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CAMPUS DR over LION CREEK TRIBUTARY

Map 

Coordinates:
+37.79417, -122.17000
37°47'39" N, 122°10'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CAMPUS DR over LION CREEK TRIBUTARY
Structure number:33C0238
Location:ABOUT 0.5 MI SE REDWOD RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:62.0 ft. [18.9 m]
Total length:306.1 ft. [93.3 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:69.6 ft. [21.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:7,991 [as of 2003]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:70.6 tons [64.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:59.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201459.0Not deficientFairVery GoodVery Good7991
January 201360.0Not deficientSatisfactoryVery GoodGood7991
November 201057.0Structurally deficientPoorVery GoodGood10232
February 200957.0Structurally deficientPoorVery GoodGood10232
December 200657.0Structurally deficientPoorVery GoodGood10232
October 200557.0Structurally deficientPoorVery GoodGood10232
December 200257.0Structurally deficientPoorVery GoodGood10232
December 200055.0Structurally deficientSeriousVery GoodGood10232
December 199955.0Structurally deficientSeriousVery GoodGood10232
November 199855.0Structurally deficientSeriousVery GoodGood10232
November 199531.3Structurally deficientSatisfactorySatisfactorySatisfactory10232
December 199331.3Structurally deficientSatisfactorySatisfactorySatisfactory10232
July 199138.4Structurally deficientSatisfactorySatisfactorySatisfactory10232