condition survey data
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7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Sh
attering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
Side Ditch (Y/N)
Drainage Condition
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2
Chainage
(km)
Alignment
Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
n
t
247.000 247.050 247.100 247.150 247.200 247.250 247.300 247.350 247.400 247.450 247.500 247.550 247.600 247.650 247.700 247.750 247.800 247.850 247.900 248.000247.950
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
248.500 248.550 248.600 248.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)
248.050 248.100 248.150 248.200 248.250 248.300 248.350
Soft Shoulder (Y/N)
Side Ditch (Y/N)
Drainage Condition
249.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
en
t
Rigid Shoulder (Y/N)
248.700 248.750 248.800 248.850 248.900 248.950248.400 248.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
249.500 249.550 249.600 249.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)249.050 249.100 249.150 249.200 249.250 249.300 249.350
Side Ditch (Y/N)
Drainage Condition
250.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
gi
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
249.700 249.750 249.800 249.850 249.900 249.950249.400 249.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
250.500 250.550 250.600 250.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)
250.050 250.100 250.150 250.200 250.250 250.300 250.350
Side Ditch (Y/N)
Drainage Condition
251.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
en
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
250.700 250.750 250.800 250.850 250.900 250.950250.400 250.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
251.500 251.550 251.600 251.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)
251.050 251.100 251.150 251.200 251.250 251.300 251.350
Side Ditch (Y/N)
Drainage Condition
252.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
en
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
251.700 251.750 251.800 251.850 251.900 251.950251.400 251.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
252.500 252.550 252.600 252.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)
252.050 252.100 252.150 252.200 252.250 252.300 252.350
Side Ditch (Y/N)
Drainage Condition
253.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
en
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
252.700 252.750 252.800 252.850 252.900 252.950252.400 252.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
253.500 253.550 253.600 253.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)
253.050 253.100 253.150 253.200 253.250 253.300 253.350
Side Ditch (Y/N)
Drainage Condition
254.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
en
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
253.700 253.750 253.800 253.850 253.900 253.950253.400 253.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
254.500 254.550 254.600 254.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)
254.050 254.100 254.150 254.200 254.250 254.300 254.350
Side Ditch (Y/N)
Drainage Condition
255.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
en
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
254.700 254.750 254.800 254.850 254.900 254.950254.400 254.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
255.500 255.550 255.600 255.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)
255.050 255.100 255.150 255.200 255.250 255.300 255.350
Side Ditch (Y/N)
Drainage Condition
256.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
en
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
255.700 255.750 255.800 255.850 255.900 255.950255.400 255.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
256.500 256.550 256.600 256.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)256.050 256.100 256.150 256.200 256.250 256.300 256.350
Side Ditch (Y/N)
Drainage Condition
257.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
en
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
256.700 256.750 256.800 256.850 256.900 256.950256.400 256.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
257.500 257.550 257.600 257.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)257.050 257.100 257.150 257.200 257.250 257.300 257.350
Side Ditch (Y/N)
Drainage Condition
258.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
en
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
257.700 257.750 257.800 257.850 257.900 257.950257.400 257.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
258.500 258.550 258.600 258.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)258.050 258.100 258.150 258.200 258.250 258.300 258.350
Side Ditch (Y/N)
Drainage Condition
259.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
en
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
258.700 258.750 258.800 258.850 258.900 258.950258.400 258.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
259.500 259.550 259.600 259.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)259.050 259.100 259.150 259.200 259.250 259.300 259.350
Side Ditch (Y/N)
Drainage Condition
260.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
259.700 259.750 259.800 259.850 259.900 259.950259.400 259.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
260.500 260.550 260.600 260.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)260.050 260.100 260.150 260.200 260.250 260.300 260.350
Side Ditch (Y/N)
Drainage Condition
261.000
Alignment
Cross Section
Height (m), Crossfall(%)
Ri
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
260.700 260.750 260.800 260.850 260.900 260.950260.400 260.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
261.500 261.550 261.600 261.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)261.050 261.100 261.150 261.200 261.250 261.300 261.350
Side Ditch (Y/N)
Drainage Condition
262.000
Alignment
Cross Section
Height (m), Crossfall(%)
Ri
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
261.700 261.750 261.800 261.850 261.900 261.950261.400 261.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
262.500 262.550 262.600 262.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)262.050 262.100 262.150 262.200 262.250 262.300 262.350
Side Ditch (Y/N)
Drainage Condition
263.000
Alignment
Cross Section
Height (m), Crossfall(%)
Ri
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
262.700 262.750 262.800 262.850 262.900 262.950262.400 262.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
263.500 263.550 263.600 263.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)263.050 263.100 263.150 263.200 263.250 263.300 263.350
Side Ditch (Y/N)
Drainage Condition
264.000
Alignment
Cross Section
Height (m), Crossfall(%)
Ri
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
263.700 263.750 263.800 263.850 263.900 263.950263.400 263.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
264.500 264.550 264.600 264.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)264.050 264.100 264.150 264.200 264.250 264.300 264.350
Side Ditch (Y/N)
Drainage Condition
265.000
Alignment
Cross Section
Height (m), Crossfall(%)
Ri
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
264.700 264.750 264.800 264.850 264.900 264.950264.400 264.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
265.500 265.550 265.600 265.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)265.050 265.100 265.150 265.200 265.250 265.300 265.350
Side Ditch (Y/N)
Drainage Condition
266.000
Alignment
Cross Section
Height (m), Crossfall(%)
Ri
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
265.700 265.750 265.800 265.850 265.900 265.950265.400 265.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
266.500 266.550 266.600 266.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)266.050 266.100 266.150 266.200 266.250 266.300 266.350
Side Ditch (Y/N)
Drainage Condition
267.000
Alignment
Cross Section
Height (m), Crossfall(%)
Ri
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
266.700 266.750 266.800 266.850 266.900 266.950266.400 266.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
267.500 267.550 267.600 267.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)267.050 267.100 267.150 267.200 267.250 267.300 267.350
Side Ditch (Y/N)
Drainage Condition
268.000
Alignment
Cross Section
Height (m), Crossfall(%)
Ri
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
267.700 267.750 267.800 267.850 267.900 267.950267.400 267.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
268.500 268.550 268.600 268.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)268.050 268.100 268.150 268.200 268.250 268.300 268.350
Side Ditch (Y/N)
Drainage Condition
269.000
Alignment
Cross Section
Height (m), Crossfall(%)
Ri
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
268.700 268.750 268.800 268.850 268.900 268.950268.400 268.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
269.500 269.550 269.600 269.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)269.050 269.100 269.150 269.200 269.250 269.300 269.350
Side Ditch (Y/N)
Drainage Condition
270.000
Alignment
Cross Section
Height (m), Crossfall(%)
Ri
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
269.700 269.750 269.800 269.850 269.900 269.950269.400 269.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
270.500 270.550 270.600 270.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)270.050 270.100 270.150 270.200 270.250 270.300 270.350
Side Ditch (Y/N)
Drainage Condition
271.000
Alignment
Cross Section
Height (m), Crossfall(%)
Ri
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
270.700 270.750 270.800 270.850 270.900 270.950270.400 270.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
271.500 271.550 271.600 271.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)271.050 271.100 271.150 271.200 271.250 271.300 271.350
Side Ditch (Y/N)
Drainage Condition
272.000
Alignment
Cross Section
Height (m), Crossfall(%)
Ri
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
271.700 271.750 271.800 271.850 271.900 271.950271.400 271.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
272.500 272.550 272.600 272.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)272.050 272.100 272.150 272.200 272.250 272.300 272.350
Side Ditch (Y/N)
Drainage Condition
273.000
Alignment
Cross Section
Height (m), Crossfall(%)
Ri
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
272.700 272.750 272.800 272.850 272.900 272.950272.400 272.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
273.500 273.550 273.600 273.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)273.050 273.100 273.150 273.200 273.250 273.300 273.350
Side Ditch (Y/N)
Drainage Condition
274.000
Alignment
Cross Section
Height (m), Crossfall(%)
Ri
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
273.700 273.750 273.800 273.850 273.900 273.950273.400 273.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
274.500 274.550 274.600 274.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)274.050 274.100 274.150 274.200 274.250 274.300 274.350
Side Ditch (Y/N)
Drainage Condition
275.000
Alignment
Cross Section
Height (m), Crossfall(%)
Ri
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
274.700 274.750 274.800 274.850 274.900 274.950274.400 274.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
275.500 275.550 275.600 275.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)275.050 275.100 275.150 275.200 275.250 275.300 275.350
Side Ditch (Y/N)
Drainage Condition
276.000
Alignment
Cross Section
Height (m), Crossfall(%)
Ri
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
275.700 275.750 275.800 275.850 275.900 275.950275.400 275.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
276.500 276.550 276.600 276.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)276.050 276.100 276.150 276.200 276.250 276.300 276.350
Side Ditch (Y/N)
Drainage Condition
277.000
Alignment
Cross Section
Height (m), Crossfall(%)
Ri
g
i
d
P
a
v
e
m
e
nt
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
276.700 276.750 276.800 276.850 276.900 276.950276.400 276.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
277.500 277.550 277.600 277.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)277.050 277.100 277.150 277.200 277.250 277.300 277.350
Side Ditch (Y/N)
Drainage Condition
278.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
nt
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
277.700 277.750 277.800 277.850 277.900 277.950277.400 277.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
278.500 278.550 278.600 278.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)278.050 278.100 278.150 278.200 278.250 278.300 278.350
Side Ditch (Y/N)
Drainage Condition
279.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
nt
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
278.700 278.750 278.800 278.850 278.900 278.950278.400 278.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
279.500 279.550 279.600 279.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)279.050 279.100 279.150 279.200 279.250 279.300 279.350
Side Ditch (Y/N)
Drainage Condition
280.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
nt
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
279.700 279.750 279.800 279.850 279.900 279.950279.400 279.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
280.500 280.550 280.600 280.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)280.050 280.100 280.150 280.200 280.250 280.300 280.350
Side Ditch (Y/N)
Drainage Condition
281.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
nt
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
280.700 280.750 280.800 280.850 280.900 280.950280.400 280.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
281.500 281.550 281.600 281.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)281.050 281.100 281.150 281.200 281.250 281.300 281.350
Side Ditch (Y/N)
Drainage Condition
282.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
nt
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
281.700 281.750 281.800 281.850 281.900 281.950281.400 281.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
282.500 282.550 282.600 282.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)282.050 282.100 282.150 282.200 282.250 282.300 282.350
Side Ditch (Y/N)
Drainage Condition
283.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
nt
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
282.700 282.750 282.800 282.850 282.900 282.950282.400 282.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
283.500 283.550 283.600 283.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)283.050 283.100 283.150 283.200 283.250 283.300 283.350
Side Ditch (Y/N)
Drainage Condition
284.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
nt
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
283.700 283.750 283.800 283.850 283.900 283.950283.400 283.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
284.500 284.550 284.600 284.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)284.050 284.100 284.150 284.200 284.250 284.300 284.350
Side Ditch (Y/N)
Drainage Condition
285.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
nt
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
284.700 284.750 284.800 284.850 284.900 284.950284.400 284.450
7/29/2019 Condition Survey Data
http://slidepdf.com/reader/full/condition-survey-data 39/75
Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
285.500 285.550 285.600 285.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)285.050 285.100 285.150 285.200 285.250 285.300 285.350
Side Ditch (Y/N)
Drainage Condition
286.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
nt
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
285.700 285.750 285.800 285.850 285.900 285.950285.400 285.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
286.500 286.550 286.600 286.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)286.050 286.100 286.150 286.200 286.250 286.300 286.350
Side Ditch (Y/N)
Drainage Condition
287.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
nt
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
286.700 286.750 286.800 286.850 286.900 286.950286.400 286.450
7/29/2019 Condition Survey Data
http://slidepdf.com/reader/full/condition-survey-data 41/75
Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
287.500 287.550 287.600 287.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)287.050 287.100 287.150 287.200 287.250 287.300 287.350
Side Ditch (Y/N)
Drainage Condition
288.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
nt
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
287.700 287.750 287.800 287.850 287.900 287.950287.400 287.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
288.500 288.550 288.600 288.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)288.050 288.100 288.150 288.200 288.250 288.300 288.350
Side Ditch (Y/N)
Drainage Condition
289.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
nt
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
288.700 288.750 288.800 288.850 288.900 288.950288.400 288.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
289.500 289.550 289.600 289.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)289.050 289.100 289.150 289.200 289.250 289.300 289.350
Side Ditch (Y/N)
Drainage Condition
290.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
nt
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
289.700 289.750 289.800 289.850 289.900 289.950289.400 289.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
290.500 290.550 290.600 290.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)290.050 290.100 290.150 290.200 290.250 290.300 290.350
Side Ditch (Y/N)
Drainage Condition
291.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
nt
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
290.700 290.750 290.800 290.850 290.900 290.950290.400 290.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
291.500 291.550 291.600 291.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)291.050 291.100 291.150 291.200 291.250 291.300 291.350
Side Ditch (Y/N)
Drainage Condition
292.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
nt
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
291.700 291.750 291.800 291.850 291.900 291.950291.400 291.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
292.500 292.550 292.600 292.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)292.050 292.100 292.150 292.200 292.250 292.300 292.350
Side Ditch (Y/N)
Drainage Condition
293.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
nt
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
292.700 292.750 292.800 292.850 292.900 292.950292.400 292.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
293.500 293.550 293.600 293.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)293.050 293.100 293.150 293.200 293.250 293.300 293.350
Side Ditch (Y/N)
Drainage Condition
294.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
nt
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
293.700 293.750 293.800 293.850 293.900 293.950293.400 293.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
294.500 294.550 294.600 294.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)294.050 294.100 294.150 294.200 294.250 294.300 294.350
Side Ditch (Y/N)
Drainage Condition
295.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
294.700 294.750 294.800 294.850 294.900 294.950294.400 294.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
295.500 295.550 295.600 295.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)295.050 295.100 295.150 295.200 295.250 295.300 295.350
Side Ditch (Y/N)
Drainage Condition
296.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
ig
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
295.700 295.750 295.800 295.850 295.900 295.950295.400 295.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
296.500 296.550 296.600 296.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)296.050 296.100 296.150 296.200 296.250 296.300 296.350
Side Ditch (Y/N)
Drainage Condition
297.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
ig
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
296.700 296.750 296.800 296.850 296.900 296.950296.400 296.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
297.500 297.550 297.600 297.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)297.050 297.100 297.150 297.200 297.250 297.300 297.350
Side Ditch (Y/N)
Drainage Condition
298.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
ig
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
297.700 297.750 297.800 297.850 297.900 297.950297.400 297.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
298.500 298.550 298.600 298.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)298.050 298.100 298.150 298.200 298.250 298.300 298.350
Side Ditch (Y/N)
Drainage Condition
299.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
ig
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
298.700 298.750 298.800 298.850 298.900 298.950298.400 298.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
299.500 299.550 299.600 299.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)299.050 299.100 299.150 299.200 299.250 299.300 299.350
Side Ditch (Y/N)
Drainage Condition
300.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
ig
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
299.700 299.750 299.800 299.850 299.900 299.950299.400 299.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
300.500 300.550 300.600 300.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)300.050 300.100 300.150 300.200 300.250 300.300 300.350
Side Ditch (Y/N)
Drainage Condition
301.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
ig
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
300.700 300.750 300.800 300.850 300.900 300.950300.400 300.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
301.500 301.550 301.600 301.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)301.050 301.100 301.150 301.200 301.250 301.300 301.350
Side Ditch (Y/N)
Drainage Condition
302.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
ig
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
301.700 301.750 301.800 301.850 301.900 301.950301.400 301.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
302.500 302.550 302.600 302.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)302.050 302.100 302.150 302.200 302.250 302.300 302.350
Side Ditch (Y/N)
Drainage Condition
303.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
ig
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
302.700 302.750 302.800 302.850 302.900 302.950302.400 302.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
303.500 303.550 303.600 303.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)303.050 303.100 303.150 303.200 303.250 303.300 303.350
Side Ditch (Y/N)
Drainage Condition
304.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
ig
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
303.700 303.750 303.800 303.850 303.900 303.950303.400 303.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
304.500 304.550 304.600 304.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)304.050 304.100 304.150 304.200 304.250 304.300 304.350
Side Ditch (Y/N)
Drainage Condition
305.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
ig
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
304.700 304.750 304.800 304.850 304.900 304.950304.400 304.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
305.500 305.550 305.600 305.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)305.050 305.100 305.150 305.200 305.250 305.300 305.350
Side Ditch (Y/N)
Drainage Condition
306.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
ig
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
305.700 305.750 305.800 305.850 305.900 305.950305.400 305.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
306.500 306.550 306.600 306.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)306.050 306.100 306.150 306.200 306.250 306.300 306.350
Side Ditch (Y/N)
Drainage Condition
307.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
ig
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
306.700 306.750 306.800 306.850 306.900 306.950306.400 306.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
307.500 307.550 307.600 307.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)307.050 307.100 307.150 307.200 307.250 307.300 307.350
Side Ditch (Y/N)
Drainage Condition
308.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
ig
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
307.700 307.750 307.800 307.850 307.900 307.950307.400 307.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
308.500 308.550 308.600 308.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)308.050 308.100 308.150 308.200 308.250 308.300 308.350
Side Ditch (Y/N)
Drainage Condition
309.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
ig
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
308.700 308.750 308.800 308.850 308.900 308.950308.400 308.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
309.500 309.550 309.600 309.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)309.050 309.100 309.150 309.200 309.250 309.300 309.350
Side Ditch (Y/N)
Drainage Condition
310.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
ig
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
309.700 309.750 309.800 309.850 309.900 309.950309.400 309.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
310.500 310.550 310.600 310.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)310.050 310.100 310.150 310.200 310.250 310.300 310.350
Side Ditch (Y/N)
Drainage Condition
311.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
ig
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
310.700 310.750 310.800 310.850 310.900 310.950310.400 310.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
LayoutLong. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
311.500 311.550 311.600 311.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)311.050 311.100 311.150 311.200 311.250 311.300 311.350
Side Ditch (Y/N)
Drainage Condition
312.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
ig
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
311.700 311.750 311.800 311.850 311.900 311.950311.400 311.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
LayoutLong. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
312.500 312.550 312.600 312.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)312.050 312.100 312.150 312.200 312.250 312.300 312.350
Side Ditch (Y/N)
Drainage Condition
313.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
312.700 312.750 312.800 312.850 312.900 312.950312.400 312.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
LayoutLong. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
313.500 313.550 313.600 313.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)313.050 313.100 313.150 313.200 313.250 313.300 313.350
Side Ditch (Y/N)
Drainage Condition
314.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
313.700 313.750 313.800 313.850 313.900 313.950313.400 313.450
7/29/2019 Condition Survey Data
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Road
Section
Linear Sketch
LayoutLong. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
314.500 314.550 314.600 314.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)314.050 314.100 314.150 314.200 314.250 314.300 314.350
Side Ditch (Y/N)
Drainage Condition
315.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
314.700 314.750 314.800 314.850 314.900 314.950314.400 314.450
7/29/2019 Condition Survey Data
http://slidepdf.com/reader/full/condition-survey-data 69/75
Road
Section
Linear Sketch
LayoutLong. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
315.500 315.550 315.600 315.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)315.050 315.100 315.150 315.200 315.250 315.300 315.350
Side Ditch (Y/N)
Drainage Condition
316.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
315.700 315.750 315.800 315.850 315.900 315.950315.400 315.450
7/29/2019 Condition Survey Data
http://slidepdf.com/reader/full/condition-survey-data 70/75
Road
Section
Linear Sketch
LayoutLong. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
316.500 316.550 316.600 316.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)316.050 316.100 316.150 316.200 316.250 316.300 316.350
Side Ditch (Y/N)
Drainage Condition
317.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
316.700 316.750 316.800 316.850 316.900 316.950316.400 316.450
7/29/2019 Condition Survey Data
http://slidepdf.com/reader/full/condition-survey-data 71/75
Road
Section
Linear Sketch
LayoutLong. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
317.500 317.550 317.600 317.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)317.050 317.100 317.150 317.200 317.250 317.300 317.350
Side Ditch (Y/N)
Drainage Condition
318.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
317.700 317.750 317.800 317.850 317.900 317.950317.400 317.450
7/29/2019 Condition Survey Data
http://slidepdf.com/reader/full/condition-survey-data 72/75
Road
Section
Linear Sketch
LayoutLong. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
318.500 318.550 318.600 318.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)318.050 318.100 318.150 318.200 318.250 318.300 318.350
Side Ditch (Y/N)
Drainage Condition
319.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
318.700 318.750 318.800 318.850 318.900 318.950318.400 318.450
7/29/2019 Condition Survey Data
http://slidepdf.com/reader/full/condition-survey-data 73/75
Road
Section
Linear Sketch
LayoutLong. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
319.500 319.550 319.600 319.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)319.050 319.100 319.150 319.200 319.250 319.300 319.350
Side Ditch (Y/N)
Drainage Condition
320.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
319.700 319.750 319.800 319.850 319.900 319.950319.400 319.450
7/29/2019 Condition Survey Data
http://slidepdf.com/reader/full/condition-survey-data 74/75
Road
Section
Linear Sketch
LayoutLong. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
320.500 320.550 320.600 320.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)320.050 320.100 320.150 320.200 320.250 320.300 320.350
Side Ditch (Y/N)
Drainage Condition
321.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
320.700 320.750 320.800 320.850 320.900 320.950320.400 320.450
7/29/2019 Condition Survey Data
http://slidepdf.com/reader/full/condition-survey-data 75/75
Road
Section
Linear Sketch
Layout
Long. Align Grade
Faulting/Stepping
Bump
Blowup/Bulking/Shatt
ering
Transverse Crack
Diagonal Crack
Longitudinal Crack
Corner Break
Multiple Cracks
Ravelling
ScalingPopout
Potholes
Joint Spalling
Joint Damage
Loss of Surface
Texture
Slab/Edge Punchout
Pumping
321.500 321.550 321.600 321.650
Design Consultancy Services for 6 Laning of Aurangabad Barwa Adda Section of NH-2Rigid Pavement……………………………. Condition Survey and Distress Rating……………………………………..
Chainage
(km)321.050 321.100 321.150 321.200 321.250 321.300 321.350
Side Ditch (Y/N)
Drainage Condition
322.000
Alignment
Cross Section
Height (m), Crossfall(%)
R
i
g
i
d
P
a
v
e
m
e
n
t
Rigid Shoulder (Y/N)
Soft Shoulder (Y/N)
321.700 321.750 321.800 321.850 321.900 321.950321.400 321.450
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