Bridge Statistics for Watsontown, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 223ft / 68.3mTotal length
- $4,442,000Total costs
- 55,365Total average daily traffic
- 5,736Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Watsontown
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 41960-1969
- 21970-1979
- 11980-1989
- 11990-1999
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 14.3%Very good
- 42.9%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 50.0%Good
- 25.0%Satisfactory
- 12.5%Fair
- 12.5%Serious
- Bridge Condition - Substructure
- 62.5%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 16.7%Good
- 33.3%Satisfactory
- 16.7%Fair
- 33.3%Poor
Find on map >> Show street view
Structure Number: 2942, Location: RAMP MT-C OVER I-376 (Lat: 40.483333, Lng: -80.233333), Route carried "on" structure: Ramp State highway , Year Built: 1992, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 5,188 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,882 (year 2032), Design Load: HS 20, Features Intersected: SR 0376 EB WB, Facility Carried by Structure: RAMP MT-C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.9m (157.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.40m (34.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2942, Location: RAMP MT-C OVER I-376 (Lat: 40.483333, Lng: -80.233333), Route carried "on" structure: Ramp State highway , Year Built: 1992, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 5,188 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,882 (year 2032), Design Load: HS 20, Features Intersected: SR 0376 EB WB, Facility Carried by Structure: RAMP MT-C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.9m (157.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.40m (34.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 28967, Location: 1.5 MI E OF WATSONTOWN (Lat: 41.074125, Lng: -76.849069), Route carried "on" structure: State highway 44, Year Built: 1974, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 886 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,383 (year 2032), Design Load: HS 20, Features Intersected: DELAWARE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.143, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 79.8 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 28967, Location: 1.5 MI E OF WATSONTOWN (Lat: 41.074125, Lng: -76.849069), Route carried "on" structure: State highway 44, Year Built: 1974, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 886 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,383 (year 2032), Design Load: HS 20, Features Intersected: DELAWARE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.143, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 79.8 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 29106, Location: 1 MI S OF WATSONTOWN (Lat: 41.073572, Lng: -76.854344), Route carried "on" structure: State highway 405, Year Built: 1925, Year Reconstructed: 1993, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,552 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 5,775 (year 2032), Features Intersected: OVER WARRIOR RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.171, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 0.2m (0.7ft), Right: 0.2m (0.7ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $61,000, Total Project Cost: $280,000
Structure Number: 29106, Location: 1 MI S OF WATSONTOWN (Lat: 41.073572, Lng: -76.854344), Route carried "on" structure: State highway 405, Year Built: 1925, Year Reconstructed: 1993, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,552 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 5,775 (year 2032), Features Intersected: OVER WARRIOR RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.171, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 0.2m (0.7ft), Right: 0.2m (0.7ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $61,000, Total Project Cost: $280,000
Find on map >> Show street view
Structure Number: 29159, Location: WATSONTOWN BORO RIVER BR. (Lat: 41.080606, Lng: -76.865122), Route carried "on" structure: State highway , Year Built: 1927, Year Reconstructed: 2005, Status: Open, Structure Length: 37.67m (123.59ft), Average Daily Traffic: 3,670 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 5,409 (year 2032), Features Intersected: W. B. SUSQUEHANNA RIVER, Facility Carried by Structure: SR 1014
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 9, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, Inventory Rating: 99.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 36.00m (118.11ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2021, Underwater Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29159, Location: WATSONTOWN BORO RIVER BR. (Lat: 41.080606, Lng: -76.865122), Route carried "on" structure: State highway , Year Built: 1927, Year Reconstructed: 2005, Status: Open, Structure Length: 37.67m (123.59ft), Average Daily Traffic: 3,670 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 5,409 (year 2032), Features Intersected: W. B. SUSQUEHANNA RIVER, Facility Carried by Structure: SR 1014
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 9, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, Inventory Rating: 99.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 36.00m (118.11ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2021, Underwater Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 2942, Location: WATSONTOWN BOROUGH (Lat: 41.082078, Lng: -76.859753), Route carried "on" structure: ServiceCity street , Year Built: 1987, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,000 (year 2019), Average Future Daily Traffic: 1,546 (year 2041), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: EAST FIRST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2942, Location: WATSONTOWN BOROUGH (Lat: 41.082078, Lng: -76.859753), Route carried "on" structure: ServiceCity street , Year Built: 1987, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,000 (year 2019), Average Future Daily Traffic: 1,546 (year 2041), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: EAST FIRST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 33395, Location: VILLAGE OF WHITE DEER (Lat: 41.075186, Lng: -76.872825), Route carried "on" structure: US 15, Year Built: 1963, Year Reconstructed: 2010, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 16,183 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 17,326 (year 2032), Design Load: HL 93, Features Intersected: OVER WHITE DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.753, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 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 replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $292,000, Roadway Improvement Cost: $860,000, Total Project Cost: $3,941,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33395, Location: VILLAGE OF WHITE DEER (Lat: 41.075186, Lng: -76.872825), Route carried "on" structure: US 15, Year Built: 1963, Year Reconstructed: 2010, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 16,183 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 17,326 (year 2032), Design Load: HL 93, Features Intersected: OVER WHITE DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.753, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 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 replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $292,000, Roadway Improvement Cost: $860,000, Total Project Cost: $3,941,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 33396, Location: VILLAGE OF WHITE DEER (Lat: 41.076367, Lng: -76.873278), Route carried "on" structure: US 15, Year Built: 1963, Year Reconstructed: 2009, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 16,183 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 17,326 (year 2032), Design Load: HL 93, Features Intersected: OVER S.R. 1010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.753, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33396, Location: VILLAGE OF WHITE DEER (Lat: 41.076367, Lng: -76.873278), Route carried "on" structure: US 15, Year Built: 1963, Year Reconstructed: 2009, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 16,183 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 17,326 (year 2032), Design Load: HL 93, Features Intersected: OVER S.R. 1010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.753, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 33514, Location: VILLAGE OF WHITE DEER (Lat: 41.075425, Lng: -76.872439), Route carried "on" structure: State highway , Year Built: 1963, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 3,713 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 5,153 (year 2032), Design Load: H 20, Features Intersected: OVER WHITE DEER CREEK, Facility Carried by Structure: SR 1011
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.439, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Superstructure: Serious, Substructure: Good, Channel: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, 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: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Other Special Inspection Date: Febuary 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $50,000, Total Project Cost: $122,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 33514, Location: VILLAGE OF WHITE DEER (Lat: 41.075425, Lng: -76.872439), Route carried "on" structure: State highway , Year Built: 1963, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 3,713 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 5,153 (year 2032), Design Load: H 20, Features Intersected: OVER WHITE DEER CREEK, Facility Carried by Structure: SR 1011
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.439, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Superstructure: Serious, Substructure: Good, Channel: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, 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: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Other Special Inspection Date: Febuary 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $50,000, Total Project Cost: $122,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 33613, Location: 0.2 MI. NE OF WHITE DEER (Lat: 41.077764, Lng: -76.871008), Route carried "on" structure: City street , Year Built: 1974, Status: Posted for load, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 60 (year 2021), Average Future Daily Traffic: 93 (year 2043), Design Load: H 10, Features Intersected: WHITE DEER CREEK, Facility Carried by Structure: T-522 (CTY BR # 3)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $50,000, Total Project Cost: $99,000, Deck Structure Type: Open Grating
Structure Number: 33613, Location: 0.2 MI. NE OF WHITE DEER (Lat: 41.077764, Lng: -76.871008), Route carried "on" structure: City street , Year Built: 1974, Status: Posted for load, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 60 (year 2021), Average Future Daily Traffic: 93 (year 2043), Design Load: H 10, Features Intersected: WHITE DEER CREEK, Facility Carried by Structure: T-522 (CTY BR # 3)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $50,000, Total Project Cost: $99,000, Deck Structure Type: Open Grating
Find on map >> Show street view
Structure Number: 33396, Location: VILLAGE OF WHITE DEER (Lat: 41.076367, Lng: -76.873278), Route carried "under" structure: State highway , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 3,930 (year 2021), Truck Traffic: 8%, Features Intersected: OVER S.R. 1010, Facility Carried by Structure: SR 0015 (TR 15)
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 23.688, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 33396, Location: VILLAGE OF WHITE DEER (Lat: 41.076367, Lng: -76.873278), Route carried "under" structure: State highway , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 3,930 (year 2021), Truck Traffic: 8%, Features Intersected: OVER S.R. 1010, Facility Carried by Structure: SR 0015 (TR 15)
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 23.688, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)