Share:

RIVERVIEW RD over CSX, CONNOQUENESSING CRK

Map

Coordinates:
+40.79466, -80.16265
40°47'41" N, 80°09'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RIVERVIEW RD over CSX, CONNOQUENESSING CRK
Structure number:000000000003640
Old structure number:040588028010670 (from 1992 edition)
Location:MARION&FRANKLIN LINE
Purpose:Carries highway over railroad and waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:78.1 ft. [23.8 m]
Total length:448.2 ft. [136.6 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:State Highway Agency [01]
Year built:1974
Year reconstructed:2010
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:6
Main spans material:Prestressed concrete [5]
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: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,182 [as of 2018]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 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:Better than present minimum criteria [7]
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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:79.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$719,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairVery GoodSatisfactorySatisfactory418279.3
July 2016FairVery GoodSatisfactorySatisfactory417379.3
July 2014FairVery GoodSatisfactorySatisfactory359079.4
July 2012FairVery GoodSatisfactorySatisfactory365391.5
July 2010FairGoodSatisfactorySatisfactory418490.3
July 2008PoorFairSatisfactoryPoor418463.3
July 2006PoorFairSatisfactoryPoor413462.8
July 2004PoorFairSatisfactoryPoor464064.5
July 2002PoorFairSatisfactoryPoor448166.7
July 2000FairSatisfactorySatisfactoryFair375584.6
June 1998FairSatisfactorySatisfactoryFair368185.6
July 1996FairSatisfactoryGoodFair353883.6
April 1994FairGoodGoodSatisfactory315196.0
May 1992FairGoodGoodSatisfactory311496.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,1343,126530
Deck
Reinforced Concrete Decksq. ft.21,56421,564000
Substructure
Reinforced Concrete Columneach2091100
Reinforced Concrete Pier Walllinear ft.106100600
Reinforced Concrete Abutmentlinear ft.120120000
Reinforced Concrete Pier Caplinear ft.3109721030
Joints
Strip Seal Jointlinear ft.310031000
Bearings
Elastomeric Bearingeach8482200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.900900000
Reinforced Concrete Bridge Raillinear ft.900900000