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FENTON ROAD over THREAD CREEK

Map 

Coordinates:
+43.00333, -83.69363
43°00'12" N, 83°41'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FENTON ROAD over THREAD CREEK
Structure number:000000000002840
Old structure number:254238800235B01 (from 1992 edition)
Location:IN CITY OF FLINT
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:59.7 ft. [18.2 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:51.5 ft. [15.7 m]
Skew angle:54°
Owner:City or Municipal Highway Agency [04]
Year built:1924
Year reconstructed:1948
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]

Latest Available Inspection: May 2012 

Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:5,687 [as of 2004]
Truck traffic:8% of total traffic
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:16.0 tons [14.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:21.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,500,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201221.9Structurally deficient-PoorFair5687
April 201121.9Structurally deficient-PoorFair5687
February 200921.9Structurally deficient-PoorFair5687
May 200721.9Structurally deficient-PoorFair5687
May 200621.3Structurally deficientPoorPoorFair4791
June 200523.0Structurally deficientPoorPoorFair4791
August 200326.7Structurally deficient-PoorFair4791
October 200225.5Structurally deficientFairPoorPoor4791
June 200125.5Structurally deficientFairPoorPoor4791
March 199925.5Structurally deficientFairPoorPoor4791
March 199752.4Functionally obsoleteFair-Satisfactory4791
July 199454.7Structurally deficientPoorFairFair7165
July 199254.7Structurally deficientPoorFairFair7165
August 199054.7Structurally deficientPoorFairFair7165