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LEIMERT BLVD over SAUSAL CREEK

Map 

Coordinates:
+37.81222, -122.21361
37°48'44" N, 122°12'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LEIMERT BLVD over SAUSAL CREEK
Structure number:33C0215
Location:0.1 MI E OF PARK BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:172.9 ft. [52.7 m]
Total length:357.0 ft. [108.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1926
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:7,335 [as of 2003]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Operating rating:31.4 tons [28.5 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:52.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,393,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201452.3Functionally obsoleteGoodGoodGood7335
November 201242.6Structurally deficientSatisfactoryGoodGood7335
October 201042.8Structurally deficientSatisfactoryGoodGood6600
December 200842.8Structurally deficientSatisfactoryGoodGood6600
March 200742.8Structurally deficientSatisfactoryGoodGood6600
October 200542.8Structurally deficientSatisfactoryGoodGood6600
October 200342.8Structurally deficientSatisfactoryGoodGood6600
December 200242.8Structurally deficientSatisfactoryGoodGood6600
December 200042.8Structurally deficientGoodGoodGood6600
April 199942.8Structurally deficientGoodGoodGood6600
October 199842.8Functionally obsoleteGoodGoodGood6600
August 199531.8Structurally deficientGoodGoodGood6600
December 199331.8Structurally deficientGoodGoodGood6600
June 199139.7Structurally deficientGoodGoodGood6600