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MCKEE ROAD over U.S. HIGHWAY 101

Map 

Coordinates:
+37.35500, -121.86500
37°21'18" N, 121°51'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MCKEE ROAD over U.S. HIGHWAY 101
Structure number:37 0123
Location:04-SCL-101-R36.12-SJS
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:144.0 ft. [43.9 m]
Total length:276.6 ft. [84.3 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:82.0 ft. [25.0 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:10°
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: February 2015 

Status:Open, no restriction [A]
Average daily traffic:31,831 [as of 1999]
Truck traffic:1% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present minimum criteria [6]
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:94.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201594.0Not deficientGoodVery GoodGood31831
March 201394.0Not deficientSatisfactoryVery GoodGood31831
March 201194.0Not deficientSatisfactoryVery GoodGood31831
March 200994.0Not deficientSatisfactoryVery GoodGood31831
March 200794.0Not deficientSatisfactoryVery GoodGood31831
March 200575.2Functionally obsoleteSatisfactoryVery GoodGood31831
March 200378.5Functionally obsoleteSatisfactoryVery GoodGood4000
March 200178.5Not deficientGoodVery GoodGood4000
August 199978.5Not deficientGoodVery GoodGood4000
July 199878.5Not deficientGoodVery GoodGood4000
May 199578.6Not deficientGoodGoodVery Good4000
April 199378.6Not deficientGoodGoodVery Good4000
December 198989.0Not deficientVery GoodGoodVery Good-