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SAN LEANDRO, UP RR over LION CREEK

Map 

Coordinates:
+37.75583, -122.20000
37°45'21" N, 122°12'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SAN LEANDRO, UP RR over LION CREEK
Structure number:33C0216
Location:NEAR 69TH AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:85.3 ft. [26.0 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1940
Year reconstructed:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:20,904 [as of 2003]
Truck traffic:5% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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: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:29.9 tons [27.2 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Sufficiency rating:71.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201471.1Not deficient---20904
November 201287.4Not deficient---20904
January 201187.5Not deficient---19370
December 200887.5Not deficient---19370
March 200787.8Not deficient---19370
October 200587.8Not deficient---19370
December 200287.8Not deficient---19370
November 200187.8Not deficient---19370
November 199885.7Not deficient---19370
November 199535.1Structurally deficient---19370
December 199335.1Structurally deficient---19370
July 199180.8Not deficient---19370