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RHAWN STREET over CSX N.Y.SHORT LINE

Map 

Coordinates:
+40.06883, -75.06835
40°04'08" N, 75°04'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RHAWN STREET over CSX N.Y.SHORT LINE
Structure number:000000000038779
Old structure number:671014003000000 (from 1992 edition)
Location:NEAR DUNGAN ROAD 3371K09
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:71.9 ft. [21.9 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Vertical clearance below bridge:21.3 ft. [6.5 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1905
Year reconstructed:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:19,058 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:93.8 tons [85.3 metric tons]
Inventory rating:55.9 tons [50.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:90.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201590.3Functionally obsoleteGoodVery GoodSatisfactory19058
August 201390.2Functionally obsoleteVery GoodVery GoodSatisfactory19323
August 201190.6Not deficientVery GoodVery GoodSatisfactory17680
August 200990.6Not deficientVery GoodVery GoodSatisfactory17687
August 200790.6Not deficientVery GoodVery GoodSatisfactory17613
August 200590.3Not deficientVery GoodVery GoodSatisfactory18904
August 200394.6Not deficientExcellentExcellentSatisfactory18422
May 199410.7Structurally deficientPoorSeriousFair22968
July 199325.7Structurally deficientPoorPoorFair22562
May 199225.7Structurally deficientPoorPoorFair22562
January 199127.9Structurally deficientFairPoorFair21534