ARBOR ROSE WAY over ROSE WAY (0) DYSAR CREEK

Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.

Facts

Name:	ARBOR ROSE WAY over ROSE WAY (0) DYSAR CREEK
Structure number:	2563266
Location:	365 FT E/RIVER PEBBLE DR
Purpose:	Carries highway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	20.0 ft. `[6.1 m]`
Total length:	68.9 ft. `[21.0 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	2000
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Culvert `[19]`
Deck type:	Not applicable `[N]`

Status:	Open, no restriction `[A]`
Average daily traffic:	100 `[as of 2004]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Culvert condition:	Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Operating rating:	44.6 tons `[40.5 metric tons]`
Inventory rating:	35.6 tons `[32.4 metric tons]`
Sufficiency rating:	100.0