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LEIGH AVENUE over STATE ROUTE 85

Map 

Coordinates:
+37.25083, -121.92222
37°15'03" N, 121°55'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LEIGH AVENUE over STATE ROUTE 85
Structure number:37 0501
Location:04-SCL-085-8.77-SJS
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:102.7 ft. [31.3 m]
Total length:192.9 ft. [58.8 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:75.8 ft. [23.1 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:10,800 [as of 1999]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201595.0Not deficientSatisfactoryGoodVery Good10800
September 201394.0Not deficientFairVery GoodGood10800
September 201194.0Not deficientFairVery GoodGood10800
September 200995.0Not deficientSatisfactoryVery GoodGood10800
September 200795.0Not deficientSatisfactoryVery GoodGood10800
May 200595.0Not deficientSatisfactoryVery GoodGood10800
May 200395.6Not deficientSatisfactoryVery GoodGood4000
June 200195.6Not deficientSatisfactoryVery GoodGood4000
July 199895.6Not deficientSatisfactoryVery GoodGood4000
June 199693.6Not deficientSatisfactoryGoodGood4000
January 199593.7Not deficientVery GoodVery GoodVery Good4000