Share:

WALTON AVENUE over METRO NO COMMUTER

Map 

Coordinates:
+40.82170, -73.92723
40°49'18" N, 73°55'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WALTON AVENUE over METRO NO COMMUTER
Structure number:000000002241410
Location:AT HIGHBRIDGE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:93.8 ft. [28.6 m]
Total length:95.8 ft. [29.2 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Vertical clearance below bridge:21.0 ft. [6.4 m]
Skew angle:43°
Owner:City or Municipal Highway Agency [04]
Year built:1906
Year reconstructed:1936
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:3,189 [as of 1997]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:76.1 tons [69.2 metric tons]
Inventory rating:25.7 tons [23.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:57.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,807,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201457.9Functionally obsoleteSatisfactoryFairFair3189
May 201261.5Functionally obsoleteSatisfactorySatisfactoryFair3189
June 201066.8Functionally obsoleteSatisfactorySatisfactoryFair3189
April 200867.8Functionally obsoleteSatisfactorySatisfactoryFair3189
April 200666.8Functionally obsoleteSatisfactorySatisfactoryFair3189
April 200466.8Functionally obsoleteSatisfactorySatisfactoryFair3189
March 200266.8Functionally obsoleteSatisfactorySatisfactoryFair3189
March 200083.8Structurally deficientPoorFairFair3189
December 199881.8Structurally deficientPoorSatisfactoryFair3189
June 199666.6Structurally deficientPoorFairPoor2800
August 199448.5Structurally deficientPoorFairPoor2800
August 199248.5Structurally deficientPoorFairPoor2800
July 199048.5Structurally deficientPoorFairPoor2800