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PRINCETON PARKWAY over VALLEY CREEK

Map 

Coordinates:
+33.54742, -86.87875
33°32'51" N, 86°52'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PRINCETON PARKWAY over VALLEY CREEK
Structure number:000283
Location:PRINCETON PKWY * WOODLAND
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:16.1 ft. [4.9 m]
Total length:66.9 ft. [20.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1925
Year reconstructed:1992
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:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:8,000 [as of 2014]
Truck traffic:10% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.1 tons [53.7 metric tons]
Inventory rating:35.4 tons [32.2 metric tons]
Sufficiency rating:84.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,295,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201484.1Not deficient---8000
October 201284.1Not deficient---8000
October 201084.1Not deficient---8000
October 200884.1Not deficient---8000
May 200684.1Not deficient---8000
December 200484.1Not deficient---8000
July 200284.1Not deficient---8000
August 200084.1Not deficient---8000
October 199884.0Not deficient---6000
September 199684.0Not deficient---6000
March 199683.9Not deficient---6000
December 199246.2Functionally obsoleteFairFairFair6000