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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

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201595.0FairSatisfactoryGoodVery Good-10800
September 201394.0FairFairVery GoodGood-10800
September 201194.0FairFairVery GoodGood-10800
September 200995.0FairSatisfactoryVery GoodGood-10800
September 200795.0FairSatisfactoryVery GoodGood-10800
May 200595.0FairSatisfactoryVery GoodGood-10800
May 200395.6FairSatisfactoryVery GoodGood-4000
June 200195.6FairSatisfactoryVery GoodGood-4000
July 199895.6FairSatisfactoryVery GoodGood-4000
June 199693.6FairSatisfactoryGoodGood-4000
January 199593.7GoodVery GoodVery GoodVery Good-4000