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RI 138 EB over NEWPORT SEC RR

Map

Coordinates:
+41.50046, -71.31816
41°30'02" N, 71°19'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RI 138 EB over NEWPORT SEC RR
Structure number:000000000009060
Location:0.4 Mi S of JCT RI 214
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:99.7 ft. [30.4 m]
Total length:135.5 ft. [41.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1969
Year reconstructed:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2008]
Truck traffic:10% 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:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:88.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$760,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactorySatisfactorySatisfactory1000088.9
November 2016FairSatisfactorySatisfactorySatisfactory1000094.0
February 2015FairSatisfactorySatisfactorySatisfactory1000094.0
April 2013FairSatisfactoryFairFair1000083.9
March 2011PoorSatisfactoryPoorFair1000060.6
March 2009PoorSatisfactoryPoorFair1000060.5
February 2007PoorSatisfactoryPoorFair1290058.5
September 2002PoorGoodPoorFair1290058.3
October 2000PoorGoodPoorFair1290058.3
July 1998PoorGoodPoorFair1290056.3
July 1996PoorGoodPoorFair1770064.4
June 1994FairGoodFairSatisfactory1770076.1
June 1992FairGoodSatisfactoryGood250076.9
April 1990FairGoodSatisfactorySatisfactory250076.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5325110210
Steel Protective Coatingsq. ft.8,2467,766400080
Deck
Reinforced Concrete Decksq. ft.3,7263,61211400
Wearing Surfacessq. ft.3,1941,6941,50000
Substructure
Reinforced Concrete Pier Walllinear ft.2332000
Reinforced Concrete Abutmentlinear ft.68541400
Joints
Pourable Jointlinear ft.80176300
Assembly without Seal Jointlinear ft.44000
Bearings
Movable Bearingeach82600
Steel Protective Coatingsq. ft.1612400
Fixed Bearingeach83500
Steel Protective Coatingsq. ft.168800
Bridge Rail
Other Material Bridge Raillinear ft.2712571130