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==611.3.1 Design== ...ary in preparing the subgrade, trenching or backfilling for concrete slope protection.

==611.1.1 Design== ...On most projects, rock blanket is the economical method of protecting the embankment around grade separation structures and bridge ends. Type 2 rock blanket pla

==611.2.1 Design== Revetment is used on stream banks in lieu of rock blanket where the thinner protection provided by the revetment is adequate and where stream bank stability will

...t erosion is discussed in [[:Category:611 Embankment Protection|Embankment Protection]] and [[:Category:806 Pollution, Erosion and Sediment Control|Pollution, Er .... Economy is the prime factor for the final selection of the type of ditch protection. It is usually cheaper to widen ditches or flatten special ditch grades tha

...11 Embankment Protection|611 Embankment Protection]]|| ||4-09.5 Embankment Protection

...Section, use some form of [[:Category:611 Embankment Protection|embankment protection]] to allow for steeper slopes. This will require additional roadway items. ...ure interaction. The soil-structure interaction factor, F_e, for embankment installations is taken as follows:

...he control points, as shown in [[Media:611.1 Embankment at Bridge Ends.pdf|Embankment at Bridge Ends]], which may be used for both grade separations and stream c ...e unfavorable condition of allowing for less than adequate rock side slope protection.