Bridge Statistics for Gilbertsville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 92ft / 28mTotal length
- $4,211,000Total costs
- 56,656Total average daily traffic
- 2,568Total average daily truck traffic
- 42,343Total future (year 1986) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Gilbertsville
- No street view available for this location
- New bridges - historical statistics
- 2Before 1900
- 61920-1929
- 61930-1939
- 11940-1949
- 11950-1959
- 21960-1969
- 21990-1999
- 12000-2009
- 12010-2018
- Reconstructed bridges - Historical Statistics
- 11920-1929
- 11930-1939
- 01940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- 21990-1999
- Bridge Condition - Deck
- 11.8%Very good
- 11.8%Good
- 29.4%Satisfactory
- 23.5%Fair
- 17.6%Poor
- 5.9%Serious
- Bridge Condition - Superstructure
- 15.8%Very good
- 10.5%Good
- 36.8%Satisfactory
- 10.5%Fair
- 21.1%Poor
- 5.3%Serious
- Bridge Condition - Substructure
- 5.3%Very good
- 10.5%Good
- 15.8%Satisfactory
- 42.1%Fair
- 26.3%Poor
- Bridge Condition - Channel
- 5.0%Satisfactory
- 40.0%Fair
- 55.0%Poor
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Structure Number: 27192, Location: GILBERTSVIL 04J09/2915A8 (Lat: 40.327172, Lng: -75.622294), Route carried "under" structure: State highway 100, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 9,097 (year 2017), Truck Traffic: 8%, Features Intersected: TRAFFIC ROUTE 100, Facility Carried by Structure: EAST PHILA.AVENUE
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 10.092, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 27192, Location: GILBERTSVIL 04J09/2915A8 (Lat: 40.327172, Lng: -75.622294), Route carried "under" structure: State highway 100, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 9,097 (year 2017), Truck Traffic: 8%, Features Intersected: TRAFFIC ROUTE 100, Facility Carried by Structure: EAST PHILA.AVENUE
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 10.092, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 27192, Location: GILBERTSVIL 04J09/2915A8 (Lat: 40.327172, Lng: -75.622294), Route carried "under" structure: State highway 100, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 9,983 (year 2017), Truck Traffic: 10%, Features Intersected: TRAFFIC ROUTE 100, Facility Carried by Structure: EAST PHILA.AVENUE
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 1.011, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 27192, Location: GILBERTSVIL 04J09/2915A8 (Lat: 40.327172, Lng: -75.622294), Route carried "under" structure: State highway 100, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 9,983 (year 2017), Truck Traffic: 10%, Features Intersected: TRAFFIC ROUTE 100, Facility Carried by Structure: EAST PHILA.AVENUE
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 1.011, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 2751, Location: NEW HANOVER 12D1/3027F3 (Lat: 40.297050, Lng: -75.587756), Route carried "on" structure: State highway 663, Year Built: 1998, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 9,620 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 11,503 (year 2032), Design Load: HS 25 or greater, Features Intersected: MINISTER CREEK, Facility Carried by Structure: CHARLOTTE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.916, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $106,000, Total Project Cost: $485,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2751, Location: NEW HANOVER 12D1/3027F3 (Lat: 40.297050, Lng: -75.587756), Route carried "on" structure: State highway 663, Year Built: 1998, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 9,620 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 11,503 (year 2032), Design Load: HS 25 or greater, Features Intersected: MINISTER CREEK, Facility Carried by Structure: CHARLOTTE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.916, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $106,000, Total Project Cost: $485,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27573, Location: SASSAMANSVILLE 5F6/2915J6 (Lat: 40.343325, Lng: -75.573956), Route carried "on" structure: State highway , Year Built: 1924, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,076 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 4,257 (year 2032), Design Load: H 15, Features Intersected: BRANCH SCHLEGEL RUN, Facility Carried by Structure: HOFFMANSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 64.0m (210.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 0.7m (2.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2017, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $16,000, Total Project Cost: $75,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27573, Location: SASSAMANSVILLE 5F6/2915J6 (Lat: 40.343325, Lng: -75.573956), Route carried "on" structure: State highway , Year Built: 1924, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,076 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 4,257 (year 2032), Design Load: H 15, Features Intersected: BRANCH SCHLEGEL RUN, Facility Carried by Structure: HOFFMANSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 64.0m (210.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 0.7m (2.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2017, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $16,000, Total Project Cost: $75,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27574, Location: SASSAMANSVILLE 5F5/2915H5 (Lat: 40.343222, Lng: -75.574311), Route carried "on" structure: State highway , Year Built: 1933, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 4,076 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 4,257 (year 2032), Design Load: H 15, Features Intersected: SCHLEGEL RUN, Facility Carried by Structure: HOFFMANSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.008, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 56.2 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: 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: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2017, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $43,000, Total Project Cost: $198,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27574, Location: SASSAMANSVILLE 5F5/2915H5 (Lat: 40.343222, Lng: -75.574311), Route carried "on" structure: State highway , Year Built: 1933, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 4,076 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 4,257 (year 2032), Design Load: H 15, Features Intersected: SCHLEGEL RUN, Facility Carried by Structure: HOFFMANSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.008, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 56.2 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: 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: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2017, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $43,000, Total Project Cost: $198,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27583, Location: GILBERTSVILLE 5B9/2915D9 (Lat: 40.323981, Lng: -75.605383), Route carried "on" structure: State highway , Year Built: 1954, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,331 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 1,523 (year 2032), Design Load: HS 20, Features Intersected: SWAMP CREEK, Facility Carried by Structure: CONGO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 64.0m (210.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.26m (0.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2017, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $38,000, Total Project Cost: $174,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27583, Location: GILBERTSVILLE 5B9/2915D9 (Lat: 40.323981, Lng: -75.605383), Route carried "on" structure: State highway , Year Built: 1954, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,331 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 1,523 (year 2032), Design Load: HS 20, Features Intersected: SWAMP CREEK, Facility Carried by Structure: CONGO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 64.0m (210.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.26m (0.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2017, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $38,000, Total Project Cost: $174,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27584, Location: GILBERTSVILLE 5C8/2915E7 (Lat: 40.323972, Lng: -75.605825), Route carried "on" structure: State highway , Year Built: 1923, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 641 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 1,523 (year 2032), Design Load: H 15, Features Intersected: MIDDLE CREEK, Facility Carried by Structure: CONGO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.019, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Poor, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, 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: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2017, Other Special Inspection Date: June 2017, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $92,000, Total Project Cost: $420,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27584, Location: GILBERTSVILLE 5C8/2915E7 (Lat: 40.323972, Lng: -75.605825), Route carried "on" structure: State highway , Year Built: 1923, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 641 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 1,523 (year 2032), Design Load: H 15, Features Intersected: MIDDLE CREEK, Facility Carried by Structure: CONGO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.019, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Poor, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, 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: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2017, Other Special Inspection Date: June 2017, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $92,000, Total Project Cost: $420,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27923, Location: 0.5 Mi N SR73 ADC 2915-B8 (Lat: 40.327197, Lng: -75.608800), Route carried "on" structure: City street 73, Year Built: 2007, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 673 (year 2013), Average Future Daily Traffic: 695 (year 2018), Features Intersected: SWAMP CREEK, Facility Carried by Structure: SWAMP CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.29m (0.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2016, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $148,000, Total Project Cost: $678,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27923, Location: 0.5 Mi N SR73 ADC 2915-B8 (Lat: 40.327197, Lng: -75.608800), Route carried "on" structure: City street 73, Year Built: 2007, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 673 (year 2013), Average Future Daily Traffic: 695 (year 2018), Features Intersected: SWAMP CREEK, Facility Carried by Structure: SWAMP CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.29m (0.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2016, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $148,000, Total Project Cost: $678,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27925, Location: 0.2 M E SR663 ADC 3027-G3 (Lat: 40.297600, Lng: -75.581400), Route carried "on" structure: County highway , Year Built: 1844, Year Reconstructed: 1928, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 10,857 (year 2013), Average Future Daily Traffic: 11,209 (year 2018), Features Intersected: MINISTER CREEK, Facility Carried by Structure: SWAMP PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 82.0m (269.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2016, Other Special Inspection Date: April 2017, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $132,000, Total Project Cost: $605,000
Structure Number: 27925, Location: 0.2 M E SR663 ADC 3027-G3 (Lat: 40.297600, Lng: -75.581400), Route carried "on" structure: County highway , Year Built: 1844, Year Reconstructed: 1928, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 10,857 (year 2013), Average Future Daily Traffic: 11,209 (year 2018), Features Intersected: MINISTER CREEK, Facility Carried by Structure: SWAMP PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 82.0m (269.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2016, Other Special Inspection Date: April 2017, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $132,000, Total Project Cost: $605,000
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Structure Number: 27952, Location: 0.88 MI SE of SR 0073 (Lat: 40.305397, Lng: -75.564897), Route carried "on" structure: City street , Year Built: 1890, Year Reconstructed: 1991, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 355 (year 2013), Average Future Daily Traffic: 367 (year 2018), Features Intersected: SWAMP CREEK, Facility Carried by Structure: CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 64.0m (210.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Length of Maximum Span: 0.7m (2.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 3.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.46m (1.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016
Structure Number: 27952, Location: 0.88 MI SE of SR 0073 (Lat: 40.305397, Lng: -75.564897), Route carried "on" structure: City street , Year Built: 1890, Year Reconstructed: 1991, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 355 (year 2013), Average Future Daily Traffic: 367 (year 2018), Features Intersected: SWAMP CREEK, Facility Carried by Structure: CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 64.0m (210.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Length of Maximum Span: 0.7m (2.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 3.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.46m (1.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016
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Structure Number: 27982, Location: 0.4 MI N SR73 ADC 2915-J9 (Lat: 40.322000, Lng: -75.573700), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 542 (year 2013), Average Future Daily Traffic: 560 (year 2018), Features Intersected: SWAMP CREEK, Facility Carried by Structure: LUDWIG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 3 degrees, Material/Design: Aluminum, Iron, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 3.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.29m (0.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $151,000, Total Project Cost: $691,000
Structure Number: 27982, Location: 0.4 MI N SR73 ADC 2915-J9 (Lat: 40.322000, Lng: -75.573700), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 542 (year 2013), Average Future Daily Traffic: 560 (year 2018), Features Intersected: SWAMP CREEK, Facility Carried by Structure: LUDWIG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 3 degrees, Material/Design: Aluminum, Iron, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 3.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.29m (0.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $151,000, Total Project Cost: $691,000
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Structure Number: 27984, Location: 0.3 Mi E SR663; 3027-H3 (Lat: 40.298900, Lng: -75.580500), Route carried "on" structure: City street , Year Built: 1923, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 762 (year 2013), Average Future Daily Traffic: 787 (year 2018), Features Intersected: MINISTER CREEK, Facility Carried by Structure: LUTHERAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 41.7 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2016, Other Special Inspection Date: August 2017, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $35,000, Total Project Cost: $160,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27984, Location: 0.3 Mi E SR663; 3027-H3 (Lat: 40.298900, Lng: -75.580500), Route carried "on" structure: City street , Year Built: 1923, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 762 (year 2013), Average Future Daily Traffic: 787 (year 2018), Features Intersected: MINISTER CREEK, Facility Carried by Structure: LUTHERAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 41.7 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2016, Other Special Inspection Date: August 2017, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $35,000, Total Project Cost: $160,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28052, Location: .6 Mi NE PA-100 2915-B6 (Lat: 40.341700, Lng: -75.615397), Route carried "on" structure: City street , Year Built: 1939, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 2,762 (year 1986), Average Future Daily Traffic: 3,000 (year 2015), Features Intersected: SWAMP CREEK, Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2016, Other Special Inspection Date: May 2017, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $28,000, Total Project Cost: $129,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28052, Location: .6 Mi NE PA-100 2915-B6 (Lat: 40.341700, Lng: -75.615397), Route carried "on" structure: City street , Year Built: 1939, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 2,762 (year 1986), Average Future Daily Traffic: 3,000 (year 2015), Features Intersected: SWAMP CREEK, Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2016, Other Special Inspection Date: May 2017, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $28,000, Total Project Cost: $129,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28054, Location: 2.75 MI NW SR 663 2915-H3 (Lat: 40.357500, Lng: -75.577897), Route carried "on" structure: City street , Year Built: 1948, Status: Open, Structure Length: 0.07m (0.23ft), Average Daily Traffic: 100 (year 2012), Average Future Daily Traffic: 200 (year 2032), Features Intersected: TRIB. TO SCHLEGEL RUN, Facility Carried by Structure: HOFFMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 43.0m (141.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 4.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.07m (0.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2016, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $39,000, Total Project Cost: $62,000, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 28054, Location: 2.75 MI NW SR 663 2915-H3 (Lat: 40.357500, Lng: -75.577897), Route carried "on" structure: City street , Year Built: 1948, Status: Open, Structure Length: 0.07m (0.23ft), Average Daily Traffic: 100 (year 2012), Average Future Daily Traffic: 200 (year 2032), Features Intersected: TRIB. TO SCHLEGEL RUN, Facility Carried by Structure: HOFFMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 43.0m (141.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 4.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.07m (0.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2016, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $39,000, Total Project Cost: $62,000, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 28055, Location: 1.25 MI NW SR 73 2915-F8 (Lat: 40.326597, Lng: -75.587297), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 235 (year 2012), Average Future Daily Traffic: 300 (year 2032), Features Intersected: MIDDLE CREEK, Facility Carried by Structure: MIDDLE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 0.7m (2.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 57.2 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.12m (0.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28055, Location: 1.25 MI NW SR 73 2915-F8 (Lat: 40.326597, Lng: -75.587297), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 235 (year 2012), Average Future Daily Traffic: 300 (year 2032), Features Intersected: MIDDLE CREEK, Facility Carried by Structure: MIDDLE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 0.7m (2.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 57.2 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.12m (0.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28056, Location: 1.4 MI NW SR 663 2915-H6 (Lat: 40.340200, Lng: -75.574797), Route carried "on" structure: City street , Year Built: 1927, Year Reconstructed: 1938, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 326 (year 1986), Average Future Daily Traffic: 326 (year 1986), Features Intersected: SCHLEGEL RUN, Facility Carried by Structure: SASSAMANSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.12m (0.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2016, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $55,000, Total Project Cost: $157,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28056, Location: 1.4 MI NW SR 663 2915-H6 (Lat: 40.340200, Lng: -75.574797), Route carried "on" structure: City street , Year Built: 1927, Year Reconstructed: 1938, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 326 (year 1986), Average Future Daily Traffic: 326 (year 1986), Features Intersected: SCHLEGEL RUN, Facility Carried by Structure: SASSAMANSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.12m (0.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2016, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $55,000, Total Project Cost: $157,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28057, Location: 1.6MI NE OF SR 73 2915-D6 (Lat: 40.341997, Lng: -75.603800), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 1995, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 35 (year 2034), Features Intersected: TRIBUTARY MIDDLE CREEK, Facility Carried by Structure: SCHLEGEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 43.0m (141.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2016, Critical Feature Inspection Date: June 2017, Other Special Inspection Date: June 2017, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $50,000, Total Project Cost: $217,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 28057, Location: 1.6MI NE OF SR 73 2915-D6 (Lat: 40.341997, Lng: -75.603800), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 1995, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 35 (year 2034), Features Intersected: TRIBUTARY MIDDLE CREEK, Facility Carried by Structure: SCHLEGEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 43.0m (141.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2016, Critical Feature Inspection Date: June 2017, Other Special Inspection Date: June 2017, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $50,000, Total Project Cost: $217,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 28087, Location: 350FT NE OF SR73 2915-F10 (Lat: 40.317100, Lng: -75.587197), Route carried "on" structure: City street , Year Built: 1924, Year Reconstructed: 1998, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 200 (year 1991), Average Future Daily Traffic: 300 (year 1993), Features Intersected: SWAMP CREEK, Facility Carried by Structure: MIDDLE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 58.0m (190.3ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 28087, Location: 350FT NE OF SR73 2915-F10 (Lat: 40.317100, Lng: -75.587197), Route carried "on" structure: City street , Year Built: 1924, Year Reconstructed: 1998, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 200 (year 1991), Average Future Daily Traffic: 300 (year 1993), Features Intersected: SWAMP CREEK, Facility Carried by Structure: MIDDLE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 58.0m (190.3ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 28088, Location: 0.5MI NE OF SR 73 2915-G9 (Lat: 40.322800, Lng: -75.582200), Route carried "on" structure: City street , Year Built: 1931, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 200 (year 1991), Average Future Daily Traffic: 300 (year 1996), Features Intersected: MIDDLE CREEK, Facility Carried by Structure: MIDDLE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 58.0m (190.3ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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, Length Of Structure Improvement: 0.22m (0.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2017, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $94,000, Total Project Cost: $160,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28088, Location: 0.5MI NE OF SR 73 2915-G9 (Lat: 40.322800, Lng: -75.582200), Route carried "on" structure: City street , Year Built: 1931, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 200 (year 1991), Average Future Daily Traffic: 300 (year 1996), Features Intersected: MIDDLE CREEK, Facility Carried by Structure: MIDDLE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 58.0m (190.3ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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, Length Of Structure Improvement: 0.22m (0.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2017, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $94,000, Total Project Cost: $160,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2809, Location: 0.4MI NE OF SR73 2916-E10 (Lat: 40.315197, Lng: -75.535300), Route carried "on" structure: City street , Year Built: 1933, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 200 (year 1991), Average Future Daily Traffic: 350 (year 1995), Features Intersected: SCIOTO CREEK, Facility Carried by Structure: RENNINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), 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: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 71.7 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2809, Location: 0.4MI NE OF SR73 2916-E10 (Lat: 40.315197, Lng: -75.535300), Route carried "on" structure: City street , Year Built: 1933, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 200 (year 1991), Average Future Daily Traffic: 350 (year 1995), Features Intersected: SCIOTO CREEK, Facility Carried by Structure: RENNINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), 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: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 71.7 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28091, Location: 0.4MI NE OF SR 73 3028-F1 (Lat: 40.310097, Lng: -75.530400), Route carried "on" structure: City street , Year Built: 1929, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 200 (year 1991), Average Future Daily Traffic: 350 (year 1995), Features Intersected: SCIOTO CREEK, Facility Carried by Structure: TOWNSHIP LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 58.0m (190.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 4.9 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017
Structure Number: 28091, Location: 0.4MI NE OF SR 73 3028-F1 (Lat: 40.310097, Lng: -75.530400), Route carried "on" structure: City street , Year Built: 1929, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 200 (year 1991), Average Future Daily Traffic: 350 (year 1995), Features Intersected: SCIOTO CREEK, Facility Carried by Structure: TOWNSHIP LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 58.0m (190.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 4.9 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017
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Structure Number: 4708, Location: 1.9 Mi E PA-100 2915-E9 (Lat: 40.319697, Lng: -75.597397), Route carried "on" structure: Other road , Year Built: 2011, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 400 (year 2010), Average Future Daily Traffic: 501 (year 2032), Design Load: HL 93, Features Intersected: Swamp Creek, Facility Carried by Structure: Smith Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 4.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4708, Location: 1.9 Mi E PA-100 2915-E9 (Lat: 40.319697, Lng: -75.597397), Route carried "on" structure: Other road , Year Built: 2011, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 400 (year 2010), Average Future Daily Traffic: 501 (year 2032), Design Load: HL 93, Features Intersected: Swamp Creek, Facility Carried by Structure: Smith Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 4.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
