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US231;US431;SR1 over PINHOOK CREEK

Map

Coordinates:
+34.76722, -86.60278
34°46'02" N, 86°36'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US231;US431;SR1 over PINHOOK CREEK
Structure number:017136
Location:3 MI N JCT US231*US431
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:76.4 ft. [23.3 m]
Total length:177.5 ft. [54.1 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:2004
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:2
Main spans material:Prestressed concrete [5]
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: January 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:27,577 [as of 2016]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:48.4 tons [44.0 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:74.6
Estimated cost of work:$2,113,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201674.6GoodGoodGoodGood-27577
October 201474.8GoodExcellentExcellentVery Good-26516
October 201275.3GoodExcellentExcellentVery Good-22097
October 201075.3GoodExcellentExcellentVery Good-22097
October 200875.3GoodExcellentExcellentVery Good-22097
October 200692.9GoodExcellentExcellentVery Good-22097
October 200498.1GoodExcellentExcellentVery Good-20460