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CAPITOL EXPRESSWAY over U.S. HIGHWAY 101

Map 

Coordinates:
+37.30333, -121.81500
37°18'12" N, 121°48'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CAPITOL EXPRESSWAY over U.S. HIGHWAY 101
Structure number:37 0218
Location:04-SCL-101-31.70-SJS
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:80.1 ft. [24.4 m]
Total length:299.9 ft. [91.4 m]
Roadway width between curbs:107.3 ft. [32.7 m]
Deck width edge-to-edge:127.6 ft. [38.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:43,338 [as of 1998]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:34.5 tons [31.4 metric tons]
Inventory rating:25.3 tons [23.0 metric tons]
Sufficiency rating:77.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201577.7Not deficientFairGoodSatisfactory43338
February 201388.7Not deficientFairGoodSatisfactory43338
March 201188.7Not deficientFairVery GoodSatisfactory43338
March 200988.7Not deficientFairVery GoodSatisfactory43338
February 200788.7Not deficientFairVery GoodSatisfactory43338
March 200588.7Functionally obsoleteFairVery GoodGood43338
March 200391.0Structurally deficientPoorVery GoodGood-
March 200195.0Not deficientFairVery GoodGood-
August 199995.0Not deficientFairVery GoodGood-
January 199796.0Not deficientSatisfactoryVery GoodGood-
January 199594.0Functionally obsoleteGoodGoodVery Good-
March 199394.0Functionally obsoleteGoodGoodVery Good-
December 198994.0Functionally obsoleteGoodGoodVery Good-