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SR 322-US 322 over KISHACOQUILLAS C/ABND RR

Map

Coordinates:
+40.65607, -77.59246
40°39'22" N, 77°35'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 322-US 322 over KISHACOQUILLAS C/ABND RR
Structure number:000000000026429
Old structure number:440322021000000 (from 1992 edition)
Location:REEDSVILLE
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:104.0 ft. [31.7 m]
Total length:52.5 ft. [16.0 m]
Roadway width between curbs:29.2 ft. [8.9 m]
Deck width edge-to-edge:3.3 ft. [1.0 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:58°
Owner:State Highway Agency [01]
Year built:1964
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:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,427 [as of 2016]
Truck traffic:17% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:65.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,796,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairSatisfactorySatisfactorySatisfactory1142765.6
April 2014FairSatisfactorySatisfactorySatisfactory1177367.3
April 2012PoorPoorFairPoor1213234.0
April 2010PoorPoorFairPoor1227634.0
April 2008PoorPoorFairPoor910934.0
May 2006PoorPoorFairPoor1083634.0
May 2004PoorPoorFairPoor1085934.0
June 2002PoorPoorFairPoor1058238.0
July 2000PoorPoorFairPoor1032238.0
July 1998PoorPoorFairPoor1131038.0
July 1996PoorPoorFairPoor1432134.0
July 1994PoorPoorFairPoor1742044.0
September 1992PoorPoorFairPoor1713946.0
July 1990PoorPoorFairPoor1676946.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,5802,580000
Steel Protective Coatingsq. ft.53,76653,766000
Deck
Reinforced Concrete Decksq. ft.16,70116,701000
Wearing Surfacessq. ft.14,61414,614000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.8678800
Reinforced Concrete Pier Caplinear ft.124124000
Joints
Strip Seal Jointlinear ft.320320000
Compression Jointlinear ft.6464000
Bearings
Elastomeric Bearingeach5050000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.523523000
Steel Protective Coatingsq. ft.53,76653,766000
Other Material Bridge Raillinear ft.523523000