Herewith below we have shared more than MCQs in Highway Engineering of our Civil Engineering subject. This will be very useful to study MCQs in systematic Manner.
Quiz-summary
0 of 363 questions completed
Questions:
- 1
- 2
- 3
- 4
- 5
- 6
- 7
- 8
- 9
- 10
- 11
- 12
- 13
- 14
- 15
- 16
- 17
- 18
- 19
- 20
- 21
- 22
- 23
- 24
- 25
- 26
- 27
- 28
- 29
- 30
- 31
- 32
- 33
- 34
- 35
- 36
- 37
- 38
- 39
- 40
- 41
- 42
- 43
- 44
- 45
- 46
- 47
- 48
- 49
- 50
- 51
- 52
- 53
- 54
- 55
- 56
- 57
- 58
- 59
- 60
- 61
- 62
- 63
- 64
- 65
- 66
- 67
- 68
- 69
- 70
- 71
- 72
- 73
- 74
- 75
- 76
- 77
- 78
- 79
- 80
- 81
- 82
- 83
- 84
- 85
- 86
- 87
- 88
- 89
- 90
- 91
- 92
- 93
- 94
- 95
- 96
- 97
- 98
- 99
- 100
- 101
- 102
- 103
- 104
- 105
- 106
- 107
- 108
- 109
- 110
- 111
- 112
- 113
- 114
- 115
- 116
- 117
- 118
- 119
- 120
- 121
- 122
- 123
- 124
- 125
- 126
- 127
- 128
- 129
- 130
- 131
- 132
- 133
- 134
- 135
- 136
- 137
- 138
- 139
- 140
- 141
- 142
- 143
- 144
- 145
- 146
- 147
- 148
- 149
- 150
- 151
- 152
- 153
- 154
- 155
- 156
- 157
- 158
- 159
- 160
- 161
- 162
- 163
- 164
- 165
- 166
- 167
- 168
- 169
- 170
- 171
- 172
- 173
- 174
- 175
- 176
- 177
- 178
- 179
- 180
- 181
- 182
- 183
- 184
- 185
- 186
- 187
- 188
- 189
- 190
- 191
- 192
- 193
- 194
- 195
- 196
- 197
- 198
- 199
- 200
- 201
- 202
- 203
- 204
- 205
- 206
- 207
- 208
- 209
- 210
- 211
- 212
- 213
- 214
- 215
- 216
- 217
- 218
- 219
- 220
- 221
- 222
- 223
- 224
- 225
- 226
- 227
- 228
- 229
- 230
- 231
- 232
- 233
- 234
- 235
- 236
- 237
- 238
- 239
- 240
- 241
- 242
- 243
- 244
- 245
- 246
- 247
- 248
- 249
- 250
- 251
- 252
- 253
- 254
- 255
- 256
- 257
- 258
- 259
- 260
- 261
- 262
- 263
- 264
- 265
- 266
- 267
- 268
- 269
- 270
- 271
- 272
- 273
- 274
- 275
- 276
- 277
- 278
- 279
- 280
- 281
- 282
- 283
- 284
- 285
- 286
- 287
- 288
- 289
- 290
- 291
- 292
- 293
- 294
- 295
- 296
- 297
- 298
- 299
- 300
- 301
- 302
- 303
- 304
- 305
- 306
- 307
- 308
- 309
- 310
- 311
- 312
- 313
- 314
- 315
- 316
- 317
- 318
- 319
- 320
- 321
- 322
- 323
- 324
- 325
- 326
- 327
- 328
- 329
- 330
- 331
- 332
- 333
- 334
- 335
- 336
- 337
- 338
- 339
- 340
- 341
- 342
- 343
- 344
- 345
- 346
- 347
- 348
- 349
- 350
- 351
- 352
- 353
- 354
- 355
- 356
- 357
- 358
- 359
- 360
- 361
- 362
- 363
Information
Welcome to Practise Section…
Have a Nice day!
You have already completed the quiz before. Hence you can not start it again.
Quiz is loading...
You must sign in or sign up to start the quiz.
You have to finish following quiz, to start this quiz:
Results
Your time:
Time has elapsed
You have reached 0 of 0 points, (0)
Categories
- Highway Engineering Practise MCQs 0%
-
thanks for being a part
- 1
- 2
- 3
- 4
- 5
- 6
- 7
- 8
- 9
- 10
- 11
- 12
- 13
- 14
- 15
- 16
- 17
- 18
- 19
- 20
- 21
- 22
- 23
- 24
- 25
- 26
- 27
- 28
- 29
- 30
- 31
- 32
- 33
- 34
- 35
- 36
- 37
- 38
- 39
- 40
- 41
- 42
- 43
- 44
- 45
- 46
- 47
- 48
- 49
- 50
- 51
- 52
- 53
- 54
- 55
- 56
- 57
- 58
- 59
- 60
- 61
- 62
- 63
- 64
- 65
- 66
- 67
- 68
- 69
- 70
- 71
- 72
- 73
- 74
- 75
- 76
- 77
- 78
- 79
- 80
- 81
- 82
- 83
- 84
- 85
- 86
- 87
- 88
- 89
- 90
- 91
- 92
- 93
- 94
- 95
- 96
- 97
- 98
- 99
- 100
- 101
- 102
- 103
- 104
- 105
- 106
- 107
- 108
- 109
- 110
- 111
- 112
- 113
- 114
- 115
- 116
- 117
- 118
- 119
- 120
- 121
- 122
- 123
- 124
- 125
- 126
- 127
- 128
- 129
- 130
- 131
- 132
- 133
- 134
- 135
- 136
- 137
- 138
- 139
- 140
- 141
- 142
- 143
- 144
- 145
- 146
- 147
- 148
- 149
- 150
- 151
- 152
- 153
- 154
- 155
- 156
- 157
- 158
- 159
- 160
- 161
- 162
- 163
- 164
- 165
- 166
- 167
- 168
- 169
- 170
- 171
- 172
- 173
- 174
- 175
- 176
- 177
- 178
- 179
- 180
- 181
- 182
- 183
- 184
- 185
- 186
- 187
- 188
- 189
- 190
- 191
- 192
- 193
- 194
- 195
- 196
- 197
- 198
- 199
- 200
- 201
- 202
- 203
- 204
- 205
- 206
- 207
- 208
- 209
- 210
- 211
- 212
- 213
- 214
- 215
- 216
- 217
- 218
- 219
- 220
- 221
- 222
- 223
- 224
- 225
- 226
- 227
- 228
- 229
- 230
- 231
- 232
- 233
- 234
- 235
- 236
- 237
- 238
- 239
- 240
- 241
- 242
- 243
- 244
- 245
- 246
- 247
- 248
- 249
- 250
- 251
- 252
- 253
- 254
- 255
- 256
- 257
- 258
- 259
- 260
- 261
- 262
- 263
- 264
- 265
- 266
- 267
- 268
- 269
- 270
- 271
- 272
- 273
- 274
- 275
- 276
- 277
- 278
- 279
- 280
- 281
- 282
- 283
- 284
- 285
- 286
- 287
- 288
- 289
- 290
- 291
- 292
- 293
- 294
- 295
- 296
- 297
- 298
- 299
- 300
- 301
- 302
- 303
- 304
- 305
- 306
- 307
- 308
- 309
- 310
- 311
- 312
- 313
- 314
- 315
- 316
- 317
- 318
- 319
- 320
- 321
- 322
- 323
- 324
- 325
- 326
- 327
- 328
- 329
- 330
- 331
- 332
- 333
- 334
- 335
- 336
- 337
- 338
- 339
- 340
- 341
- 342
- 343
- 344
- 345
- 346
- 347
- 348
- 349
- 350
- 351
- 352
- 353
- 354
- 355
- 356
- 357
- 358
- 359
- 360
- 361
- 362
- 363
- Answered
- Review
-
Question 1 of 363
1. Question
Group index method of design of flexible pavement is
-
Question 2 of 363
2. Question
Which of the following is considered to be the highest quality construction in the group of black top pavements?
-
Question 3 of 363
3. Question
Los Angeles testing machine is used to conduct
-
Question 4 of 363
4. Question
When the width of car parking space and width of street are limited, generally preferred parking system is
-
Question 5 of 363
5. Question
When the bituminous surfacing is done on already existing black top road or over existing cement concrete road, the type of treatment given is
-
Question 6 of 363
6. Question
In the penetration macadam construction, the bitumen is
-
Question 7 of 363
7. Question
The drain which is provided parallel to roadway to intercept and divert the water from hill slopes is known as
-
Question 8 of 363
8. Question
The function of an expansion joint in rigid pavements is to
-
Question 9 of 363
9. Question
Select the correct statement.
-
Question 10 of 363
10. Question
Penetration test on bitumen is used for determining its
-
Question 11 of 363
11. Question
In soils having same values of plasticity index, if liquid limit is increased, then
-
Question 12 of 363
12. Question
The maximum limit of water absorption for aggregate suitable for road construction is
-
Question 13 of 363
13. Question
The critical combination of stresses for corner region in cement concrete roads is
-
Question 14 of 363
14. Question
In highway construction, rolling starts from
-
Question 15 of 363
15. Question
The most economical lighting layout which is suitable for narrow roads is
-
Question 16 of 363
16. Question
The ideal shape of a transition curve, is
-
Question 17 of 363
17. Question
The full width of land acquired before finalising a highway, alignment is known
-
Question 18 of 363
18. Question
Tyre pressure influences the
-
Question 19 of 363
19. Question
Any gradient on a road is said to be an exceptional gradient, if it is
-
Question 20 of 363
20. Question
During last phase of the reconnaissance, details of the grade line is recorded on 2 metre poles to indicate
-
Question 21 of 363
21. Question
The most suitable equipment for compacting clayey soils is a
-
Question 22 of 363
22. Question
Pick up the correct statement from the following:
-
Question 23 of 363
23. Question
Three points A, B and C 500 m apart on a straight road have 500 m, 505 m and 510 m as their reduced levels. The road is said to have
-
Question 24 of 363
24. Question
Select the correct statement.
-
Question 25 of 363
25. Question
The minimum design speed of various types of highways in plain terrain is the same as the ruling design speed of
-
Question 26 of 363
26. Question
Excessive camber on pavements may cause
-
Question 27 of 363
27. Question
In hill roads the side drains arc provided
-
Question 28 of 363
28. Question
Selection of the routes, of highways depends upon
-
Question 29 of 363
29. Question
Maximum number of vehicles that can pass a given point on a lane during one hour without creating unreasonable delay, is known as
-
Question 30 of 363
30. Question
A traffic rotary is justified where
-
Question 31 of 363
31. Question
Pick up the correct statement from the following:
-
Question 32 of 363
32. Question
Pick up the correct statement from the following:
-
Question 33 of 363
33. Question
If aggregate impact value is 20 to 30 percent, then it is classified as
-
Question 34 of 363
34. Question
Design of horizontal curves on highways, is based on
-
Question 35 of 363
35. Question
Set-back distance is the distance between
-
Question 36 of 363
36. Question
RC-2, MC-2 and SC-2 correspond to
-
Question 37 of 363
37. Question
Speed regulations on roads is decided on the basis of
-
Question 38 of 363
38. Question
At intersection of roads, the traffic volume study is carried out to ascertain the number of vehicles
-
Question 39 of 363
39. Question
Flexible pavement distribute the wheel load
-
Question 40 of 363
40. Question
The most commonly adopted method to provide super-elevation on roads, is by pivoting the road surface about
-
Question 41 of 363
41. Question
When load is applied on concrete pavement
-
Question 42 of 363
42. Question
The fundamental factor in the selection of pavement type is
-
Question 43 of 363
43. Question
If the coefficient of friction on the road surface is 0.15 and a maximum super-elevation 1 in 15 is provided, the maximum speed of the vehicles on a curve of 100 metre radius, is
-
Question 44 of 363
44. Question
Pick up the correct statement from the following:
-
Question 45 of 363
45. Question
For the construction of water bound macadam roads, the correct sequence of operations after spreading coarse aggregates is
-
Question 46 of 363
46. Question
In case of a multi-lane road, overtaking is generally permitted
-
Question 47 of 363
47. Question
If degree of a road curve is defined by assuming the standard length of an arc as 30 metres, the radius of 1° curve is equal
-
Question 48 of 363
48. Question
The walls which are necessary on the hill side of roadway where earth has to be retained from slipping is known as
-
Question 49 of 363
49. Question
If cross slope of a country is greater than 60%, the terrain is classified as
-
Question 50 of 363
50. Question
The length of a transition curve, is governed by
-
Question 51 of 363
51. Question
When a number of roads are meeting at a point and only one of the roads is important, then the suitable shape of rotary is
-
Question 52 of 363
52. Question
A gradient along which the vehicle does not require any tractive effort to maintain a specified speed, is known as
-
Question 53 of 363
53. Question
In welded wire mesh, the longitudinal wire is placed at
-
Question 54 of 363
54. Question
Percentage of free carbon in bitumen is
-
Question 55 of 363
55. Question
Pavement is said to be flexible if it contains
-
Question 56 of 363
56. Question
Hill roads are
-
Question 57 of 363
57. Question
The method of design of flexible pavement as recommended by IRC is
-
Question 58 of 363
58. Question
A district road with a bituminous pavement has a horizontal curve of 1000 m for a design speed of 75 km ph. The super-elevation is
-
Question 59 of 363
59. Question
The head of public works department of any Indian state, is
-
Question 60 of 363
60. Question
Tie bars in cement concrete pavements are at
-
Question 61 of 363
61. Question
As per recommendations of I.R.C., traffic volume study is carried out for rural roads for 7 days continuously during
-
Question 62 of 363
62. Question
Formation width of a hill road is the distance between
-
Question 63 of 363
63. Question
The camber of shoulders in water bound macadam roads is
-
Question 64 of 363
64. Question
Traffic surveys are carried out
-
Question 65 of 363
65. Question
The difference in gradients after full super-elevation and the initial alignment of a road, is known as
-
Question 66 of 363
66. Question
The camber for hill roads in case of bituminous surfacing is adopted as
-
Question 67 of 363
67. Question
If C is basic capacity per lane, V is velocity in km/hour, S is stopping distance plus length of the vehicles in metres, the formula C = 1000V/S is applicable to
-
Question 68 of 363
68. Question
To prevent movement of moisture from sub-grade to road pavement on embankments about 0.6 m to 1 m higher than water table, the thickness of cut off layer of coarse sand used, is
-
Question 69 of 363
69. Question
The direct interchange ramp involves
-
Question 70 of 363
70. Question
Design of flexible pavements is based on
-
Question 71 of 363
71. Question
The total value of extra widening required at a horizontal curve on a two lane hill road of radius 42 m for a design speed of 50 kmph and for vehicles with wheel base 6 m, is
-
Question 72 of 363
72. Question
Which of the following represents hardest grade of bitumen?
-
Question 73 of 363
73. Question
The weight of vehicles affects
-
Question 74 of 363
74. Question
Pick up the correct statement from the following:
-
Question 75 of 363
75. Question
The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life pavement is
-
Question 76 of 363
76. Question
According to the recommendations of Nagpur Conference, the width formation of an ideal National Highway in hard rock cutting, is
-
Question 77 of 363
77. Question
Setting out of Lemniscate transition curves, is done with
-
Question 78 of 363
78. Question
Maximum daily traffic capacity of bituminous pavements is
-
Question 79 of 363
79. Question
The head light of vehicles should be such that its lower beam illuminates objects at
-
Question 80 of 363
80. Question
The gradients of trace cuts for hilly roads, are kept
-
Question 81 of 363
81. Question
Which of the following represents a carpet of sand-bitumen mix without coarse aggregates?
-
Question 82 of 363
82. Question
Reinforcement in cement concrete slab of road pavements, is placed
-
Question 83 of 363
83. Question
The ability of a driver to stop the vehicle moving with the designed speed, depends upon:
-
Question 84 of 363
84. Question
Maximum number of vehicles can be parked with
-
Question 85 of 363
85. Question
On concrete roads, the camber generally provided, is
-
Question 86 of 363
86. Question
If d is the economic designed depth of a slab, the thickness of the cement concrete pavement slab at interior, is kept
-
Question 87 of 363
87. Question
The ductility value of bitumen for suitability in road construction should not be less than
-
Question 88 of 363
88. Question
If L is the length of a moving vehicle and R is the radius of curve, the extra mechanical width b to be provided on horizontal curves,
-
Question 89 of 363
89. Question
Interior thickness of concrete road slab for design wheel load 6300 kg and permissible flexural stress 21 kg/cm2, is
-
Question 90 of 363
90. Question
For rapid curing cutbacks, the oil used is
-
Question 91 of 363
91. Question
The width of different roads as recommended in Nagpur plan by the Indian Road Conference for hilly region, is
-
Question 92 of 363
92. Question
To prevent a head-on-collision of vehicles travelling in opposite directions along four-lane roads
-
Question 93 of 363
93. Question
The maximum thickness of expansion joint in rigid pavements is
-
Question 94 of 363
94. Question
Length of vehicles does not affect
-
Question 95 of 363
95. Question
The type of curves generally provided on highways, is
-
Question 96 of 363
96. Question
The thickness of bituminous carpet varies from
-
Question 97 of 363
97. Question
The advantage of providing super-elevation on roads, is
-
Question 98 of 363
98. Question
Gradient resistance of moving vehicles along down slopes, is
-
Question 99 of 363
99. Question
As per IRC recommendations, the average level of illumination on important roads carrying fast traffic is
-
Question 100 of 363
100. Question
Camber in pavements is provided by
-
Question 101 of 363
101. Question
Over taking time required for a vehicle with design speed 50 km ph and overtaking acceleration 1.25 m/sec2 to overtake a vehicle moving at a speed 30 km ph, is
-
Question 102 of 363
102. Question
The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve
-
Question 103 of 363
103. Question
According to Indian Road Congress, the width of carriageway, is
-
Question 104 of 363
104. Question
For night travel, the length of a valley curve should be such that the head light beam distance is the same as
-
Question 105 of 363
105. Question
The binder normally used in flexible pavement construction is
-
Question 106 of 363
106. Question
Intermediate catch water drains are provided only, if
-
Question 107 of 363
107. Question
In retaining and breast walls, weep holes are provided at
-
Question 108 of 363
108. Question
In highway construction on super-elevated curves, the rolling shall proceed from
-
Question 109 of 363
109. Question
An upgrade g1% is followed by a downgrade g2%. The equation of the parabolic curve of length L to be introduced, is given by
-
Question 110 of 363
110. Question
Pick up the correct statement from the following:
-
Question 111 of 363
111. Question
Which of the following tests measures the toughness of road aggregates?
-
Question 112 of 363
112. Question
Reconnaissance is best done with the help of
-
Question 113 of 363
113. Question
To ensure that bullock carts may not overturn on curves, the maximum value of super-elevation, recommended by I.R.C., is
-
Question 114 of 363
114. Question
If the group index value of sub-grade is between 5 and 9, then the sub-grade is treated as
-
Question 115 of 363
115. Question
An Executive Engineer of roads, executes works under direct control of
-
Question 116 of 363
116. Question
The distance travelled by revolving the wheel of a vehicle more than its circumferential movement, is known as
-
Question 117 of 363
117. Question
The suitable surfacing material for a bridge deck slab is
-
Question 118 of 363
118. Question
If the velocity of moving vehicles on a road is 24 km/per hour, stopping distance is 19 metres and average length of vehicles is 6 metres, the basic capacity of lane, is
-
Question 119 of 363
119. Question
Traffic census is carried out for
-
Question 120 of 363
120. Question
In CBR test the value of CBR is calculated at
-
Question 121 of 363
121. Question
If the radii of a compound curve and a reverse curve are respectively the same, the length of common tangent
-
Question 122 of 363
122. Question
The best compromise between the increase of the length of a highway and reduction in its load carrying capacity, is the ruling gradient
-
Question 123 of 363
123. Question
Bottom most layer of pavement is known as
-
Question 124 of 363
124. Question
The number of vehicles moving in a specified direction on a roadway that pass a given point during specified unit of time, is called
-
Question 125 of 363
125. Question
Ruling gradient on hill roads 300 m above M.S.L. is kept
-
Question 126 of 363
126. Question
The aggregates required for one kilometre length of water bound macadam road per meter width and for 10 mm thickness is
-
Question 127 of 363
127. Question
The minimum value of camber provided for thin bituminous surface hill roads, is
-
Question 128 of 363
128. Question
Roundabouts are not suitable if number of vehicles exceed
-
Question 129 of 363
129. Question
The minimum design speed for hairpin bends in hill roads is taken as
-
Question 130 of 363
130. Question
Thickness of a pavement may be reduced considerably by
-
Question 131 of 363
131. Question
To compensate the loss of tractive force of vehicles along curves of radius R, the percentage reduction of gradient, is
-
Question 132 of 363
132. Question
The maximum allowable Los Angeles abrasion value for high quality surface course is
-
Question 133 of 363
133. Question
The minimum ratio of the radii of two circular curves of a compound curve, is kept
-
Question 134 of 363
134. Question
The distance travelled by a moving vehicle during perception and brake reaction times, is known as
-
Question 135 of 363
135. Question
Rigidity factor for a tyre pressure greater than 7 kg/cm2 is
-
Question 136 of 363
136. Question
The formula for calculating the depth of concrete pavements suggested by Gold beck, is
-
Question 137 of 363
137. Question
If a Lemniscate curve having an angle of deflection A, is transitional throughout, the maximum polar angle is
-
Question 138 of 363
138. Question
Most suitable material for highway embankments is
-
Question 139 of 363
139. Question
The road foundation for modern highways construction, was developed by
-
Question 140 of 363
140. Question
Longitudinal pavement lines marked broken in white paint
-
Question 141 of 363
141. Question
The recommended grade of tar for grouting purpose is
-
Question 142 of 363
142. Question
According to Highway Research Board of U.S.A. practical land width, is
-
Question 143 of 363
143. Question
If the radius of a main curve is 300 m and length of the transition curve is 100 m, the angle with tangent to locate the junction point, is
-
Question 144 of 363
144. Question
Which of the following premix methods is used for base course?
-
Question 145 of 363
145. Question
Pick up the correct statement from the following:
-
Question 146 of 363
146. Question
The statement, regarding the size of stones used at the wearing surface. “The size of a stone used on a road must be in due proportion to the space occupied by a wheel of ordinary dimensions on a smooth level surface. The point of contact will be found to be longitudinal about 2.5 cm and every piece of stone put into the road which exceeds 2.5 cm in any of its dimension is mischievous” was made by
-
Question 147 of 363
147. Question
Bitumen of grade 80/100 means
-
Question 148 of 363
148. Question
Pick up the correct statement from the following:
-
Question 149 of 363
149. Question
I.R.T.D.A. (Indian Roads and Transport Development Association) was set up at Bombay in
-
Question 150 of 363
150. Question
The maximum spacing of contraction joints in rigid pavements is
-
Question 151 of 363
151. Question
If N is deviation angle, the length L, of a parabolic vertical curve for safe stopping distance S, is
-
Question 152 of 363
152. Question
A single lane carriage way whenever changes to two-lane carriage way, is affected through a taper of
-
Question 153 of 363
153. Question
Softening point of bitumen to be used for read construction at a place where maximum temperature is 40°C should be
-
Question 154 of 363
154. Question
According to IRC : 52-1973, for a single lane National Highway in hilly region,
-
Question 155 of 363
155. Question
If a Lemniscate curve of transition throughout is introduced to connect two parallel roads, the maximum polar angle of the curve, is
-
Question 156 of 363
156. Question
Minimum thickness of a layer of fine sand required to cut off capillary rise of water completely, should be
-
Question 157 of 363
157. Question
The standard equation of a cubical spiral transition curve provided on roads, is
-
Question 158 of 363
158. Question
If N is the algebraic difference of grades, S is the head light beam distance in metres, the length (L) of a valley curve, is
-
Question 159 of 363
159. Question
To prevent compressive stresses in a rigid concrete pavement, the joint provided, is
-
Question 160 of 363
160. Question
Along high ways confirmatory route markers are generally fixed
-
Question 161 of 363
161. Question
If the width of carriage way is 12.5 metres, outer edge 50 cm higher than the inner edge, the required super elevation is
-
Question 162 of 363
162. Question
If N is the net difference of grades, S is the minimum overtaken sight distance in metres, the length (L) of a summit curve, is
-
Question 163 of 363
163. Question
Super-elevation on roads in snow bound areas, should generally not exceed
-
Question 164 of 363
164. Question
Passing zones are generally not provided on
-
Question 165 of 363
165. Question
In a braking test, a vehicle travelling at 36 km ph was stopped at a braking distance of 8.0 m. The average value of the vehicle’s skid resistance (friction coefficient) is
-
Question 166 of 363
166. Question
The first stage of deciding the alignment of a hill road, is
-
Question 167 of 363
167. Question
The normal road land width for a National or State highway, in open areas should be
-
Question 168 of 363
168. Question
Floating gradients are generally provided
-
Question 169 of 363
169. Question
If cross slope of a country is upto 10% the terrain is classified as
-
Question 170 of 363
170. Question
Area of steel required per metre width of pavement for a length of 20 m for design wheel load 6300 kg and permissible stress in steel 1400 kg/cm2, is