Compromise Joints
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Compromise Joint Bars are designed to join rail sections of different sizes while
keeping gage and running surfaces in alignment. Compromise joints consist of two bars - an "outside joint bar" and
a "gage side joint bar". Generally speaking, unless the difference between the rail head width is less than 3/16",
right and left-hand joints are required. Unless otherwise specified:
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| To Determine Right-Hand or Left-Hand Joint | To Determine Bolt Hole Locations |
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| Stand between "HEAVY" rails, facing direction of the "LIGHT" rails. Indicate the joint to the right as "right HAND" joint, and the joint to the left as the "left HAND" joint. |
| How To Order Compromise Joints | ||||
| Indicate required quantities of Right-Hand, Left-Hand, and No-Hand Joints: Right-Hand__________ Left-Hand__________ No-Hand__________ |
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| Rail Data | Both section weight (lbs/yd) and type (115RE, 11525, etc.) as branded on the rail, must be provided | Heavy Rail | Light Rail | |
| Section Weight | A | _____ | _____ | |
| Section Type | B | _____ | _____ | |
| Rail Top Wear (in.) | C | _____ | _____ | |
| Drilling Data | Bolt hole diameter (in.) | D | _____ | _____ |
| End hole spacing (edge of rail to C/L of the bolt hole) | E | _____ | _____ | |
| Hole spacing (between C/L of bolt holes) | F | _____ | _____ | |
| Hole spacing (between C/L of bolt holes) | G | _____ | _____ | |
| Hole elevation (from rail base to C/L of bolt holes) | H | _____ | _____ | |
| Joint Length - Overall | J | _____ | _____ | |
DID YOU KNOW
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Saturday, 05-Jul-2008 22:30:39 MDT