Share:

44TH STREET N.E. over WATTS BRANCH

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:44TH STREET N.E. over WATTS BRANCH
Structure number:0129
Location:44TH ST OVER WATTS BRANCH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:42.0 ft. [12.8 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Owner:State Highway Agency [01]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:8,600 [as of 2007]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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 corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:42.9 tons [39.0 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,500,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201573.2Functionally obsoleteGoodGoodGood8600
June 201255.2Structurally deficientSeriousFairPoor8600
July 201054.2Structurally deficientSeriousFairPoor8600
April 200856.2Structurally deficientPoorFairPoor8600
August 200682.0Not deficientFairFairFair4000
August 200496.0Not deficientSatisfactoryVery GoodVery Good4000
September 200284.0Not deficientFairFairFair4000
January 200185.0Not deficientSatisfactorySatisfactoryFair4000
September 199885.0Not deficientSatisfactorySatisfactoryFair4000
October 199685.0Not deficientSatisfactorySatisfactoryFair4000
September 199496.0Not deficientSatisfactorySatisfactorySatisfactory4000
March 199395.0Not deficientFairSatisfactorySatisfactory4000
September 199095.0Not deficientFairSatisfactorySatisfactory4000