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SB STATE ROUTE 87 over CURTNER AVENUE

Map 

Coordinates:
+37.29389, -121.87278
37°17'38" N, 121°52'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SB STATE ROUTE 87 over CURTNER AVENUE
Structure number:37 0362L
Location:04-SCL-087-2.84-SJS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:123.4 ft. [37.6 m]
Total length:233.0 ft. [71.0 m]
Roadway width between curbs:68.2 ft. [20.8 m]
Deck width edge-to-edge:71.5 ft. [21.8 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1993
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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:55,000 [as of 2009]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:91.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201591.8Not deficientSatisfactoryVery GoodGood55000
April 201391.8Not deficientSatisfactoryVery GoodGood55000
April 201193.3Not deficientSatisfactoryVery GoodGood50000
April 200993.3Not deficientSatisfactoryVery GoodGood50000
July 200793.3Not deficientSatisfactoryVery GoodGood50000
June 200593.3Not deficientSatisfactoryVery GoodGood50000
January 200493.3Not deficientSatisfactoryVery GoodGood50000
September 200193.9Not deficientSatisfactoryVery GoodGood43500
October 199994.9Not deficientGoodVery GoodGood43500
June 199894.9Not deficientGoodVery GoodGood43500
October 199699.5Not deficientGoodVery GoodGood5000
June 1993100.0Not deficientGoodGoodVery Good-