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ADAMS AVE over INTERSTATE 805 & RAMPS

Map 

Coordinates:
+32.76333, -117.12667
32°45'48" N, 117°07'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ADAMS AVE over INTERSTATE 805 & RAMPS
Structure number:57 0619
Location:11-SD-805-16.99-SD
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:217.9 ft. [66.4 m]
Total length:439.0 ft. [133.8 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:18,600 [as of 2004]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:67.8 tons [61.6 metric tons]
Sufficiency rating:98.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201498.3Not deficientVery GoodVery GoodGood18600
October 201298.3Not deficientGoodSatisfactorySatisfactory18600
December 201098.3Not deficientGoodSatisfactorySatisfactory18600
November 200897.2Not deficientFairSatisfactorySatisfactory18600
November 200697.2Not deficientFairSatisfactorySatisfactory18600
November 200495.2Structurally deficientPoorGoodSatisfactory19000
November 200297.2Not deficientGoodGoodGood19000
October 200097.2Not deficientGoodGoodGood19000
November 199897.2Not deficientGoodGoodGood19000
December 199498.6Not deficientVery GoodVery GoodVery Good19000
September 199098.6Not deficientVery GoodVery GoodVery Good19000