N101-N85 CONNECTOR over U.S. HIGHWAY 101


+37.24167, -121.76778
37°14'30" N, 121°46'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:N101-N85 CONNECTOR over U.S. HIGHWAY 101
Structure number:37 0548G
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:200.1 ft. [61.0 m]
Total length:633.9 ft. [193.2 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:62°
Owner:State Highway Agency [01]
Year built:1994
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
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: February 2015 

Status:Open, no restriction [A]
Average daily traffic:16,800 [as of 2001]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:91.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201591.2Functionally obsoleteGoodVery GoodGood16800
February 201388.1Structurally deficientPoorSatisfactoryGood16800
March 201188.1Structurally deficientPoorSatisfactoryGood16800
March 200988.1Structurally deficientPoorSatisfactoryGood16800
February 200792.2Functionally obsoleteFairVery GoodGood16800
March 200591.2Not deficientGoodVery GoodGood16800
March 200390.2Not deficientGoodVery GoodGood20000
March 200190.2Not deficientGoodVery GoodGood20000
August 199990.2Not deficientGoodVery GoodGood20000
March 199790.2Not deficientGoodVery GoodGood20000
January 199585.7Not deficient---20000