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LONGVIEW DR-W80 ON over W80-LIGHT RAIL PARKING

Map 

Coordinates:
+38.64000, -121.40000
38°38'24" N, 121°24'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LONGVIEW DR-W80 ON over W80-LIGHT RAIL PARKING
Structure number:24 0281K
Location:03-SAC-080-M9.15-SAC
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:198.2 ft. [60.4 m]
Total length:625.0 ft. [190.5 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Owner:State Highway Agency [01]
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:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:7,500 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:74.1 tons [67.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$3,044,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201576.7Functionally obsoleteGoodVery GoodGood7500
January 201375.7Functionally obsoleteGoodVery GoodGood7500
March 201175.7Functionally obsoleteGoodVery GoodGood7500
March 200976.4Functionally obsoleteGoodVery GoodGood5200
February 200775.4Functionally obsoleteFairVery GoodGood5200
February 200573.3Structurally deficientPoorVery GoodGood5200
January 200373.3Structurally deficientPoorVery GoodGood5200
January 200173.3Structurally deficientPoorGoodGood5200
March 199576.4Functionally obsoleteSatisfactoryGoodGood5200
April 199380.1Functionally obsoleteGoodGoodVery Good3050
January 199180.1Functionally obsoleteGoodGoodVery Good3050