procedures for rigid pavements in
normal way, value of K is restricted to
14kg/cm3.
● Before laying the concrete overlay, the profile of
the existing pavement is made good by a
levelling course of Bituminous mix.
END OF SLIDES

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Te assignment by hemant (1)

  • 1. UNIVERSITY INSTITUTE OF ENGINEERING AND TECHNOLOGY, M.D.U. (ROHTAK) ASSIGNMENT OF TRANSPORT ENGGINEERING || TOPIC- BENKELMAN BEAM DEFLECTION STUDIES & TYPES OF OVERLAY IN DIFFERENT TYPES OF PAVEMENT SUBMITTED TO:Er. Amit Laura MADE BY: Hemant Mathur(19324) 6th Sem.
  • 2. OUTLINES: ● Brief Description about the Benkelman Beam Method ● Types of Overlay in various type of Pavements
  • 3. INTRODUCTION ● BENKELMAN BEAM METHOD The benkelman beam method is one of the methods for measuring surface deflections in field. A pavement is regarded as having insufficient strength if the deflection measuredv under a test load exceeds a predetermined value related to the traffic expected.
  • 4. PAVEMENT CONDITION SURVEY ● This phase of operation, which shall precede the actual deflection measurement, consist primarily of visual observations supplemented by simple measurements of rut-depth using a 3metre straight edge. Based on these the road length shall be classified
  • 5. EXPERIMENTAL SETUP ● The arrangement was made for Benkelman Beam Deflection Test on runway for evaluation of structural capacity of Existing Flexible of Pavement. It was decided that 8 sets of the observations of the Benkelman Beam Deflection Test may be taken.
  • 6. 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 deflections.
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  • 8. 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 3.114mm unless appropriate actions for strengthening of pavement structure.
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  • 10. TYPE OF OVERLAYS IN VARIOUS TYPE OF PAVEMENT ● Overlay thickness is about the same as that for a new concrete pavement to be effective. Cracked concrete slab needs to be repaired before bonded or partially bonded PCC overlay.Cracked concrete slab corner needs to be repaired before or partially bonded PCC overlay.
  • 11. DESIGN OF OVERLAY FOR FLEXIBLE PAVEMENT
  • 12. TYPES OF OVERLAYS Asphalt overlay over asphalt pavements ● Asphalt overlays on CC pavements ● CC overlays on asphalt pavements ● CC overlays on CC pavements
  • 13. STEPS IN DESIGN OF OVERLAYS ● Measurement and estimation of the strength of the existing pavement ● Design life of overlaid pavement ● Estimation of the traffic to be carried by the overlaid pavement ● Determination ofthe thickness and the type of overlay
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  • 15. FLEXIBLE OVERLAY OVER FLEXIBLE PAVEMENTS ● IRC guidelines given in ''IRC:S1 1997'' guidelines for strengthening of flexible road pavements using Benkelman beam method. INDIAN ROAD CONGRESS New Delhi 1997. The design is passed on the deflection values oof the pavement surface.
  • 16. RIGID OVERLAY OVER RIGID PAVEMENTS ● Fully bonded and partially bonded overlays may be used if the existing pavement is sound or slightly cracked Partially bonded overlays may be used if the existing pavement is 'fairly' to 'moderately' cracked.Un-bonded overlay with 50mm bituminous seperation layer may be adopted if the slab is'moderately' or 'badly' cracked
  • 17. RIGID OVERLAY FLEXIBLE PAVEMENTS ● The technique of providing cement concrete overlays on bituminous pavements is known as white topping. This is expected to save significant quantities of cement. ● The overlay thickness is determined using the design procedures for rigid pavements in normal way, value of K is restricted to 14kg/cm3. ● Before laying the concrete overlay, the profile of the existing pavement is made good by a levelling course of Bituminous mix.