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ROUTE 5 over HAWTHORN STREET

Map 

Coordinates:
+32.72694, -117.16750
32°43'37" N, 117°10'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROUTE 5 over HAWTHORN STREET
Structure number:57 0415
Location:11-SD-005-R16.91-SD
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:65.0 ft. [19.8 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:158.1 ft. [48.2 m]
Deck width edge-to-edge:164.1 ft. [50.0 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span 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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:156,000 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:83.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201583.0Not deficientSatisfactoryVery GoodVery Good156000
November 201380.0Structurally deficientPoorVery GoodGood156000
December 201180.0Structurally deficientPoorVery GoodGood156000
December 200982.0Not deficientFairVery GoodGood159000
February 200883.0Not deficientSatisfactoryVery GoodGood159000
March 200683.0Not deficientFairVery GoodGood159000
October 200383.0Not deficientFairVery GoodGood159000
October 200183.0Not deficientFairVery GoodGood169600
November 199984.0Not deficientSatisfactoryVery GoodGood169600
December 199784.0Not deficientSatisfactoryVery GoodGood169600
September 199584.3Not deficientGoodVery GoodVery Good167200
December 199184.0Not deficientGoodVery GoodVery Good178200