Share:

PENNSYLVANIA AVE over RTE 907C, RTE 907C

Map 

Coordinates:
+40.64328, -73.87626
40°38'36" N, 73°52'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PENNSYLVANIA AVE over RTE 907C, RTE 907C
Structure number:000000002231519
Location:4.4 MILE SW I678&BELTPKWY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:49.9 ft. [15.2 m]
Total length:100.7 ft. [30.7 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:65.6 ft. [20.0 m]
Vertical clearance below bridge:13.5 ft. [4.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1941
Year reconstructed:1991
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:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:29,007 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:91.9 tons [83.5 metric tons]
Inventory rating:54.9 tons [49.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:61.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$357,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201561.1Functionally obsoleteVery GoodExcellentVery Good29007
June 201367.7Functionally obsoleteVery GoodExcellentVery Good16209
May 201167.7Functionally obsoleteExcellentExcellentVery Good16209
May 200968.4Functionally obsoleteVery GoodVery GoodGood14837
April 200767.7Functionally obsoleteExcellentExcellentVery Good16209
April 200567.7Functionally obsoleteExcellentExcellentVery Good16209
May 200367.7Functionally obsoleteExcellentExcellentVery Good16209
May 200167.7Functionally obsoleteExcellentExcellentVery Good16209
July 199967.7Not deficientExcellentExcellentVery Good16209
July 199768.8Not deficientVery GoodVery GoodGood14028
May 199568.8Not deficientVery GoodVery GoodSatisfactory14026
June 199363.8Not deficientVery GoodVery GoodSatisfactory23800
July 199161.8Functionally obsoleteVery GoodVery GoodSatisfactory23800