Bridge Statistics for Messiah College, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 253ft / 76.7mTotal length
- $3,710,000Total costs
- 125,211Total average daily traffic
- 14,987Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Messiah College
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 21910-1919
- 11930-1939
- 21950-1959
- 21960-1969
- 31970-1979
- 11980-1989
- 62000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 7.1%Very good
- 64.3%Good
- 14.3%Satisfactory
- 7.1%Fair
- 7.1%Poor
- Bridge Condition - Superstructure
- 6.3%Excellent
- 25.0%Very good
- 25.0%Good
- 12.5%Satisfactory
- 18.8%Fair
- 6.3%Poor
- 6.3%Critical
- Bridge Condition - Substructure
- 6.3%Very good
- 37.5%Good
- 25.0%Satisfactory
- 18.8%Fair
- 6.3%Poor
- 6.3%Serious
- Bridge Condition - Channel
- 21.4%Good
- 28.6%Satisfactory
- 42.9%Fair
- 7.1%Poor
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Structure Number: 13602, Location: US 15 & PA 114 INTER. (Lat: 40.178106, Lng: -76.987339), Route carried "on" structure: US 15, Year Built: 1977, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 37,955 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 58,058 (year 2032), Design Load: HS 20, Features Intersected: PA 114; SR 0114
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.335, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 29.1m (95.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 63.5 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.50m (21.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $81,000, Total Project Cost: $372,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 13602, Location: US 15 & PA 114 INTER. (Lat: 40.178106, Lng: -76.987339), Route carried "on" structure: US 15, Year Built: 1977, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 37,955 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 58,058 (year 2032), Design Load: HS 20, Features Intersected: PA 114; SR 0114
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.335, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 29.1m (95.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 63.5 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.50m (21.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $81,000, Total Project Cost: $372,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 13875, Location: BOWMANSDALE (Lat: 40.164081, Lng: -76.976592), Route carried "on" structure: Spur State highway , Year Built: 1961, Year Reconstructed: 2010, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 6,144 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 7,925 (year 2032), Design Load: HS 20, Features Intersected: YELLOW BREECHES CREEK, Facility Carried by Structure: 2004 S. Market St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.258, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 55.3 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.90m (32.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $518,000, Total Project Cost: $2,375,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13875, Location: BOWMANSDALE (Lat: 40.164081, Lng: -76.976592), Route carried "on" structure: Spur State highway , Year Built: 1961, Year Reconstructed: 2010, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 6,144 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 7,925 (year 2032), Design Load: HS 20, Features Intersected: YELLOW BREECHES CREEK, Facility Carried by Structure: 2004 S. Market St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.258, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 55.3 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.90m (32.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $518,000, Total Project Cost: $2,375,000, 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: 14048, Location: YORK#249/.5S BOWMANSDALE (Lat: 40.158919, Lng: -76.976781), Route carried "on" structure: City street , Year Built: 1898, Status: Closed, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 145 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 193 (year 2039), Design Load: HS 20, Features Intersected: YELLOW BREECHES CREEK, Facility Carried by Structure: BISHOP ROAD T-612
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Aluminum, Iron, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Critical, Substructure: Serious, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2019, Critical Feature Inspection Date: October 2020, Bridge Improvement Cost: $67,000, Roadway Improvement Cost: $196,000, Total Project Cost: $899,000, Deck Structure Type: Open Grating
Structure Number: 14048, Location: YORK#249/.5S BOWMANSDALE (Lat: 40.158919, Lng: -76.976781), Route carried "on" structure: City street , Year Built: 1898, Status: Closed, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 145 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 193 (year 2039), Design Load: HS 20, Features Intersected: YELLOW BREECHES CREEK, Facility Carried by Structure: BISHOP ROAD T-612
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Aluminum, Iron, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Critical, Substructure: Serious, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2019, Critical Feature Inspection Date: October 2020, Bridge Improvement Cost: $67,000, Roadway Improvement Cost: $196,000, Total Project Cost: $899,000, Deck Structure Type: Open Grating
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Structure Number: 14049, Location: 1SW LISBURN=YK253/Y.B. (Lat: 40.164219, Lng: -76.938675), Route carried "on" structure: City street , Year Built: 1918, Status: Posted for load, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 74 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 99 (year 2041), Features Intersected: YELLOW BREECHES CREEK, Facility Carried by Structure: MCCORMICK RD T-626
Minimum Vertical Clearance: 6.71m (22.01ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2020
Structure Number: 14049, Location: 1SW LISBURN=YK253/Y.B. (Lat: 40.164219, Lng: -76.938675), Route carried "on" structure: City street , Year Built: 1918, Status: Posted for load, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 74 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 99 (year 2041), Features Intersected: YELLOW BREECHES CREEK, Facility Carried by Structure: MCCORMICK RD T-626
Minimum Vertical Clearance: 6.71m (22.01ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2020
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Structure Number: 14051, Location: MESSIAH ACCESS RD/N.S.RR (Lat: 40.160119, Lng: -76.988586), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,600 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,800 (year 2041), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN, Facility Carried by Structure: MESSIAH COLLEGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m
Condition: Culverts: Satisfactory, Operating Rating: 49.0 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 14051, Location: MESSIAH ACCESS RD/N.S.RR (Lat: 40.160119, Lng: -76.988586), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,600 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,800 (year 2041), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN, Facility Carried by Structure: MESSIAH COLLEGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m
Condition: Culverts: Satisfactory, Operating Rating: 49.0 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 37346, Location: 0.5 MI S OF GRANTHAM RD (Lat: 40.148597, Lng: -77.009239), Route carried "on" structure: US 15, Year Built: 1958, Year Reconstructed: 1988, Status: Open, Structure Length: 22.95m (75.30ft), Average Daily Traffic: 28,777 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 43,549 (year 2032), Design Load: HS 20, Features Intersected: YELLOW BREECHES;RR;T-880
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.023, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 7, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.30m (76.44ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 37346, Location: 0.5 MI S OF GRANTHAM RD (Lat: 40.148597, Lng: -77.009239), Route carried "on" structure: US 15, Year Built: 1958, Year Reconstructed: 1988, Status: Open, Structure Length: 22.95m (75.30ft), Average Daily Traffic: 28,777 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 43,549 (year 2032), Design Load: HS 20, Features Intersected: YELLOW BREECHES;RR;T-880
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.023, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 7, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.30m (76.44ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3799, Location: 1 MI.N. OF SIDDENSBURG (Lat: 40.160114, Lng: -76.963239), Route carried "on" structure: State highway , Year Built: 1962, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,297 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 1,439 (year 2032), Design Load: HS 20, Features Intersected: PIPPINS RUN, Facility Carried by Structure: SR 4022; TWP AHEAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.3 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3799, Location: 1 MI.N. OF SIDDENSBURG (Lat: 40.160114, Lng: -76.963239), Route carried "on" structure: State highway , Year Built: 1962, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,297 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 1,439 (year 2032), Design Load: HS 20, Features Intersected: PIPPINS RUN, Facility Carried by Structure: SR 4022; TWP AHEAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.3 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38174, Location: 1.3E N. GRANTHAM RD/STONY (Lat: 40.151083, Lng: -76.985625), Route carried "on" structure: City street , Year Built: 1917, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 407 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2032), Features Intersected: STONY RUN, Facility Carried by Structure: N. GRANTHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 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, 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: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $14,000, Total Project Cost: $64,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 38174, Location: 1.3E N. GRANTHAM RD/STONY (Lat: 40.151083, Lng: -76.985625), Route carried "on" structure: City street , Year Built: 1917, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 407 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2032), Features Intersected: STONY RUN, Facility Carried by Structure: N. GRANTHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 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, 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: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $14,000, Total Project Cost: $64,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38175, Location: 0.7 MI S OF SR 2004 (Lat: 40.153744, Lng: -76.995653), Route carried "on" structure: City street , Year Built: 1955, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 1,022 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2023), Design Load: HS 20, Features Intersected: YELLOW BREECHES CREEK, Facility Carried by Structure: NORTH GRANTHAM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.2m (53.1ft), 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: 6.5m (21.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 38175, Location: 0.7 MI S OF SR 2004 (Lat: 40.153744, Lng: -76.995653), Route carried "on" structure: City street , Year Built: 1955, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 1,022 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2023), Design Load: HS 20, Features Intersected: YELLOW BREECHES CREEK, Facility Carried by Structure: NORTH GRANTHAM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.2m (53.1ft), 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: 6.5m (21.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38176, Location: .1S ANDERSONTOWN/T.STN RN (Lat: 40.151944, Lng: -76.924242), Route carried "on" structure: ServiceCity street , Year Built: 2001, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 50 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 70 (year 2021), Design Load: HS 20, Features Intersected: TRIB STONY RUN, Facility Carried by Structure: S.WHARF RD (T919)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 38176, Location: .1S ANDERSONTOWN/T.STN RN (Lat: 40.151944, Lng: -76.924242), Route carried "on" structure: ServiceCity street , Year Built: 2001, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 50 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 70 (year 2021), Design Load: HS 20, Features Intersected: TRIB STONY RUN, Facility Carried by Structure: S.WHARF RD (T919)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 42233, Location: 1.0 MI. E. US 15 (Lat: 40.135539, Lng: -77.000225), Route carried "on" structure: State highway , Year Built: 2003, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 2,508 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,971 (year 2032), Design Load: HS 25 or greater, Features Intersected: FISHERS RUN, Facility Carried by Structure: SR 4028
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.743, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), 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: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 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: 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 desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 48 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: 42233, Location: 1.0 MI. E. US 15 (Lat: 40.135539, Lng: -77.000225), Route carried "on" structure: State highway , Year Built: 2003, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 2,508 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,971 (year 2032), Design Load: HS 25 or greater, Features Intersected: FISHERS RUN, Facility Carried by Structure: SR 4028
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.743, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), 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: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 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: 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 desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 48 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: 42641, Location: US 15 OVER LISBURN RD (Lat: 40.165806, Lng: -76.999097), Route carried "on" structure: US 15, Year Built: 2004, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 28,777 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 43,112 (year 2032), Design Load: HL 93, Features Intersected: S.R. 2004 LISBURN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.600, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 42641, Location: US 15 OVER LISBURN RD (Lat: 40.165806, Lng: -76.999097), Route carried "on" structure: US 15, Year Built: 2004, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 28,777 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 43,112 (year 2032), Design Load: HL 93, Features Intersected: S.R. 2004 LISBURN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.600, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 44918, Location: 0.8 mi S SW over Yell. Br (Lat: 40.153628, Lng: -76.981125), Route carried "on" structure: Bypass City street , Year Built: 2008, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 155 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 133 (year 2031), Design Load: HL 93, Features Intersected: Yellow Breeches Creek, Facility Carried by Structure: (T-892) Gilbert Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 44918, Location: 0.8 mi S SW over Yell. Br (Lat: 40.153628, Lng: -76.981125), Route carried "on" structure: Bypass City street , Year Built: 2008, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 155 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 133 (year 2031), Design Load: HL 93, Features Intersected: Yellow Breeches Creek, Facility Carried by Structure: (T-892) Gilbert Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 45286, Location: Upper Allen Township (Lat: 40.156300, Lng: -77.004497), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 100 (year 2039), Features Intersected: Trout Run, Facility Carried by Structure: T-100 Sand Dollar
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45286, Location: Upper Allen Township (Lat: 40.156300, Lng: -77.004497), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 100 (year 2039), Features Intersected: Trout Run, Facility Carried by Structure: T-100 Sand Dollar
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 52595, Location: 1 mi E. of Williams Grove (Lat: 40.148689, Lng: -77.010694), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,447 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 3,426 (year 2030), Design Load: HL 93, Features Intersected: Yellow Breeches Creek, Facility Carried by Structure: Old Gettysburg Pk
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52595, Location: 1 mi E. of Williams Grove (Lat: 40.148689, Lng: -77.010694), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,447 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 3,426 (year 2030), Design Load: HL 93, Features Intersected: Yellow Breeches Creek, Facility Carried by Structure: Old Gettysburg Pk
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 54077, Location: 1 MI NE OF ANDERSONTOWN (Lat: 40.162256, Lng: -76.921803), Route carried "on" structure: State highway , Year Built: 2018, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 152 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 314 (year 2032), Design Load: HL 93, Features Intersected: YELLOW BREECHES CREEK, Facility Carried by Structure: Andersontown Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.839, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 51.5 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: 40.2 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54077, Location: 1 MI NE OF ANDERSONTOWN (Lat: 40.162256, Lng: -76.921803), Route carried "on" structure: State highway , Year Built: 2018, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 152 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 314 (year 2032), Design Load: HL 93, Features Intersected: YELLOW BREECHES CREEK, Facility Carried by Structure: Andersontown Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.839, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 51.5 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: 40.2 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 57223, Location: 300 ft SW Chestnut Grove (Lat: 40.147472, Lng: -77.011944), Route carried "on" structure: City street , Year Built: 1938, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,716 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 2,988 (year 2049), Design Load: HS 20, Features Intersected: Trib Yellow Breeches CK, Facility Carried by Structure: T-883 Gettysburg P
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.7 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: Equal to present desirable criteria, 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
Structure Number: 57223, Location: 300 ft SW Chestnut Grove (Lat: 40.147472, Lng: -77.011944), Route carried "on" structure: City street , Year Built: 1938, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,716 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 2,988 (year 2049), Design Load: HS 20, Features Intersected: Trib Yellow Breeches CK, Facility Carried by Structure: T-883 Gettysburg P
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.7 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: Equal to present desirable criteria, 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
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Structure Number: 13602, Location: US 15 & PA 114 INTER. (Lat: 40.178106, Lng: -76.987339), Route carried "under" structure: State highway 114, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 3,248 (year 2020), Truck Traffic: 5%, Features Intersected: PA 114; SR 0114, Facility Carried by Structure: US 15; SR 0015
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 14.307, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 13602, Location: US 15 & PA 114 INTER. (Lat: 40.178106, Lng: -76.987339), Route carried "under" structure: State highway 114, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 3,248 (year 2020), Truck Traffic: 5%, Features Intersected: PA 114; SR 0114, Facility Carried by Structure: US 15; SR 0015
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 14.307, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
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Structure Number: 13602, Location: US 15 & PA 114 INTER. (Lat: 40.178106, Lng: -76.987339), Route carried "under" structure: State highway 114, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 3,248 (year 2020), Truck Traffic: 5%, Features Intersected: PA 114; SR 0114, Facility Carried by Structure: US 15; SR 0015
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 14.307, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 13602, Location: US 15 & PA 114 INTER. (Lat: 40.178106, Lng: -76.987339), Route carried "under" structure: State highway 114, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 3,248 (year 2020), Truck Traffic: 5%, Features Intersected: PA 114; SR 0114, Facility Carried by Structure: US 15; SR 0015
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 14.307, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
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Structure Number: 42641, Location: US 15 OVER LISBURN RD (Lat: 40.165806, Lng: -76.999097), Route carried "under" structure: State highway , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 3,389 (year 2021), Truck Traffic: 3%, Features Intersected: S.R. 2004 LISBURN RD., Facility Carried by Structure: US 15 SR 0015
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 10.985, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
Structure Number: 42641, Location: US 15 OVER LISBURN RD (Lat: 40.165806, Lng: -76.999097), Route carried "under" structure: State highway , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 3,389 (year 2021), Truck Traffic: 3%, Features Intersected: S.R. 2004 LISBURN RD., Facility Carried by Structure: US 15 SR 0015
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 10.985, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)