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WABASH ST over MAIN STREET

Map 

Coordinates:
+32.69083, -117.12278
32°41'27" N, 117°07'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WABASH ST over MAIN STREET
Structure number:57C0198
Location:0.15 M W/O ROUTE 5
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:84.0 ft. [25.6 m]
Total length:149.0 ft. [45.4 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:66.9 ft. [20.4 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1954
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:3
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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:10,035 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Poor [4 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:82.7 tons [75.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:83.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,547,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201483.3Structurally deficientPoorVery GoodGood10035
June 201283.3Structurally deficientPoorVery GoodGood10035
December 201083.3Structurally deficientPoorVery GoodGood10035
December 200882.5Structurally deficientPoorVery GoodGood15000
November 200685.6Functionally obsoleteSatisfactoryVery GoodGood15000
July 200384.6Functionally obsoleteSatisfactoryVery GoodGood15000
August 200184.6Functionally obsoleteSatisfactoryVery GoodGood15000
May 199984.6Functionally obsoleteSatisfactoryVery GoodGood15000
November 199684.6Functionally obsoleteSatisfactoryVery GoodGood15000
August 199484.5Functionally obsoleteGoodGoodGood15000
June 199284.5Functionally obsoleteGoodGoodGood15000