Bridge Statistics for Noxen, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 92ft / 28.4mTotal length
- $2,224,000Total costs
- 21,513Total average daily traffic
- 2,617Total average daily truck traffic
- 28,729Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Noxen
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21930-1939
- 31940-1949
- 11970-1979
- 11990-1999
- 32000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 11950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 22010-2019
- Bridge Condition - Deck
- 7.1%Excellent
- 7.1%Very good
- 42.9%Good
- 7.1%Satisfactory
- 21.4%Fair
- 14.3%Serious
- Bridge Condition - Superstructure
- 14.3%Excellent
- 35.7%Very good
- 7.1%Satisfactory
- 28.6%Fair
- 7.1%Poor
- 7.1%Serious
- Bridge Condition - Substructure
- 14.3%Very good
- 28.6%Good
- 14.3%Satisfactory
- 28.6%Fair
- 14.3%Poor
- Bridge Condition - Channel
- 21.4%Good
- 35.7%Satisfactory
- 21.4%Fair
- 21.4%Poor
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Structure Number: 37095, Location: MONROE TWP @ JCT SR 2001 (Lat: 41.425814, Lng: -76.030439), Route carried "on" structure: Spur State highway 29, Year Built: 1992, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 2,268 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,720 (year 2032), Design Load: H 20, Features Intersected: BOWMANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.104, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), 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
Structure Number: 37095, Location: MONROE TWP @ JCT SR 2001 (Lat: 41.425814, Lng: -76.030439), Route carried "on" structure: Spur State highway 29, Year Built: 1992, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 2,268 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,720 (year 2032), Design Load: H 20, Features Intersected: BOWMANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.104, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), 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: 37098, Location: MONROE TWP 1.7 M S TR 292 (Lat: 41.457989, Lng: -76.028483), Route carried "on" structure: State highway 29, Year Built: 1939, Year Reconstructed: 1957, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 6,971 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 9,344 (year 2032), Design Load: H 20, Features Intersected: ROARING RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.448, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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: October 2021, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $178,000, Total Project Cost: $446,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37098, Location: MONROE TWP 1.7 M S TR 292 (Lat: 41.457989, Lng: -76.028483), Route carried "on" structure: State highway 29, Year Built: 1939, Year Reconstructed: 1957, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 6,971 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 9,344 (year 2032), Design Load: H 20, Features Intersected: ROARING RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.448, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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: October 2021, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $178,000, Total Project Cost: $446,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37221, Location: MONROE TWP .3 M S SR 2002 (Lat: 41.406142, Lng: -76.029714), Route carried "on" structure: State highway , Year Built: 1941, Year Reconstructed: 1954, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 291 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 352 (year 2032), Design Load: H 20, Features Intersected: SOUTH RUN CREEK, Facility Carried by Structure: SR 2001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.185, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 0.70m (2.30ft), 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: $23,000, Roadway Improvement Cost: $100,000, Total Project Cost: $306,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37221, Location: MONROE TWP .3 M S SR 2002 (Lat: 41.406142, Lng: -76.029714), Route carried "on" structure: State highway , Year Built: 1941, Year Reconstructed: 1954, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 291 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 352 (year 2032), Design Load: H 20, Features Intersected: SOUTH RUN CREEK, Facility Carried by Structure: SR 2001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.185, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 0.70m (2.30ft), 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: $23,000, Roadway Improvement Cost: $100,000, Total Project Cost: $306,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37223, Location: MONROE TWP .5 M S TR 29 (Lat: 41.418422, Lng: -76.031119), Route carried "on" structure: State highway , Year Built: 1941, Status: Closed, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 380 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 580 (year 2032), Design Load: H 20, Features Intersected: SOUTH RUN CREEK, Facility Carried by Structure: SR 2001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.514, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Poor, Channel: 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: Meets minimum limits, 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: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $100,000, Total Project Cost: $189,000, Deck Structure Type: Open Grating
Structure Number: 37223, Location: MONROE TWP .5 M S TR 29 (Lat: 41.418422, Lng: -76.031119), Route carried "on" structure: State highway , Year Built: 1941, Status: Closed, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 380 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 580 (year 2032), Design Load: H 20, Features Intersected: SOUTH RUN CREEK, Facility Carried by Structure: SR 2001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.514, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Poor, Channel: 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: Meets minimum limits, 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: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $100,000, Total Project Cost: $189,000, Deck Structure Type: Open Grating
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Structure Number: 37264, Location: NOXEN TWP 300' E TR 29 (Lat: 41.418786, Lng: -76.060681), Route carried "on" structure: State highway , Year Built: 1979, Year Reconstructed: 2010, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 103 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 109 (year 2032), Design Load: H 20, Features Intersected: BEAVER RUN, Facility Carried by Structure: SR2039DIMMICK HILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $153,000, Total Project Cost: $342,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 37264, Location: NOXEN TWP 300' E TR 29 (Lat: 41.418786, Lng: -76.060681), Route carried "on" structure: State highway , Year Built: 1979, Year Reconstructed: 2010, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 103 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 109 (year 2032), Design Load: H 20, Features Intersected: BEAVER RUN, Facility Carried by Structure: SR2039DIMMICK HILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $153,000, Total Project Cost: $342,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 37281, Location: NOXEN TWP .2 M W TR 29 (Lat: 41.424283, Lng: -76.058111), Route carried "on" structure: Spur State highway , Year Built: 1933, Status: Posted for load-capacity, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 235 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 281 (year 2032), Design Load: H 20, Features Intersected: BOWMANS CREEK, Facility Carried by Structure: SR 3002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.899, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $100,000, Total Project Cost: $201,000, Deck Structure Type: Open Grating
Structure Number: 37281, Location: NOXEN TWP .2 M W TR 29 (Lat: 41.424283, Lng: -76.058111), Route carried "on" structure: Spur State highway , Year Built: 1933, Status: Posted for load-capacity, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 235 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 281 (year 2032), Design Load: H 20, Features Intersected: BOWMANS CREEK, Facility Carried by Structure: SR 3002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.899, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $100,000, Total Project Cost: $201,000, Deck Structure Type: Open Grating
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Structure Number: 37331, Location: 0.5 MI NW OF BEAUMONT (Lat: 41.425406, Lng: -76.010783), Route carried "on" structure: City street , Year Built: 1914, Status: Posted for load, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 100 (year 2012), Average Future Daily Traffic: 125 (year 2032), Design Load: HS 20, Features Intersected: LEONARD CREEK, Facility Carried by Structure: DIETZ MOUNTAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Channel: Fair, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $124,000, Total Project Cost: $569,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37331, Location: 0.5 MI NW OF BEAUMONT (Lat: 41.425406, Lng: -76.010783), Route carried "on" structure: City street , Year Built: 1914, Status: Posted for load, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 100 (year 2012), Average Future Daily Traffic: 125 (year 2032), Design Load: HS 20, Features Intersected: LEONARD CREEK, Facility Carried by Structure: DIETZ MOUNTAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Channel: Fair, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $124,000, Total Project Cost: $569,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37335, Location: 0.75 MILES SE OF NOXEN (Lat: 41.415322, Lng: -76.047739), Route carried "on" structure: City street , Year Built: 1943, Year Reconstructed: 2010, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 150 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2031), Features Intersected: BEAVER RUN, Facility Carried by Structure: MAPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Inventory Rating: 83.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $100,000, Total Project Cost: $171,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37335, Location: 0.75 MILES SE OF NOXEN (Lat: 41.415322, Lng: -76.047739), Route carried "on" structure: City street , Year Built: 1943, Year Reconstructed: 2010, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 150 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2031), Features Intersected: BEAVER RUN, Facility Carried by Structure: MAPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Inventory Rating: 83.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $100,000, Total Project Cost: $171,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 43225, Location: VILLAGE OF STULL (Lat: 41.415439, Lng: -76.090719), Route carried "on" structure: City street 7214, Year Built: 2004, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 50 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 65 (year 2031), Design Load: HL 93, Features Intersected: BOWMANS CREEK, Facility Carried by Structure: OLD SORBER MTN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 19.2m (63.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Designated Inspection Frequency: Every 24 months, 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: 43225, Location: VILLAGE OF STULL (Lat: 41.415439, Lng: -76.090719), Route carried "on" structure: City street 7214, Year Built: 2004, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 50 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 65 (year 2031), Design Load: HL 93, Features Intersected: BOWMANS CREEK, Facility Carried by Structure: OLD SORBER MTN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 19.2m (63.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 43373, Location: MONROE TWP 932' N TR 0309 (Lat: 41.437361, Lng: -76.019772), Route carried "on" structure: State highway 29, Year Built: 2006, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 6,971 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 9,344 (year 2032), Design Load: HL 93, Features Intersected: BOWMANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.779, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 48 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
Structure Number: 43373, Location: MONROE TWP 932' N TR 0309 (Lat: 41.437361, Lng: -76.019772), Route carried "on" structure: State highway 29, Year Built: 2006, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 6,971 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 9,344 (year 2032), Design Load: HL 93, Features Intersected: BOWMANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.779, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 48 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: 45382, Location: 100' S OF SR 29 (Lat: 41.419325, Lng: -76.058853), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 12 (year 2033), Design Load: HL 93, Features Intersected: BEAVER RUN, Facility Carried by Structure: BEAVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45382, Location: 100' S OF SR 29 (Lat: 41.419325, Lng: -76.058853), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 12 (year 2033), Design Load: HL 93, Features Intersected: BEAVER RUN, Facility Carried by Structure: BEAVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 47189, Location: NOXEN BORO .5M N SR 3002 (Lat: 41.420664, Lng: -76.048153), Route carried "on" structure: Spur State highway 29, Year Built: 2012, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 2,268 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,720 (year 2032), Design Load: HL 93, Features Intersected: BOWMANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.450, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.8 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: 33.7 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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
Structure Number: 47189, Location: NOXEN BORO .5M N SR 3002 (Lat: 41.420664, Lng: -76.048153), Route carried "on" structure: Spur State highway 29, Year Built: 2012, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 2,268 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,720 (year 2032), Design Load: HL 93, Features Intersected: BOWMANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.450, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.8 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: 33.7 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: 4737, Location: NOXEN TWP .2 M N SR 2039 (Lat: 41.400881, Lng: -76.071967), Route carried "on" structure: State highway 29, Year Built: 2012, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,425 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,552 (year 2032), Design Load: HL 93, Features Intersected: BEAVER RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.473, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 70.0 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: 35.0 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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
Structure Number: 4737, Location: NOXEN TWP .2 M N SR 2039 (Lat: 41.400881, Lng: -76.071967), Route carried "on" structure: State highway 29, Year Built: 2012, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,425 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,552 (year 2032), Design Load: HL 93, Features Intersected: BEAVER RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.473, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 70.0 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: 35.0 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: 53264, Location: MONROE TWP .2 M S SR 2002 (Lat: 41.407756, Lng: -76.029186), Route carried "on" structure: State highway , Year Built: 2016, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 291 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 325 (year 2037), Design Load: HL 93, Features Intersected: SOUTH RUN, Facility Carried by Structure: Buckwheat HollowRd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.185, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.6m (24.9ft), 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 43.1 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: 32.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53264, Location: MONROE TWP .2 M S SR 2002 (Lat: 41.407756, Lng: -76.029186), Route carried "on" structure: State highway , Year Built: 2016, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 291 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 325 (year 2037), Design Load: HL 93, Features Intersected: SOUTH RUN, Facility Carried by Structure: Buckwheat HollowRd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.185, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.6m (24.9ft), 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 43.1 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: 32.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing