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US-62 over POND RIVER OVERFLOW

Map

Coordinates:
+37.21910, -87.35865
37°13'09" N, 87°21'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-62 over POND RIVER OVERFLOW
Structure number:054B00051N
Old structure number:054*0062*B0051 (from 1992 edition)
Location:.80 MI W OF MUHLENBERG CL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:198.2 ft. [60.4 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:State Highway Agency [01]
Year built:1927
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:980 [as of 2012]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Operating rating:65.9 tons [59.9 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:66.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$495,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201566.8FairSatisfactoryFairSatisfactoryFO980
April 201366.8FairSatisfactoryFairSatisfactoryFO1072
May 201166.7FairSatisfactoryFairSatisfactoryFO1220
May 200966.7FairSatisfactoryFairSatisfactoryFO1270
June 200777.7FairSatisfactorySatisfactorySatisfactoryFO1440
May 200577.7FairSatisfactorySatisfactorySatisfactoryFO1884
May 200377.7FairGoodSatisfactoryGoodFO1957
May 200177.6FairGoodSatisfactoryGoodFO1957
May 199977.6FairSatisfactorySatisfactoryGoodFO1957
May 199777.6FairGoodSatisfactoryGoodFO1957
May 199577.7FairGoodSatisfactoryGoodFO1686
May 199377.7GoodGoodGoodGoodFO1686
May 199177.7GoodGoodGoodGoodFO1686

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.7927420500
Deck
Reinforced Concrete Top Flangesq. ft.4,3604,360000
Wearing Surfacessq. ft.3,7703,7100600
Substructure
Reinforced Concrete Columneach1010000
Reinforced Concrete Abutmentlinear ft.5252000
Reinforced Concrete Pier Caplinear ft.130129010
Joints
Pourable Jointlinear ft.115011500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3963600036
Steel Protective Coatingsq. ft.1,78201,78200