HistoricBridges.org Bridge Locator

Nearby Bridges in NBI 2021: 49

VINE STREET EXWAY. over SCHUYLKILL R.:RAMP D:CSX (Route: 676)
Num:38686x
Open: no restriction [A]
Built: 1959, Reconstructed: 1989
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0 Miles (0.1 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Girder and floorbeam system [03]
Approach Span(s): Steel [3] Mixed types [20]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 270.4 m = 887.2 ft
Main Spans: 3 at 51.8 m = 170.0 ft
Approach Spans: 5
Skew: 27
Width, Roadway: 25.3 m = 83.0 ft (6 Lanes) and Out-To-Out: 28.8 m = 94.5 ft for a 26.2 m = 86.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
VINE ST.INTERCH. 3590B07

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Fair [5]
Loading
Design: MS 18 / HS 20 [5]
Operating: 63.5 metric ton = 69.9 tons (Load Factor(LF) [1])
Inventory: 38.1 metric ton = 41.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Better than present minimum criteria [7]
Waterway: Superior to present desirable criteria [9] and Countermeasures have been installed to mitigate an existing problem with scour. [7]
Inspections
Date: July 2020 [0720] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.6 km = 0.4 mi
Traffic
ADT: 106381 (2021) and Trucks: 6%
Future ADT: 146666 (In 2032 )

RAMP C OFF over OPEN GROUND (Route: 0)
Num:39436x
Open: no restriction [A]
Built: 1955, Reconstructed: 1987
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.1 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 31.7 m = 104.0 ft
Main Spans: 2 at 17.1 m = 56.1 ft
Approach Spans: 0
Skew: 45
Width, Roadway: 8.5 m = 27.9 ft (1 Lanes) and Out-To-Out: 10.8 m = 35.4 ft for a 8.5 m = 27.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
SCHUYLKILL/I-676 3590B07

Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 99.9 metric ton = 109.9 tons (Load Factor(LF) [1])
Inventory: 61.7 metric ton = 67.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Better than present minimum criteria [7]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: April 1999 [499] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 7050 (2021) and Trucks: 7%
Future ADT: 7789 (In 2032 )

SCHUYLKILL AV WEST over SCHUYLKILL EXPWAY;RAMP J (Route: 0)
Num:40183x
Open: no restriction [A]
Built: 1932, Reconstructed: 1958
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.2 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Girder and floorbeam system [03]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 37.2 m = 122.1 ft
Main Spans: 3 at 15.2 m = 49.9 ft
Approach Spans: 0
Skew: 5
Width, Roadway: 14.3 m = 46.9 ft (3 Lanes) and Out-To-Out: 28.3 m = 92.9 ft for a 16.2 m = 53.2 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
30TH ST STA. 3590B07

Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design: M 18 / H 20 [4]
Operating: 63.5 metric ton = 69.9 tons (Load Factor(LF) [1])
Inventory: 38.1 metric ton = 41.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: June 2020 [0620] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 13567 (2021) and Trucks: 5%
Future ADT: 33511 (In 2032 )

SCHUYLKILL EWY. WB over PILE SUPPORTED SLAB (Route: 76)
Num:38484x
Open: no restriction [A]
Built: 1987, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.2 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Slab [01]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 362.1 m = 1188.1 ft
Main Spans: 99 at 3.7 m = 12.1 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 12 m = 39.4 ft (2 Lanes) and Out-To-Out: 13.1 m = 43.0 ft for a 11.9 m = 39.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
VINE ST.INTERCH. 3590A07

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 99.9 metric ton = 109.9 tons (Load Factor(LF) [1])
Inventory: 67.1 metric ton = 73.8 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: March 1999 [399] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 73769 (2020) and Trucks: 7%
Future ADT: 91631 (In 2032 )

RAMP J(76)TO 676EB over SCHUYLKILL RIVER BANK (Route: 0)
Num:39364x
Open: no restriction [A]
Built: 1956, Reconstructed: 1988
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.2 Kilometers)

Bridge Type
Main Span(s): Concrete continuous [2] Slab [01]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 308.5 m = 1012.2 ft
Main Spans: 43 at 7.9 m = 25.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 5.6 m = 18.4 ft (1 Lanes) and Out-To-Out: 7.1 m = 23.3 ft for a 5.5 m = 18.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
NR.VINE ST.INCH. 3590A08

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Fair [5]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 78 metric ton = 85.8 tons (Load Factor(LF) [1])
Inventory: 46.3 metric ton = 50.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Inspections
Date: December 2018 [1218] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.6 km = 0.4 mi
Traffic
ADT: 13063 (2021) and Trucks: 7%
Future ADT: 24280 (In 2032 )

RAMPS G & E over AMTRAK PRIVATE ROAD (Route: 0)
Num:39367x
Open: no restriction [A]
Built: 1958, Reconstructed: 1988
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 102.1 m = 335.0 ft
Main Spans: 8 at 14.6 m = 47.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 10.8 m = 35.4 ft (2 Lanes) and Out-To-Out: 11.4 m = 37.4 ft for a 8.2 m = 26.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
VINE STREET INTCH.3590A07

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Fair [5]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 66.2 metric ton = 72.8 tons (Load Factor(LF) [1])
Inventory: 39.9 metric ton = 43.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Better than present minimum criteria [7]
Road Alignment: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: August 2020 [0820] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 12833 (2021) and Trucks: 7%
Future ADT: 14555 (In 2032 )

RAMP A 676WB TO 76 over RAMP C 676WB TO 76EB (Route: 676)
Num:38688x
Open: no restriction [A]
Built: 1989, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 Kilometers)

Bridge Dimensions
Length: 14.6 m = 47.9 ft
Main Spans: 1 at 13.1 m = 43.0 ft
Approach Spans: 0
Skew: 23
Width, Roadway: 11 m = 36.1 ft (2 Lanes) and Out-To-Out: 12.1 m = 39.7 ft for a 11 m = 36.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
I-76 AT VINE STR.3590A06

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 97.1 metric ton = 106.8 tons (Load Factor(LF) [1])
Inventory: 58.1 metric ton = 63.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Better than present minimum criteria [7]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: December 2018 [1218] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 55450 (2021) and Trucks: 6%
Future ADT: 78391 (In 2032 )

RAMP H TO I-76 WB over RAMP J TO I-676 EB (Route: 0)
Num:39366x
Open: no restriction [A]
Built: 1958, Reconstructed: 1988
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Girder and floorbeam system [03]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 113.1 m = 371.1 ft
Main Spans: 8 at 15.5 m = 50.9 ft
Approach Spans: 0
Skew: 4
Width, Roadway: 5.5 m = 18.0 ft (1 Lanes) and Out-To-Out: 6.6 m = 21.7 ft for a 5.5 m = 18.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
VINE ST.INTERCH. 3590 B07

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 56.2 metric ton = 61.8 tons (Load Factor(LF) [1])
Inventory: 33.6 metric ton = 37.0 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: September 2020 [0920] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 25304 (2021) and Trucks: 7%
Future ADT: 33662 (In 2032 )

SCHUYLKILL & RMP.B over RAMP C;FROM VINE STREET (Route: 76)
Num:38480x
Open: no restriction [A]
Built: 1988, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 Kilometers)

Bridge Dimensions
Length: 23.8 m = 78.1 ft
Main Spans: 1 at 21.9 m = 71.9 ft
Approach Spans: 0
Skew: 45
Width, Roadway: 14.7 m = 48.2 ft (3 Lanes) and Out-To-Out: 15.8 m = 51.8 ft for a 14.6 m = 47.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
VINE ST.INTERCH. 3590 A06

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 71.7 metric ton = 78.9 tons (Load Factor(LF) [1])
Inventory: 42.6 metric ton = 46.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: December 2018 [1218] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 61701 (2021) and Trucks: 7%
Future ADT: 90420 (In 2032 )

SCHUYLKILL EB;RM.B over PILE SUPPORTED SLAB (Route: 76)
Num:38479x
Open: no restriction [A]
Built: 1987, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Slab [01]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 30.5 m = 100.1 ft
Main Spans: 12 at 2.4 m = 7.9 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 14.7 m = 48.2 ft (3 Lanes) and Out-To-Out: 15.8 m = 51.8 ft for a 14.6 m = 47.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
VINE ST.INTERCH. 3590A07

Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 61701 (2021) and Trucks: 7%
Future ADT: 90420 (In 2032 )

29TH STREET over AMTRAK N.E.C. (Route: 0)
Num:38961x
Open: no restriction [A]
Built: 2004, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 Kilometers)

Bridge Dimensions
Length: 43.9 m = 144.0 ft
Main Spans: 1 at 41.1 m = 134.8 ft
Approach Spans: 0
Skew: 50
Width, Roadway: 12.2 m = 40.0 ft (2 Lanes) and Out-To-Out: 18.3 m = 60.0 ft for a 12.2 m = 40.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
GLENWOOD & SEDGLEY3590A03

Condition
Deck: Good [7]
Superstructure: Very Good [8]
Substructure: Good [7]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 98 metric ton = 107.8 tons (Load Factor(LF) [1])
Inventory: 59 metric ton = 64.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Better than present minimum criteria [7]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: December 2018 [1218] and Frequency: 24

Future Work
Work Needed: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 5327 (2021) and Trucks: 5%
Future ADT: 6648 (In 2032 )

SCHUYLKILL EXPWAY. over SCHUYLKILL RIVER BANK (Route: 76)
Num:38477x
Open: no restriction [A]
Built: 1958, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Tee beam [04]
Approach Span(s): Concrete [1] Slab [01]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Bridge Dimensions
Length: 1878.2 m = 6162.4 ft
Main Spans: 6 at 13.7 m = 44.9 ft
Approach Spans: 283
Skew: 99
Width, Roadway: 16.5 m = 54.1 ft (4 Lanes) and Out-To-Out: 21.9 m = 71.9 ft for a 17.4 m = 57.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
ARCH TO UNIV.AVE.3590 A09

Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 60.8 metric ton = 66.9 tons (Load Factor(LF) [1])
Inventory: 36.3 metric ton = 39.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Inspections
Date: June 2020 [0620] and Frequency: 24

Future Work
Work Needed: Bridge deck rehabilitation with only incidental widening. [36]
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 135470 (2021) and Trucks: 7%
Future ADT: 182051 (In 2032 )

ARCH STREET over AMTRAK;ACCESS ROAD (Route: 0)
Num:39023x
Open: no restriction [A]
Built: 1927, Reconstructed: 2013
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 203.6 m = 668.0 ft
Main Spans: 16 at 15.2 m = 49.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 21.6 m = 70.9 ft (4 Lanes) and Out-To-Out: 29.9 m = 98.1 ft for a 16.5 m = 54.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
N.SIDE 30TH ST.STA3590A07

Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design: MS 18 / HS 20 [5]
Operating: 99.9 metric ton = 109.9 tons (Load Factor(LF) [1])
Inventory: 75.3 metric ton = 82.8 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: August 2020 [0820] and Frequency: 24

Future Work
Work Needed: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 20275 (2019) and Trucks: 5%
Future ADT: 19232 (In 2032 )

SCHUYLKILL AV WEST over SCHUYLKILL EXPWY: RAMP J (Route: 0)
Num:39022x
Open: no restriction [A]
Built: 1932, Reconstructed: 1958
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Steel [3] Girder and floorbeam system [03]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 50.3 m = 165.0 ft
Main Spans: 1 at 45.7 m = 149.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 14.3 m = 46.9 ft (3 Lanes) and Out-To-Out: 18.6 m = 61.0 ft for a 14 m = 45.9 ft approaching roadway.
Vertical Clearance: 4.24 m = 13.9 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
NE.CORNER 30TH ST.3590A08

Condition
Deck: Satisfactory [6]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design: M 18 / H 20 [4]
Operating: 57.2 metric ton = 62.9 tons (Load Factor(LF) [1])
Inventory: 33.6 metric ton = 37.0 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Basically intolerable requiring high priority of corrrective action [3]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: June 2020 [0620] and Frequency: 24

SCHUYLKILL EXWY.WB over RAMP A AND RAMP B (Route: 76)
Num:38488x
Open: no restriction [A]
Built: 1989, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 84.1 m = 275.9 ft
Main Spans: 1 at 50.9 m = 167.0 ft
Approach Spans: 1
Skew: 62
Width, Roadway: 12 m = 39.4 ft (2 Lanes) and Out-To-Out: 13.1 m = 43.0 ft for a 11.9 m = 39.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
I-76 AT VINE ST. 3590A07

Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 96.2 metric ton = 105.8 tons (Load Factor(LF) [1])
Inventory: 57.2 metric ton = 62.9 tons (Load Factor(LF) [1])

Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 73769 (2021) and Trucks: 7%
Future ADT: 91631 (In 2032 )

SPRING GARDEN E.B. over WEST RIVER DRIVE RAMP (Route: 0)
Num:38973x
Open: no restriction [A]
Built: 1965, Reconstructed: 1981
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.4 Kilometers)

Bridge Dimensions
Length: 23.2 m = 76.1 ft
Main Spans: 1 at 21.9 m = 71.9 ft
Approach Spans: 0
Skew: 50
Width, Roadway: 7.9 m = 25.9 ft (2 Lanes) and Out-To-Out: 10.8 m = 35.4 ft for a 7.9 m = 25.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
PHILA.ART MUSEUM 3590A06

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 96.2 metric ton = 105.8 tons (Load Factor(LF) [1])
Inventory: 57.2 metric ton = 62.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Better than present minimum criteria [7]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: February 2020 [0220] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.6 km = 0.4 mi
Traffic
ADT: 6012 (2021) and Trucks: 5%
Future ADT: 9800 (In 2032 )

RAMP A (I-676 WB) over PILE SUPPORTED SLAB (Route: 676)
Num:39280x
Open: no restriction [A]
Built: 1987, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Slab [01]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 242.9 m = 797.0 ft
Main Spans: 87 at 4.6 m = 15.1 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 5.5 m = 18.0 ft (1 Lanes) and Out-To-Out: 6.5 m = 21.3 ft for a 11 m = 36.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
VINE ST.I76 INTCH 3590A06

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 62346 (2012) and Trucks: 7%
Future ADT: 78391 (In 2032 )

SCHUYLKILL AV WEST over SCHUYLKILL EXPRESSWAY (Route: 0)
Num:39018x
Open: no restriction [A]
Built: 1933, Reconstructed: 1956
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Steel [3] Girder and floorbeam system [03]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 82.3 m = 270.0 ft
Main Spans: 8 at 14.9 m = 48.9 ft
Approach Spans: 0
Skew: 90
Width, Roadway: 14.3 m = 46.9 ft (3 Lanes) and Out-To-Out: 18.3 m = 60.0 ft for a 12.8 m = 42.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
E.SIDE OF 30TH ST.3590A08

Condition
Deck: Good [7]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design: HL93 [A]
Operating: 68.9 metric ton = 75.8 tons (Load Factor(LF) [1])
Inventory: 41.7 metric ton = 45.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: June 2020 [0620] and Frequency: 24

22ND STREET over VINE STREET EXPY (I-676) (Route: 0)
Num:55937x
Open: no restriction [A]
Built: 2018, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Dimensions
Length: 32.9 m = 107.9 ft
Main Spans: 1 at 32.6 m = 107.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 17.4 m = 57.1 ft (4 Lanes) and Out-To-Out: 25.5 m = 83.7 ft for a 17.4 m = 57.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by City or Municipal Highway Agency [04], DOT District: 6
N. of Winter St. 3590-B07

Condition
Deck: Excellent [9]
Superstructure: Very Good [8]
Substructure: Good [7]
Loading
Design: HL93 [A]
Operating: 66.1 metric ton = 72.7 tons (Unknown [F])
Inventory: 37.9 metric ton = 41.7 tons (Unknown [F])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: October 2018 [1018] and Frequency: 24

Future Work
Work Needed: Other structural work: including hydraulic replacements. [38]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 12400 (2014) and Trucks: 1%
Future ADT: 16000 (In 2034 )

JFK BLVD. over SCHUYLKILL RIVER;CSX RR (Route: 0)
Num:39017x
Open: no restriction [A]
Built: 1959, Reconstructed: 2009
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Girder and floorbeam system [03]
Approach Span(s): Steel [3] Girder and floorbeam system [03]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 148.7 m = 487.9 ft
Main Spans: 2 at 56.4 m = 185.0 ft
Approach Spans: 1
Skew: 0
Width, Roadway: 14.6 m = 47.9 ft (4 Lanes) and Out-To-Out: 24.4 m = 80.1 ft for a 16.8 m = 55.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
30TH STREET STA. 3590B08

Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 67.1 metric ton = 73.8 tons (Load Factor(LF) [1])
Inventory: 39.9 metric ton = 43.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: September 1999 [999] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 12885 (2021) and Trucks: 2%
Future ADT: 13961 (In 2032 )

22nd Street over Pump House (Route: 0)
Num:39131x
Open: no restriction [A]
Built: 1958, Reconstructed: 2018
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Concrete continuous [2] Tee beam [04]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 14.6 m = 47.9 ft
Main Spans: 4 at 8.2 m = 26.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 17.4 m = 57.1 ft (4 Lanes) and Out-To-Out: 25.5 m = 83.7 ft for a 17.4 m = 57.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by City or Municipal Highway Agency [04], DOT District: 6
S of B Frank.Pkwy3590-B07

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 42.6 metric ton = 46.9 tons (Load Factor(LF) [1])
Inventory: 33.6 metric ton = 37.0 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: October 2018 [1018] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 12400 (2014) and Trucks: 1%
Future ADT: 16000 (In 2034 )

30TH STREET over AMTRAK & CONRAIL LINES (Route: 0)
Num:39025x
Open: no restriction [A]
Built: 1933, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Steel [3] Girder and floorbeam system [03]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 132.9 m = 436.0 ft
Main Spans: 17 at 11.9 m = 39.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 11 m = 36.1 ft (3 Lanes) and Out-To-Out: 22.9 m = 75.1 ft for a 12.5 m = 41.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
W.SIDE 30TH ST.STA3590A07

Condition
Deck: Fair [5]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: M 18 / H 20 [4]
Operating: 52.6 metric ton = 57.9 tons (Load Factor(LF) [1])
Inventory: 31.8 metric ton = 35.0 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: August 2020 [0820] and Frequency: 24

Future Work
Work Needed: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 20275 (2019) and Trucks: 5%
Future ADT: 32975 (In 2032 )

SCHUYLKILL AV.WEST over SCHUYLKILL EXPRESSWAY (Route: 0)
Num:39028x
Open: no restriction [A]
Built: 1931, Reconstructed: 1996
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Dimensions
Length: 79.6 m = 261.2 ft
Main Spans: 10 at 10.1 m = 33.1 ft
Approach Spans: 0
Skew: 90
Width, Roadway: 15.4 m = 50.5 ft (4 Lanes) and Out-To-Out: 21.8 m = 71.5 ft for a 15.2 m = 49.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
SCHYKL;JFK BLVD. 3590A08

Condition
Deck: Good [7]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design: HL93 [A]
Operating: 62.6 metric ton = 68.9 tons (Load Factor(LF) [1])
Inventory: 37.2 metric ton = 40.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: June 2020 [0620] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 13567 (2021) and Trucks: 5%
Future ADT: 15546 (In 2032 )

JFK BLVD. over 23RD STREET (Route: 0)
Num:39016x
Open: no restriction [A]
Built: 1957, Reconstructed: 2018
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 16.5 m = 54.1 ft
Main Spans: 1 at 15.8 m = 51.8 ft
Approach Spans: 0
Skew: 1
Width, Roadway: 11.6 m = 38.1 ft (3 Lanes) and Out-To-Out: 24.5 m = 80.4 ft for a 15.2 m = 49.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
IN CENTER CITY 3590B08

Condition
Deck: Excellent [9]
Superstructure: Excellent [9]
Substructure: Good [7]
Loading
Design: HL93 [A]
Operating: 49.2 metric ton = 54.1 tons (Unknown [F])
Inventory: 38.2 metric ton = 42.0 tons (Unknown [F])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: November 2018 [1118] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.6 km = 0.4 mi
Traffic
ADT: 12885 (2021) and Trucks: 2%
Future ADT: 13961 (In 2032 )

SCHUYLKILL EXWY.WB over RAMP C;FROM VINE STREET (Route: 76)
Num:38485x
Open: no restriction [A]
Built: 1988, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Dimensions
Length: 14 m = 45.9 ft
Main Spans: 1 at 12.5 m = 41.0 ft
Approach Spans: 0
Skew: 19
Width, Roadway: 11.6 m = 38.1 ft (2 Lanes) and Out-To-Out: 12.6 m = 41.3 ft for a 11.6 m = 38.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
VINE ST.INTERCH. 3590A06

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 76.2 metric ton = 83.8 tons (Load Factor(LF) [1])
Inventory: 45.4 metric ton = 49.9 tons (Load Factor(LF) [1])

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 73769 (2021) and Trucks: 7%
Future ADT: 91631 (In 2032 )

MARKET STREET over SCHUYLKILL RIVER (Route: 0)
Num:38378x
Open: no restriction [A]
Built: 1932, Reconstructed: N/A [0000]
Historic: Bridge is eligible for the NRHP. [2]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Concrete continuous [2] Arch - Deck [11]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 106.7 m = 350.1 ft
Main Spans: 2 at 50 m = 164.1 ft
Approach Spans: 0
Skew: 8
Width, Roadway: 21.3 m = 69.9 ft (4 Lanes) and Out-To-Out: 36 m = 118.1 ft for a 18.9 m = 62.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
CENTER CITY PHILA. 3590A8

Condition
Deck: Poor [4]
Superstructure: Poor [4]
Substructure: Fair [5]
Loading
Design: M 18 / H 20 [4]
Operating: 62.6 metric ton = 68.9 tons (Load Factor(LF) [1])
Inventory: 37.2 metric ton = 40.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: July 2020 [0720] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 11562 (2021) and Trucks: 8%
Future ADT: 13900 (In 2032 )

SPRING GARDEN STR. over SCHUYLKILL RIVER: MLK DR (Route: 0)
Num:38972x
Open: no restriction [A]
Built: 1966, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Girder and floorbeam system [03]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Epoxy Overlay [5]

Bridge Dimensions
Length: 134.7 m = 442.0 ft
Main Spans: 3 at 58.5 m = 191.9 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 13.4 m = 44.0 ft (3 Lanes) and Out-To-Out: 17.5 m = 57.4 ft for a 14.6 m = 47.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
NEAR ART MUSEMUM 3590A06

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 42.6 metric ton = 46.9 tons (Load Factor(LF) [1])
Inventory: 25.4 metric ton = 27.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Better than present minimum criteria [7]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: May 1999 [599] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.8 km = 0.5 mi
Traffic
ADT: 12024 (2021) and Trucks: 5%
Future ADT: 19599 (In 2032 )

30TH STREET over AMTRAK (Route: 0)
Num:39004x
Open: no restriction [A]
Built: 1930, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Steel [3] Girder and floorbeam system [03]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 61.3 m = 201.1 ft
Main Spans: 9 at 9.4 m = 30.8 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 12.5 m = 41.0 ft (3 Lanes) and Out-To-Out: 22.9 m = 75.1 ft for a 12.5 m = 41.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
30TH STR.STATION W3590A08

Condition
Deck: Fair [5]
Superstructure: Satisfactory [6]
Substructure: Fair [5]
Loading
Design: M 13.5 / H 15 [2]
Operating: 63.5 metric ton = 69.9 tons (Load Factor(LF) [1])
Inventory: 38.1 metric ton = 41.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: August 2020 [0820] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 20275 (2019) and Trucks: 5%
Future ADT: 32975 (In 2032 )

MARKET STREET over SCHUYLKILL EXPWY.&AMTRAK (Route: 0)
Num:38958x
Open: no restriction [A]
Built: 1932, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Steel [3] Girder and floorbeam system [03]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 226.8 m = 744.1 ft
Main Spans: 24 at 14.9 m = 48.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 18.9 m = 62.0 ft (2 Lanes) and Out-To-Out: 25.6 m = 84.0 ft for a 18.9 m = 62.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by Railroad [27], DOT District: 6
30TH STREET STA. 3590A08

Condition
Deck: Fair [5]
Superstructure: Satisfactory [6]
Substructure: Fair [5]
Loading
Design: M 18 / H 20 [4]
Operating: 62.6 metric ton = 68.9 tons ()
Inventory: 37.2 metric ton = 40.9 tons ()

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: June 2020 [0620] and Frequency: 24

MARKET STREET over CSX RAILROAD (Route: 0)
Num:38381x
Open: no restriction [A]
Built: 1932, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Concrete continuous [2] Girder and floorbeam system [03]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 65.8 m = 215.9 ft
Main Spans: 4 at 19.8 m = 65.0 ft
Approach Spans: 0
Skew: 8
Width, Roadway: 20.4 m = 66.9 ft (4 Lanes) and Out-To-Out: 28.3 m = 92.9 ft for a 18.9 m = 62.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
CENTER CITY PHILA.3590B08

Condition
Deck: Poor [4]
Superstructure: Poor [4]
Substructure: Serious [3]
Loading
Design: M 18 / H 20 [4]
Operating: 54.4 metric ton = 59.8 tons (Load Factor(LF) [1])
Inventory: 32.7 metric ton = 36.0 tons (Load Factor(LF) [1])

Appraisal
Structural: Basically intolerable requiring high priority of corrrective action [3]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: July 2020 [0720] and Frequency: 24

MLK Jr. Drive over Schuylkill River (Route: 0)
Num:39256x
Posted for load [P]
Built: 1966, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Girder and floorbeam system [03]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 210.3 m = 690.0 ft
Main Spans: 4 at 69.5 m = 228.0 ft
Approach Spans: 0
Skew: 31
Width, Roadway: 11 m = 36.1 ft (3 Lanes) and Out-To-Out: 14 m = 45.9 ft for a 11 m = 36.1 ft approaching roadway.
Vertical Clearance: 4.72 m = 15.5 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by City or Municipal Highway Agency [04], DOT District: 6
Schuylkill River- 3590A06

Condition
Deck: Serious [3]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 45.4 metric ton = 49.9 tons (Load Factor(LF) [1])
Inventory: 27.2 metric ton = 29.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Meets minimum tolerable limits to be left in place as is [4]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: February 1999 [299] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 25095 (2012) and Trucks: 0%
Future ADT: 32100 (In 2032 )

LITTLE MARKET ST over AMTRAK (Route: 0)
Num:39005x
Open: no restriction [A]
Built: 1932, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Steel [3] Girder and floorbeam system [03]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 192.9 m = 632.9 ft
Main Spans: 23 at 8.5 m = 27.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 19.5 m = 64.0 ft (2 Lanes) and Out-To-Out: 28.3 m = 92.9 ft for a 18.3 m = 60.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
30TH;MARKET ST 3590A08

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Fair [5]
Loading
Design: M 18 / H 20 [4]
Operating: 67.1 metric ton = 73.8 tons ()
Inventory: 39.9 metric ton = 43.9 tons ()

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Better than present minimum criteria [7]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: August 2020 [0820] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 19364 (2021) and Trucks: 4%
Future ADT: 21731 (In 2032 )

SPRING GARDEN STR. over SCHUYLKILL EXPRESSWAY (Route: 0)
Num:38971x
Open: no restriction [A]
Built: 1958, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Dimensions
Length: 69.8 m = 229.0 ft
Main Spans: 2 at 33.5 m = 109.9 ft
Approach Spans: 1
Skew: 0
Width, Roadway: 13.4 m = 44.0 ft (3 Lanes) and Out-To-Out: 18.7 m = 61.4 ft for a 13.4 m = 44.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
SPRING GARDEN INCH3590A08

Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 55.3 metric ton = 60.8 tons (Load Factor(LF) [1])
Inventory: 32.7 metric ton = 36.0 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: May 1999 [599] and Frequency: 24

21st Street over Vine Street Expy (I-676) (Route: 0)
Num:55933x
Open: no restriction [A]
Built: 2018, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Dimensions
Length: 39 m = 128.0 ft
Main Spans: 1 at 38.7 m = 127.0 ft
Approach Spans: 0
Skew: 3
Width, Roadway: 12.2 m = 40.0 ft (2 Lanes) and Out-To-Out: 20.4 m = 66.9 ft for a 12.2 m = 40.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by City or Municipal Highway Agency [04], DOT District: 6
S of B Frank Pkwy 3590-C7

Condition
Deck: Excellent [9]
Superstructure: Very Good [8]
Substructure: Good [7]
Loading
Design: HL93 [A]
Operating: 64.8 metric ton = 71.3 tons (Unknown [F])
Inventory: 38.9 metric ton = 42.8 tons (Unknown [F])

Future Work
Work Needed: Other structural work: including hydraulic replacements. [38]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 13020 (2000) and Trucks: 1%
Future ADT: 16854 (In 2032 )

JFK BLVD. over 22ND STREET (Route: 0)
Num:39015x
Open: no restriction [A]
Built: 1957, Reconstructed: 2018
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Dimensions
Length: 19.5 m = 64.0 ft
Main Spans: 1 at 18.9 m = 62.0 ft
Approach Spans: 0
Skew: 1
Width, Roadway: 11.6 m = 38.1 ft (3 Lanes) and Out-To-Out: 24.5 m = 80.4 ft for a 12.2 m = 40.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
IN CENTER CITY 3590B08

Condition
Deck: Very Good [8]
Superstructure: Excellent [9]
Substructure: Good [7]
Loading
Design: HL93 [A]
Operating: 50.2 metric ton = 55.2 tons (Unknown [F])
Inventory: 38.9 metric ton = 42.8 tons (Unknown [F])

SPRING GARDEN STR. over AMTRAK(NEC) (Route: 0)
Num:38970x
Open: no restriction [A]
Built: 1964, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Steel [3] Girder and floorbeam system [03]
Approach Span(s): Other [00]
Deck: Concrete Precast Panels [2] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 27.1 m = 88.9 ft
Main Spans: 1 at 25.9 m = 85.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 12.4 m = 40.7 ft (3 Lanes) and Out-To-Out: 16.2 m = 53.2 ft for a 12.5 m = 41.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by City or Municipal Highway Agency [04], DOT District: 6
NR.EXPWAY.& 31 ST.3590A06

Condition
Deck: Satisfactory [6]
Superstructure: Poor [4]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 73.5 metric ton = 80.9 tons (Load Factor(LF) [1])
Inventory: 40.8 metric ton = 44.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: June 2020 [0620] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.6 km = 0.4 mi
Traffic
ADT: 20923 (2021) and Trucks: 5%
Future ADT: 30789 (In 2032 )

SCHUYLKILL AV.WEST over SCHUYLKILL EXPRESSWAY (Route: 0)
Num:39472x
Open: no restriction [A]
Built: 1959, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Steel [3] Girder and floorbeam system [03]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 138.7 m = 455.1 ft
Main Spans: 13 at 14 m = 45.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 22.6 m = 74.2 ft (4 Lanes) and Out-To-Out: 25.5 m = 83.7 ft for a 26.8 m = 87.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
BTW.CHESTNUT/WANUT3590A08

Condition
Deck: Satisfactory [6]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design: MS 18 / HS 20 [5]
Operating: 51.7 metric ton = 56.9 tons (Load Factor(LF) [1])
Inventory: 30.8 metric ton = 33.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: June 2020 [0620] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 8705 (2021) and Trucks: 7%
Future ADT: 11743 (In 2032 )

30th Street over 30th Street (Lower) (Route: 0)
Num:39139x
Open: no restriction [A]
Built: 1931, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 291.4 m = 956.1 ft
Main Spans: 29 at 12.2 m = 40.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 11 m = 36.1 ft (2 Lanes) and Out-To-Out: 18.9 m = 62.0 ft for a 11 m = 36.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by City or Municipal Highway Agency [04], DOT District: 6
btw Market & Chesnt 28C12

Condition
Deck: Fair [5]
Superstructure: Poor [4]
Substructure: Fair [5]
Loading
Design:
Operating: 54.4 metric ton = 59.8 tons (Allowable Stress(AS) [2])
Inventory: 29 metric ton = 31.9 tons (Allowable Stress(AS) [2])

Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Better than present minimum criteria [7]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: May 2020 [0520] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 8500 (2012) and Trucks: 0%
Future ADT: 10880 (In 2032 )

21st Street over Abandoned Conrail (Route: 0)
Num:39129x
Open: no restriction [A]
Built: 1899, Reconstructed: 1958
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 60 m = 196.9 ft
Main Spans: 3 at 24.4 m = 80.1 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 10.1 m = 33.1 ft (2 Lanes) and Out-To-Out: 10.5 m = 34.5 ft for a 7.9 m = 25.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by City or Municipal Highway Agency [04], DOT District: 6
N.CALLOWHILL ST. 28E10

Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 67.1 metric ton = 73.8 tons (Load Factor(LF) [1])
Inventory: 39.9 metric ton = 43.9 tons (Load Factor(LF) [1])

Future Work
Work Needed: Bridge deck rehabilitation with only incidental widening. [36]
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 5800 (1980) and Trucks: 0%
Future ADT: 8120 (In 2000 )

CHESTNUT STREET over 24TH STREET (Route: 3)
Num:38940x
Open: no restriction [A]
Built: 1864, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Masonry [8] Arch - Deck [11]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Not applicable (applies only to structures with no deck) [N]

Bridge Dimensions
Length: 14 m = 45.9 ft
Main Spans: 3 at 7.9 m = 25.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 11 m = 36.1 ft (2 Lanes) and Out-To-Out: 21.9 m = 71.9 ft for a 11 m = 36.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by City or Municipal Highway Agency [04], DOT District: 6
.8MI.W.CITY HALL 3590B08

Condition
Deck: Not Applicable [N]
Superstructure: Poor [4]
Substructure: Fair [5]
Loading
Design: M 13.5 / H 15 [2]
Operating: 48.1 metric ton = 52.9 tons ()
Inventory: 23.6 metric ton = 26.0 tons ()

Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: March 2020 [0320] and Frequency: 24

Future Work
Work Needed: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 13426 (2021) and Trucks: 5%
Future ADT: 15422 (In 2032 )

CHESTNUT STREET over AMTRAK;SCH EXPWY&30TH ST (Route: 3)
Num:38380x
Posted for load [P]
Built: 1934, Reconstructed: 2019
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 193.2 m = 633.9 ft
Main Spans: 10 at 24.4 m = 80.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 13.4 m = 44.0 ft (3 Lanes) and Out-To-Out: 26.8 m = 87.9 ft for a 13.4 m = 44.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
AT 30TH STREET 3590 A08

Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design: MS 18 / HS 20 [5]
Operating: 30.8 metric ton = 33.9 tons ()
Inventory: 18.1 metric ton = 19.9 tons ()

Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: June 2020 [0620] and Frequency: 24

Future Work
Work Needed: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 18524 (2021) and Trucks: 4%
Future ADT: 20191 (In 2032 )

RAMP 6 W.B.ON over OPEN GROUND (Route: 0)
Num:39351x
Open: no restriction [A]
Built: 1956, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.7 Kilometers)

Bridge Dimensions
Length: 128.9 m = 422.9 ft
Main Spans: 10 at 14 m = 45.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 5.5 m = 18.0 ft (1 Lanes) and Out-To-Out: 6.9 m = 22.6 ft for a 5.8 m = 19.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
SPRING GARDEN INT.3590A06

Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Fair [5]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 85.3 metric ton = 93.8 tons (Load Factor(LF) [1])
Inventory: 50.8 metric ton = 55.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: February 2020 [0220] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.6 km = 0.4 mi
Traffic
ADT: 5144 (2021) and Trucks: 7%
Future ADT: 7309 (In 2032 )

JFK BLVD. over 21ST STREET (Route: 0)
Num:39014x
Open: no restriction [A]
Built: 1957, Reconstructed: 2018
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.7 Kilometers)

Bridge Dimensions
Length: 16.5 m = 54.1 ft
Main Spans: 1 at 15.8 m = 51.8 ft
Approach Spans: 0
Skew: 1
Width, Roadway: 11.6 m = 38.1 ft (3 Lanes) and Out-To-Out: 24.5 m = 80.4 ft for a 12.2 m = 40.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
IN CENTER CITY 3590 B08

CHESTNUT STREET over CSX RAILROAD (Route: 3)
Num:38939x
Open: no restriction [A]
Built: 1901, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Masonry [8] Arch - Deck [11]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Not applicable (applies only to structures with no deck) [N]

Bridge Dimensions
Length: 35.1 m = 115.2 ft
Main Spans: 2 at 18.3 m = 60.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 11 m = 36.1 ft (2 Lanes) and Out-To-Out: 15.6 m = 51.2 ft for a 11 m = 36.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by Railroad [27], DOT District: 6
1MI.W.CITY HALL 3590B08

Condition
Deck: Not Applicable [N]
Superstructure: Serious [3]
Substructure: Satisfactory [6]
Loading
Design: M 18 / H 20 [4]
Operating: 39.9 metric ton = 43.9 tons ()
Inventory: 23.6 metric ton = 26.0 tons ()

Appraisal
Structural: Basically intolerable requiring high priority of corrrective action [3]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: March 2020 [0320] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 13426 (2021) and Trucks: 5%
Future ADT: 15422 (In 2032 )

CHESTNUT STREET over SCHUYLKILL RIVER (Route: 3)
Num:38938x
Bridge closed to all traffic [K]
Built: 1912, Reconstructed: 1957
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.7 Kilometers)

Bridge Dimensions
Length: 113.1 m = 371.1 ft
Main Spans: 2 at 53.6 m = 175.9 ft
Approach Spans: 2
Skew: 11
Width, Roadway: 13.5 m = 44.3 ft (2 Lanes) and Out-To-Out: 19.9 m = 65.3 ft for a 11 m = 36.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 449.5 m = 1474.8 ft

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
1MI.W.CITY HALL 3590A08

Condition
Deck: Poor [4]
Superstructure: Poor [4]
Substructure: Poor [4]
Loading
Design: MS 18 / HS 20 [5]
Operating: 65.3 metric ton = 71.8 tons (Load Factor(LF) [1])
Inventory: 39 metric ton = 42.9 tons (Load Factor(LF) [1])

SPRING GARDEN STR. over AMTRAK(32ND)(HBG)SEPTA:F (Route: 0)
Num:38968x
Open: no restriction [A]
Built: 1964, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.8 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] Box beam or girders - Multiple [05]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 167 m = 547.9 ft
Main Spans: 11 at 21.6 m = 70.9 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 12.4 m = 40.7 ft (3 Lanes) and Out-To-Out: 16.1 m = 52.8 ft for a 12.5 m = 41.0 ft approaching roadway.
Vertical Clearance: 4.45 m = 14.6 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by City or Municipal Highway Agency [04], DOT District: 6
N.30TH ST.STATION 3590A06

Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Poor [4]
Loading
Design: MS 18 / HS 20 [5]
Operating: 62.6 metric ton = 68.9 tons (Load Factor(LF) [1])
Inventory: 21.8 metric ton = 24.0 tons (Load Factor(LF) [1])

RAMP A OFF RAMP over RIVER BANK (Route: 0)
Num:39368x
Open: no restriction [A]
Built: 1955, Reconstructed: 1984
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.8 Kilometers)

Bridge Dimensions
Length: 129.5 m = 424.9 ft
Main Spans: 12 at 10.7 m = 35.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 7.6 m = 24.9 ft (1 Lanes) and Out-To-Out: 9 m = 29.5 ft for a 7.9 m = 25.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
76WB RMP.CHESTNUT 3590A09

Condition
Deck: Good [7]
Superstructure: Poor [4]
Substructure: Poor [4]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 90.7 metric ton = 99.8 tons (Load Factor(LF) [1])
Inventory: 54.4 metric ton = 59.8 tons (Load Factor(LF) [1])

Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Better than present minimum criteria [7]
Road Alignment: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Inspections
Date: September 2020 [0920] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 9501 (2021) and Trucks: 7%
Future ADT: 8810 (In 2032 )

B.F. PKWY/20TH ST over VINE STREET EXPRESSWAY (Route: 0)
Num:54432x
Open: no restriction [A]
Built: 2017, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.8 Kilometers)

Bridge Dimensions
Length: 51.8 m = 170.0 ft
Main Spans: 1 at 29.3 m = 96.1 ft
Approach Spans: 0
Skew: 34
Width, Roadway: 36.9 m = 121.1 ft (3 Lanes) and Out-To-Out: 196 m = 643.1 ft for a 24.4 m = 80.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
20TH ST & LIBRARY 3590C07

Condition
Deck: Very Good [8]
Superstructure: Excellent [9]
Substructure: Good [7]
Loading
Design: HL93 [A]
Operating: 62.5 metric ton = 68.8 tons (Unknown [F])
Inventory: 33 metric ton = 36.3 tons (Unknown [F])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: October 1999 [1099] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 27603 (2021) and Trucks: 3%
Future ADT: 29979 (In 2032 )

SCHUYLKILL AV.WEST over SCHUYLKILL EXP;RAMP A (Route: 0)
Num:39471x
Open: no restriction [A]
Built: 1959, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.8 Kilometers)

Bridge Type
Main Span(s): Steel [3] Girder and floorbeam system [03]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 148.1 m = 485.9 ft
Main Spans: 15 at 10.7 m = 35.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 14.9 m = 48.9 ft (3 Lanes) and Out-To-Out: 21.5 m = 70.5 ft for a 26.8 m = 87.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Philadelphia [60000]: Philadelphia County [101], Pennsylvania [42]
Owned by State Highway Agency [01], DOT District: 6
BTWN.WALNUT/CHEST 3590A08

Condition
Deck: Satisfactory [6]
Superstructure: Poor [4]
Substructure: Poor [4]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 48.1 metric ton = 52.9 tons (Load Factor(LF) [1])
Inventory: 28.1 metric ton = 30.9 tons (Load Factor(LF) [1])

Special Bridge Conditions Legend: R - Former location of relocated bridge. ! - At risk for demolition or destruction. X - Confirmed demolished or collapsed. S - Dismantled and/or in storage. L - Severe loss of historic integrity due to alteration.

Divider

Back

Top

About - Contact

Divider