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SR 85 & CAMDEN AVE over ROSS CREEK

Map 

Coordinates:
+37.25000, -121.91167
37°15'00" N, 121°54'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 85 & CAMDEN AVE over ROSS CREEK
Structure number:37 0469
Location:04-SCL-085-8.15-SJS
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:11.5 ft. [3.5 m]
Total length:24.3 ft. [7.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1991
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 [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:122,000 [as of 2009]
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:77.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201577.0Not deficient---122000
September 201364.6Not deficient---122000
September 201164.6Not deficient---122000
September 200958.7Functionally obsolete---139000
September 200763.5Not deficient---139000
May 200563.5Not deficient---139000
January 200495.0Not deficient---750