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Bridge Statistics for Shamokin, Pennsylvania (PA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Shamokin, PA, Pennsylvania, Pennsylvania forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 15 Total length: 28 meters (92ft) Total costs: $1,421,000 Total average daily traffic: 56,165 Total average daily truck traffic: 1,621 Total future (year 2029) average daily traffic: 75,469 National Bridge Inventory (NBI) Registered Bridges for Shamokin
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 4900610170018, Location: City of Shamokin (Lat: 40.791833, Lng: -76.562986), Route carried "on" structure: State highway 61, Year Built: 2007, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 12,866 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 19,694 , Design Load: H 15, Features Intersected: Shamokin C. & SEDA-COG R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.611, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.0m (141.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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 2007, Bridge Improvement Cost: $-1,000, Roadway Improvement Cost: $-1,000, Total Project Cost: $-1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 49012502402397, Location: CITY OF SHAMOKIN (Lat: 40.789194, Lng: -76.558644), Route carried "on" structure: State highway 125, Year Built: 1905, Year Reconstructed: 1986, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 2,786 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 2,792 (year 2026), Design Load: H 15, Features Intersected: OVER SHAMOKIN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.973, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 10.8 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: Better than present minimum 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 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 49012502412371, Location: CITY OF SHAMOKIN (Lat: 40.789111, Lng: -76.558839), Route carried "on" structure: State highway 125, Year Built: 1905, Year Reconstructed: 1986, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 3,158 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 4,414 (year 2026), Design Load: H 15, Features Intersected: OVER SHAMOKIN CR. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.973, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 10.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 49730100060098, Location: CITY OF SHAMOKIN (Lat: 40.788861, Lng: -76.560250), Route carried "on" structure: City street , Year Built: 1891, Year Reconstructed: 1981, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 5,850 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 6,000 (year 2029), Design Load: H 15, Features Intersected: SHAMOKIN CREEK, Facility Carried by Structure: 6TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 49730100066666, Location: SIXTH STREET BRIDGE (Lat: 40.784917, Lng: -76.560056), Route carried "on" structure: City street , Year Built: 1995, Year Reconstructed: 1995, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,105 (year 2005), Truck Traffic: 11%, Average Future Daily Traffic: 1,709 (year 2025), Design Load: H 15, Features Intersected: CARBON RUN, Facility Carried by Structure: 6TH,MUL,PINE STS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $150,000, Total Project Cost: $567,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 49730100080073, Location: SHAMOKIN CITY (Lat: 40.790417, Lng: -76.556306), Route carried "on" structure: City street , Year Built: 1937, Year Reconstructed: 1977, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 2,400 (year 2007), Average Future Daily Traffic: 3,000 (year 2029), Design Load: H 15, Features Intersected: SHAMOKIN CREEK, Facility Carried by Structure: 8TH ST. SHAMOKIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum 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 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 4973010180016, Location: SHAMOKIN CITY (Lat: 40.788333, Lng: -76.563333), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,100 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 4,793 (year 2029), Design Load: H 15, Features Intersected: CARBON RUN, Facility Carried by Structure: ARCH ST SHAMOKIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 78.9 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 desirable 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: May 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 49730103200103, Location: SHAMOKIN CITY (Lat: 40.786667, Lng: -76.561667), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,000 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 7,730 (year 2029), Design Load: H 15, Features Intersected: CARBON RUN, Facility Carried by Structure: CHESTNUT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 49730112250163, Location: CITY OF SHAMOKIN (Lat: 40.791250, Lng: -76.553722), Route carried "on" structure: City street , Year Built: 1910, Year Reconstructed: 1979, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 2,900 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2029), Design Load: H 15, Features Intersected: SHAMOKIN CREEK, Facility Carried by Structure: LIBERTY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), 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: 12.3m (40.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $63,000, Roadway Improvement Cost: $357,000, Total Project Cost: $854,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 49730119030184, Location: SHAMOKIN CITY SPRUCE ST. (Lat: 40.786667, Lng: -76.561667), Route carried "on" structure: City street 7301, Year Built: 1992, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,100 (year 2006), Truck Traffic: 13%, Average Future Daily Traffic: 6,493 (year 2028), Design Load: H 15, Features Intersected: CARBON RUN, Facility Carried by Structure: SPRUCE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 4.4m (14.4ft), Right: 3.2m (10.5ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Culverts: Excellent, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 49730119110021, Location: SHAMOKIN CITY (Lat: 40.784778, Lng: -76.551361), Route carried "on" structure: City street HMK, Year Built: 1916, Year Reconstructed: 1979, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,600 (year 1991), Average Future Daily Traffic: 2,860 (year 2021), Design Load: H 15, Features Intersected: SHAMOKIN CREEK, Facility Carried by Structure: SHAMOKIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49730119130168, Location: CITY OF SHAMOKIN (Lat: 40.790000, Lng: -76.410000), Route carried "on" structure: City street ZM, Year Built: 1989, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,000 (year 2007), Average Future Daily Traffic: 3,092 , Design Load: H 15, Features Intersected: SHAMOKIN CREEK, Facility Carried by Structure: SPURZHEIM ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 49730123200088, Location: SHAMOKIN CITY (Lat: 40.789722, Lng: -76.563083), Route carried "on" structure: City street , Year Built: 1914, Year Reconstructed: 1981, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 8,400 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 8,500 (year 2029), Design Load: H 15, Features Intersected: SHAMOKIN CREEK, Facility Carried by Structure: W WALNUT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 49730123230157, Location: SHAMOKIN CITY (Lat: 40.783694, Lng: -76.550444), Route carried "on" structure: City street , Year Built: 1906, Year Reconstructed: 1949, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 600 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 928 (year 2029), Design Load: H 15, Features Intersected: SHAMOKIN CREEK, Facility Carried by Structure: WILLOW STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 9.0m (29.5ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Open Grating Find on map >>
Structure Number: 4973012323019, Location: SHAMOKIN CITY (Lat: 40.783194, Lng: -76.559722), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 300 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 464 (year 2029), Design Load: H 15, Features Intersected: CARBON RUN, Facility Carried by Structure: WILLOW STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Inventory Rating: 32.7 metric tons, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Pennsylvania forum Back to: Shamokin, PA, Pennsylvania, All US cities.
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