Benkelman Beam deflection analysis was carried out on 10 selected points of a flexible pavement using a dual wheel load of 4085 kg and 5.6 kg/cm² pressure. Selected Points 1 2 3 4 5 6 7 8 9 Determine the thickness of bituminous overlay using the following data: 10 Deflection (mm) 1.32 1.35 1.60 1.45 1.40 1.52 1.55 1.65 1.61 1.43 1. Present Traffic = 1500 cvpd 2. Pavement temperature = 30°C 3. Correction factor for moisture = 1.3 4. Annual rate growth of traffic = 7.5%
Benkelman Beam deflection analysis was carried out on 10 selected points of a flexible pavement using a dual wheel load of 4085 kg and 5.6 kg/cm² pressure. Selected Points 1 2 3 4 5 6 7 8 9 Determine the thickness of bituminous overlay using the following data: 10 Deflection (mm) 1.32 1.35 1.60 1.45 1.40 1.52 1.55 1.65 1.61 1.43 1. Present Traffic = 1500 cvpd 2. Pavement temperature = 30°C 3. Correction factor for moisture = 1.3 4. Annual rate growth of traffic = 7.5%
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter20: Design Of Rigid Pavements
Section: Chapter Questions
Problem 9P
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Question
![Benkelman Beam deflection analysis
was carried out on 10 selected points
of a flexible pavement using a dual
wheel load of 4085 kg and 5.6 kg/cm²
pressure.
1 2 3
Deflection (mm) 1.32 1.35 1.60 1.45 1.40 1.52 1.55 1.65 1.61 1.43
Selected Points
4 5
6
7 8
Determine the thickness of
bituminous overlay using the
following data:
9
10
1. Present Traffic = 1500 cvpd
2. Pavement temperature = 30°C
3. Correction factor for moisture
1.3
4. Annual rate growth of traffic = 7.5%](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fca68a3f8-1675-4258-a5a9-e369b76f21d3%2F0f1be0bb-a087-4ace-9c4f-fc2ecb60753c%2Fpf66x3i_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Benkelman Beam deflection analysis
was carried out on 10 selected points
of a flexible pavement using a dual
wheel load of 4085 kg and 5.6 kg/cm²
pressure.
1 2 3
Deflection (mm) 1.32 1.35 1.60 1.45 1.40 1.52 1.55 1.65 1.61 1.43
Selected Points
4 5
6
7 8
Determine the thickness of
bituminous overlay using the
following data:
9
10
1. Present Traffic = 1500 cvpd
2. Pavement temperature = 30°C
3. Correction factor for moisture
1.3
4. Annual rate growth of traffic = 7.5%
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