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N&S101-S110 CONNEC over TEMPLE STREET

Map 

Coordinates:
+34.06167, -118.24833
34°03'42" N, 118°14'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N&S101-S110 CONNEC over TEMPLE STREET
Structure number:53 0240H
Location:07-LA-101-1.63-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:85.0 ft. [25.9 m]
Total length:97.1 ft. [29.6 m]
Roadway width between curbs:37.4 ft. [11.4 m]
Deck width edge-to-edge:58.7 ft. [17.9 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:21°
Owner:State Highway Agency [01]
Year built:1948
Year reconstructed:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:76,801 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:83.7 tons [76.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:64.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$890,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201564.0Functionally obsoleteSatisfactoryVery GoodVery Good76801
October 201364.0Functionally obsoleteGoodVery GoodGood76801
May 201164.0Functionally obsoleteGoodVery GoodGood76801
May 200964.0Functionally obsoleteGoodVery GoodGood76801
May 200764.0Functionally obsoleteGoodVery GoodGood76801
December 200464.0Not deficientGoodVery GoodGood76801
January 200364.0Not deficientGoodGoodGood76801
March 200266.0Not deficientGoodGoodGood76801
June 199866.0Not deficientGoodGoodGood76801
August 199466.0Functionally obsoleteVery GoodGoodGood76801
August 199266.8Functionally obsoleteVery GoodGoodGood63000