Bridge Statistics for Altoona, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 5983,  Location: 29TH ST.@ BEALE AVENUE (Lat: 40.498697,  Lng: -78.412700),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 4,698 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,328 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: 29TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $147,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5984,  Location: 31ST.STREET, ALTOONA (Lat: 40.496100,  Lng: -78.413019),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 5,432 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,316 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MILL RUN CREEK,  Facility Carried by Structure: 31ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 5985,  Location: 37 TH ST,ALTOONA (Lat: 40.489736,  Lng: -78.417408),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 4,878 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,570 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: 37TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.70m (25.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5986,  Location: 58TH.ST. & KISSEL AVE. (Lat: 40.475767,  Lng: -78.428644),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 5,566 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,497 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BURGOON RUN,  Facility Carried by Structure: 58TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 5987,  Location: BROAD AVE OVER BURGOON RU (Lat: 40.477550,  Lng: -78.429567),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 1,424 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,918 (year 2041),  Features Intersected: BURGOON RUN,  Facility Carried by Structure: BROAD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $58,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $784,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5988,  Location: COLERIDGE AVE.,ALTOONA (Lat: 40.479669,  Lng: -78.405750),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 2,200 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,963 (year 2039),  Design Load: HS 20,  Features Intersected: MILL RUN CREEK,  Facility Carried by Structure: COLERIDGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Excellent,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Bridge Improvement Cost: $72,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $969,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5989,  Location: OAK AVE.@ 58TH ST,ALTOONA (Lat: 40.479383,  Lng: -78.431131),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 3,153 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,247 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BURGOON RUN,  Facility Carried by Structure: OAK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5991,  Location: PINE AVE AT 31ST STREET (Lat: 40.500553,  Lng: -78.422483),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,546 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,082 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MILL RUN,  Facility Carried by Structure: PINE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5993,  Location: W.CHESTNUT AVE.& 31ST.STR (Lat: 40.497814,  Lng: -78.417728),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,848 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,489 (year 2041),  Features Intersected: MILL RUN,  Facility Carried by Structure: WEST CHESTNUT AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $222,000,  Total Project Cost: $589,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5994,  Location: WALNUT AVE.@ 31ST.STREET (Lat: 40.499678,  Lng: -78.420408),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,280 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,724 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MILL RUN,  Facility Carried by Structure: WALNUT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5995,  Location: W SPRUCE AVE @ 31ST STR. (Lat: 40.500267,  Lng: -78.421339),  Route carried "on" structure: City street ,  Year Built: 1980,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,006 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,355 (year 2040),  Design Load: HS 20,  Features Intersected: MILL RUN,  Facility Carried by Structure: W SPRUCE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $48,000,  Roadway Improvement Cost: $251,000,  Total Project Cost: $645,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 42004,  Location: ALTOONA, JUNIATA (Lat: 40.532436,  Lng: -78.386403),  Route carried "on" structure: State highway ,  Year Built: 2003,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 8,986 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,766 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SPRING RUN,  Facility Carried by Structure: SR 4013
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.814,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019

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Structure Number: 42212,  Location: 2 MI SW OF ALTOONA (Lat: 40.485750,  Lng: -78.433208),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 532 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 682 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BURGOON RUN,  Facility Carried by Structure: T406,58TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 42872,  Location: 7TH STREET BRIDGE (Lat: 40.518269,  Lng: -78.394544),  Route carried "on" structure: State highway ,  Year Built: 2005,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 16.49m (54.10ft),  Average Daily Traffic: 12,169 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,114 (year 2032),  Design Load: HL 93,  Features Intersected: NORFOLK SO. RR & 8TH AVE,  Facility Carried by Structure: SR 4013 NBL
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.30m (56.76ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 44417,  Location: 14th ST. OVER BRUSH RUN (Lat: 40.504961,  Lng: -78.387319),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 842 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,134 (year 2041),  Design Load: HS 20,  Features Intersected: BRUSH RUN,  Facility Carried by Structure: 14th STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 46153,  Location: ALTOONA, BROAD AVENUE (Lat: 40.497281,  Lng: -78.416819),  Route carried "on" structure: State highway ,  Year Built: 2010,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,492 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,556 (year 2032),  Design Load: HL 93,  Features Intersected: MILL RUN,  Facility Carried by Structure: SR 4003, BROAD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.630,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47532,  Location: 0.5 MILE SOUTH OF ALTOONA (Lat: 40.463175,  Lng: -78.427075),  Route carried "on" structure: State highway 764,  Year Built: 2012,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 11,896 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,299 (year 2032),  Design Load: HL 93,  Features Intersected: SUGAR RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.596,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47535,  Location: 0.2 MILE SOUTH OF ALTOONA (Lat: 40.468358,  Lng: -78.426089),  Route carried "on" structure: State highway 764,  Year Built: 2012,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 9,607 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,940 (year 2032),  Design Load: HL 93,  Features Intersected: BURGOON RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.177,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 48355,  Location: ORNERS CORNER (Lat: 40.558556,  Lng: -78.390775),  Route carried "on" structure: State highway ,  Year Built: 2013,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 1,971 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,803 (year 2034),  Design Load: HL 93,  Features Intersected: HOMERS GAP RUN,  Facility Carried by Structure: SR 4015
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.064,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 48919,  Location: PINECROFT (Lat: 40.569600,  Lng: -78.350961),  Route carried "on" structure: State highway ,  Year Built: 2014,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,393 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,416 (year 2034),  Design Load: HL 93,  Features Intersected: SANDY RUN,  Facility Carried by Structure: SR 4018
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.243,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 48942,  Location: 2 MI SW OF ALTOONA (Lat: 40.467839,  Lng: -78.439664),  Route carried "on" structure: State highway ,  Year Built: 2014,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 1,279 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,590 (year 2034),  Design Load: HL 93,  Features Intersected: SUGAR RUN,  Facility Carried by Structure: SR 4002
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.469,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 52417,  Location: VILLAGE OF PINECROFT (Lat: 40.569161,  Lng: -78.347969),  Route carried "on" structure: State highway ,  Year Built: 2015,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,791 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,539 (year 2035),  Design Load: HL 93,  Features Intersected: SANDY RUN,  Facility Carried by Structure: SR 4019
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.043,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 53358,  Location: CITY OF ALTOONA (Lat: 40.482667,  Lng: -78.402433),  Route carried "on" structure: State highway 36,  Year Built: 2016,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 9,525 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,716 (year 2036),  Design Load: HL 93,  Features Intersected: MILL RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.604,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 53662,  Location: N 5th Ave over Kipple Run (Lat: 40.545844,  Lng: -78.376603),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 50 (year 2020),  Average Future Daily Traffic: 67 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Kipple Run,  Facility Carried by Structure: N 5th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5599,  Location: VILLAGE OF LAKEMONT (Lat: 40.470239,  Lng: -78.399108),  Route carried "under" structure: State highway 36,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 6,162 (year 2021),  Truck Traffic: 6%,  Features Intersected: PA 36,  Facility Carried by Structure: I-99 / US 220 NBL
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 24.687,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 5599,  Location: VILLAGE OF LAKEMONT (Lat: 40.470239,  Lng: -78.399108),  Route carried "under" structure: State highway 36,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 6,663 (year 2021),  Truck Traffic: 6%,  Features Intersected: PA 36,  Facility Carried by Structure: I-99 / US 220 NBL
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 24.670,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 56,  Location: VILLAGE OF LAKEMONT (Lat: 40.470667,  Lng: -78.399111),  Route carried "under" structure: State highway 36,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 6,663 (year 2021),  Truck Traffic: 6%,  Features Intersected: PA 36,  Facility Carried by Structure: I-99 / US 220 SBL
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 24.670,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 56,  Location: VILLAGE OF LAKEMONT (Lat: 40.470667,  Lng: -78.399111),  Route carried "under" structure: State highway 36,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 6,162 (year 2021),  Truck Traffic: 6%,  Features Intersected: PA 36,  Facility Carried by Structure: I-99 / US 220 SBL
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 24.687,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 5696,  Location: 0.25 MI E OF ALTOONA (Lat: 40.515975,  Lng: -78.365158),  Route carried "under" structure: Interstate 99,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 12,352 (year 2021),  Truck Traffic: 16%,  Features Intersected: I-99 / US 220,  Facility Carried by Structure: SR 1013, KETTLE RD
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 32.340,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 5696,  Location: 0.25 MI E OF ALTOONA (Lat: 40.515975,  Lng: -78.365158),  Route carried "under" structure: Interstate 99,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 12,214 (year 2021),  Truck Traffic: 15%,  Features Intersected: I-99 / US 220,  Facility Carried by Structure: SR 1013, KETTLE RD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 32.345,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 5816,  Location: ALTOONA,10TH & UNION AVE. (Lat: 40.511319,  Lng: -78.407278),  Route carried "under" structure: State highway 36,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 10,478 (year 2022),  Truck Traffic: 2%,  Features Intersected: PA 36 (UNION AVE),  Facility Carried by Structure: SR 4009 (SBL)
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 30.174,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 5827,  Location: ALTOONA,17TH.ST.BRIDGE (Lat: 40.512094,  Lng: -78.405742),  Route carried "under" structure: State highway ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 7,267 (year 2020),  Truck Traffic: 1%,  Features Intersected: SR 4009_NORFOLK SO. RR,  Facility Carried by Structure: SR 4010
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 584,  Location: 0.1 MI. E. OF ALTOONA (Lat: 40.493367,  Lng: -78.383494),  Route carried "under" structure: Interstate 99,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 28,921 (year 2021),  Truck Traffic: 14%,  Features Intersected: I-99 / US 220,  Facility Carried by Structure: SR 4010 (17TH ST)
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 29.121,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 584,  Location: 0.1 MI. E. OF ALTOONA (Lat: 40.493367,  Lng: -78.383494),  Route carried "under" structure: Interstate 99,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 12,214 (year 2021),  Truck Traffic: 15%,  Features Intersected: I-99 / US 220,  Facility Carried by Structure: SR 4010 (17TH ST)
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 29.129,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 5845,  Location: ALTOONA,8TH ST.BRIDGE (Lat: 40.517728,  Lng: -78.395506),  Route carried "under" structure: State highway ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 7,267 (year 2020),  Truck Traffic: 1%,  Features Intersected: SR4009,8TH AVE,NORFOLK S,  Facility Carried by Structure: SR 4013 (SBL)
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.748,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 5845,  Location: ALTOONA,8TH ST.BRIDGE (Lat: 40.517728,  Lng: -78.395506),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2003),  Features Intersected: SR4009,8TH AVE,NORFOLK S,  Facility Carried by Structure: SR 4013 (SBL)
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 42872,  Location: 7TH STREET BRIDGE (Lat: 40.518269,  Lng: -78.394544),  Route carried "under" structure: City street ,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2005),  Features Intersected: NORFOLK SO. RR & 8TH AVE,  Facility Carried by Structure: SR 4013 NBL
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.0m (128.0ft)