MIL-HDBK-1005/6
Page
7.1
Turnouts...................................
13
7.2
Connecting Curves..........................
13
7.3
Crossovers.................................
13
a) Description............................
13
b) Reverse Curves.........................
13
7.4
Turnout Location...........................
13
8.1
Width of Crossing..........................
14
8.2
Profile of Crossings.......................
14
8.3
Materials for Crossings....................
14
8.3.1
Heavily Traveled Roads.....................
14
8.3.2
Lightly Traveled Roads.....................
14
8.4
Sign, Signals, Automatic Crossing Gates and
Floodlighting..............................
14
9.1
Highway Grade Crossing.....................
15
9.2
Specifications.............................
15
9.2.1
Bituminous Pavement........................
15
9.2.2
Concrete Pavement..........................
15
9.3
Turnouts...................................
15
10.1
Track Centerline Spacing...................
17
10.2
Minimum Tangent Distance...................
17
10.3
Gradients..................................
17
10.4
Track Ends.................................
17
11.1
Gradient Apportionment.....................
18
11.2
Horizontal and Vertical Clearances.........
18
11.3
Warehouse Railroad Layout..................
18
12.1
Scales.....................................
19
12.1.1
Static Scale...............................
19
12.1.2
Weight-in-Motion Scale.....................
19
12.2
Selection..................................
19
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