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SR53;GOVERNORS DR over PINHOOK CREEK

Map

Coordinates:
+34.68053, -86.49502
34°40'50" N, 86°29'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR53;GOVERNORS DR over PINHOOK CREEK
Structure number:007735
Location:0.1 MI W JCT US431 *US231
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:34.1 ft. [10.4 m]
Total length:136.2 ft. [41.5 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1962
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:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:27,300 [as of 2014]
Truck traffic:4% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:54.7 tons [49.7 metric tons]
Inventory rating:32.8 tons [29.8 metric tons]
Sufficiency rating:73.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,775,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201673.3GoodGoodGoodGoodFO27300
October 201476.5GoodGoodGoodGoodFO12731
October 201276.6GoodGoodGoodGoodFO12010
October 201076.6GoodGoodGoodGoodFO11690
October 200876.6GoodGoodVery GoodGoodFO11780
October 200676.7GoodGoodGoodGoodFO11020
October 200476.7GoodGoodGoodGoodFO10630
October 200276.8GoodGoodGoodGoodFO10195
October 200069.9GoodGoodGoodGoodFO50570
September 199874.6GoodGoodGoodGoodFO11760
September 199674.6GoodGoodGoodGoodFO11485
September 199474.9GoodGoodGoodGoodFO11820
September 199274.4GoodGoodGoodGoodFO16880

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.816816000
Deck
Reinforced Concrete Top Flangesq. ft.6,3475,0811,26240
Substructure
Reinforced Concrete Abutmentlinear ft.114110400
Steel Pileeach1801800
Steel Protective Coatingsq. ft.1,1861,186000
Reinforced Concrete Pier Caplinear ft.1321211100
Joints
Open Jointlinear ft.162162000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.137135011
Steel Protective Coatingsq. ft.199198001
Reinforced Concrete Bridge Raillinear ft.274027400