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ROEDING DR over DRY CREEK CANAL

Map

Coordinates:
+36.73417, -119.82829
36°44'03" N, 119°49'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROEDING DR over DRY CREEK CANAL
Structure number:42C0626
Location:0.1 MI SOUTH OF SR 180
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:11.2 ft. [3.4 m]
Total length:24.6 ft. [7.5 m]
Roadway width between curbs:98.4 ft. [30.0 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Skew angle:26°
Owner:City or Municipal Highway Agency [04]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:862 [as of 2009]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Sufficiency rating:96.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Good7 out of 1086296.8
March 2013Good8 out of 1086296.8
November 2009Good7 out of 10197.0
November 2005Good7 out of 10197.0
November 2003Good8 out of 10197.0