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Construction Program Management and Inspection Guide

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Guardrail <strong>and</strong> End Treatments<br />

Strong Post W-Beam Guardrail<br />

Verify:<br />

Height<br />

▼ Roadside installations: 706 mm (27-28 in) to top of<br />

w-beam rail.<br />

▼ Median installations: 550 mm (22 in) to center of rail<br />

with no rubrail, or 610 mm (24 in) to center of rail <strong>and</strong><br />

300 mm (12 in) to center of rubrail.<br />

Blockout<br />

▼ Wood blockouts with wood posts toenailed to prevent<br />

rotation of blockout.<br />

▼ Wood blockouts with steel posts routed <strong>and</strong> fit around<br />

edge of steel post.<br />

▼ Steel blockouts only if speeds are 72 km (45 mph)<br />

or less.<br />

▼ Recycled or composite blockouts connected in a<br />

manner that prevents rotation.<br />

Rail<br />

▼ Splices lapped to prevent snagging for the direction of<br />

traffic nearest the rail.<br />

Location<br />

▼ Slope in front of w-beam guardrail no steeper than<br />

1:10.<br />

▼ Preferred minimum offset from shoulder is 0.6 m (2 ft).<br />

▼ No rigid objects within 0.9 m (3 ft) of the back of the<br />

line of posts unless measures have been taken to further<br />

stiffen the system.<br />

Terminals<br />

▼ Strut on ground or partially buried.<br />

▼ Wood post holes near ground (see manufacturer’s<br />

drawing for height <strong>and</strong> number of drilled posts as well<br />

as need for soil tubes).<br />

▼ Steel posts hinged for breakaway design.<br />

▼ Slope approaching <strong>and</strong> around terminal no steeper than<br />

1:10.<br />

Appendix D: <strong>Inspection</strong>s-in-Depth<br />

CONSTRUCTION PROGRAM MANAGEMENT AND INSPECTION GUIDE (5/01/04)<br />

Concrete Barrier<br />

Verify:<br />

Height<br />

▼ Basic: 810 mm (32 in) minimum to top of w-beam<br />

barrier.<br />

▼ Heavy truck traffic: 1070 mm (42 in) to top of barrier.<br />

General<br />

▼ Ensure that all concrete barriers are terminated in a<br />

backslope with an approved crash cushion or with an<br />

approved transition to guardrail design.<br />

NOTE: Substantiate the above dimensions with the<br />

approved plans <strong>and</strong> details or manufacturers<br />

recommendations prior to the review. For further<br />

information on these issues or other types of roadside<br />

hardware, see the AASHTO Roadside Design <strong>Guide</strong><br />

(see Appendix E).<br />

D–21

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