Morris Street over SEPTA (Chestnut Hill W.)


+40.02709, -75.17794
40°01'38" N, 75°10'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:Morris Street over SEPTA (Chestnut Hill W.)
Structure number:000000000039151
Old structure number:677301005001860 (from 1992 edition)
Location:N of Coulter Street 17D11
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:73.2 ft. [22.3 m]
Total length:73.2 ft. [22.3 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:50.2 ft. [15.3 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:55°
Owner:City or Municipal Highway Agency [04]
Year built:1921
Year reconstructed:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,600 [as of 1995]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:80.9 tons [73.5 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:87.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201587.1GoodVery GoodVery GoodVery GoodFO2600
August 201387.1GoodExcellentExcellentVery GoodFO2600
August 201187.1GoodExcellentExcellentVery GoodFO2600
August 200987.1GoodExcellentExcellentVery Good-2600
August 200787.1GoodExcellentExcellentVery Good-2600
August 200587.0GoodExcellentExcellentVery Good-2600
August 200391.0GoodExcellentExcellentVery Good-2600
August 200191.0GoodExcellentExcellentVery Good-2600
August 199930.3PoorSeriousPoorFairSD2000
August 199730.3PoorSeriousPoorFairSD2000
August 199527.5PoorSeriousPoorFairSD2000
August 199327.5PoorSeriousPoorFairSD2000
August 199127.5PoorSeriousPoorGoodSD2000