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Bridge Statistics for Chambersburg, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 20Number of bridges
  • 57m187ftTotal length
  • $6,000Total costs
  • 153,842Total average daily traffic
  • 20,866Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Chambersburg
  • No street view available for this location

New bridges - Historical Statistics

  • 1Before 1900
  • 31900-1909
  • 11910-1919
  • 11920-1929
  • 41930-1939
  • 81960-1969
  • 11980-1989
  • 11990-1999

Reconstructed bridges - Historical Statistics

  • 11900-1909
  • 01910-1919
  • 01920-1929
  • 01930-1939
  • 01940-1949
  • 01950-1959
  • 01960-1969
  • 11970-1979
  • 11980-1989
  • 11990-1999
  • 12000-2009
  • 32010-2015

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 1729,  Location: 250'N.W.OF SR 0837 (Lat: 40.259056,  Lng: -79.916367),  Route carried "on" structure: State highway ,  Year Built: 1962,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,218 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,538 (year 2032),  Design Load: HS 20,  Features Intersected: LOBBS RUN,  Facility Carried by Structure: WALTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 48.9 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: 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: January 14
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Structure Number: 1774,  Location: INTER.W/ SR 0978 (Lat: 40.397694,  Lng: -80.185006),  Route carried "on" structure: State highway ,  Year Built: 1921,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 2,264 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,921 (year 2032),  Design Load: HS 20,  Features Intersected: N.BRANCH ROBINSON RUN,  Facility Carried by Structure: NOBLESTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.764,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 48.9 metric tons,  Inventory Rating: 32.6 metric tons,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14
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Structure Number: 17289,  Location: CHAMBERSBURG (Lat: 39.939889,  Lng: -77.660711),  Route carried "on" structure: US 11,  Year Built: 1907,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 7,428 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,008 (year 2032),  Features Intersected: FALLING SPRING RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.304,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 44.4 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14
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Structure Number: 1729,  Location: CHAMBERSBURG BORO (Lat: 39.939778,  Lng: -77.658672),  Route carried "on" structure: US 11,  Year Built: 1909,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 11,553 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,098 (year 2032),  Design Load: HS 25,  Features Intersected: FALLING SPRINGS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.666,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  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: 17325,  Location: CHAMBERSBURG BORO (Lat: 39.935556,  Lng: -77.665833),  Route carried "on" structure: US 30,  Year Built: 1930,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 11,081 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,410 (year 2032),  Design Load: HS 25,  Features Intersected: CONOCOCHEAGUE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.628,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 14.1m (46.3ft)

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: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  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: 17326,  Location: CHAMBERSBURG (Lat: 39.937750,  Lng: -77.663253),  Route carried "on" structure: US 30,  Year Built: 1904,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 9,470 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,758 (year 2032),  Design Load: HS 20,  Features Intersected: CONOCOCHEAGUE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.567,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 75.2 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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  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: 1738,  Location: 0.25 ML. S. WAYNE AVE. (Lat: 39.907750,  Lng: -77.652100),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 24,778 (year 2014),  Truck Traffic: 26%,  Average Future Daily Traffic: 32,683 (year 2032),  Design Load: HS 20,  Features Intersected: CSX; WESTERN MD. R.R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.720,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 17381,  Location: WAYNE AVE. CHAMBERSBURG (Lat: 39.908861,  Lng: -77.649042),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 23,700 (year 2014),  Truck Traffic: 23%,  Average Future Daily Traffic: 31,725 (year 2032),  Design Load: HS 20,  Features Intersected: PA 316; SR 0316
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.544,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.20m (17.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17382,  Location: WAYNE AVE. S.CHAMBERSBURG (Lat: 39.909111,  Lng: -77.649225),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 24,778 (year 2014),  Truck Traffic: 26%,  Average Future Daily Traffic: 32,683 (year 2032),  Design Load: HS 20,  Features Intersected: PA 316; SR 0316
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.544,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.20m (17.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17415,  Location: CHAMBERSBURG (Lat: 39.924194,  Lng: -77.660850),  Route carried "on" structure: State highway 316,  Year Built: 1934,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 5,723 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,073 (year 2032),  Features Intersected: Norfolk Southern RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.307,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Railroad,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17599,  Location: CHAMBERSBURG (Lat: 39.945917,  Lng: -77.660878),  Route carried "on" structure: State highway ,  Year Built: 1990,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 3,616 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,177 (year 2032),  Features Intersected: CONOCOCHEAGUE CREEK,  Facility Carried by Structure: SR 4010
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.313,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  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: 1774,  Location: 0.6 MI NE CHAMBERSBURG SQ (Lat: 39.939333,  Lng: -77.650069),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 6,000 (year 2009),  Average Future Daily Traffic: 8,400 (year 2029),  Design Load: HS 20,  Features Intersected: FALLING SPRING BRANCH,  Facility Carried by Structure: FIFTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.9m (12.8ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 48.9 metric tons,  Inventory Rating: 29.0 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17742,  Location: 300 FT W OF US 11 (Lat: 39.939222,  Lng: -77.661972),  Route carried "on" structure: Business City street ,  Year Built: 1918,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 3,535 (year 2010),  Average Future Daily Traffic: 3,560 (year 2030),  Features Intersected: FALLING SPRING CREEK,  Facility Carried by Structure: WEST KING STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 58.0 metric tons,  Inventory Rating: 34.4 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17743,  Location: 750 FT N OF US 30 (Lat: 39.939306,  Lng: -77.662917),  Route carried "on" structure: City street ,  Year Built: 1828,  Year Reconstructed: 1907,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 2,500 (year 2009),  Average Future Daily Traffic: 3,500 (year 2029),  Features Intersected: CONOCOCHEAGUE CREEK,  Facility Carried by Structure: WEST KING STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 40.8 metric tons,  Inventory Rating: 32.6 metric tons,  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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Underwater Inspection Date: May 10,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17744,  Location: 0.9 MI SW CHAMBERSBURG SQ (Lat: 39.927694,  Lng: -77.670333),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 1,000 (year 2009),  Average Future Daily Traffic: 1,400 (year 2029),  Design Load: HS 20,  Features Intersected: CONOCOCHEAGUE CREEK,  Facility Carried by Structure: SEWAGE PLANT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 99.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17745,  Location: 1000 FT SE OF US 11 (Lat: 39.940222,  Lng: -77.655333),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,750 (year 2010),  Average Future Daily Traffic: 4,750 (year 2030),  Features Intersected: FALLING SPRING CREEK,  Facility Carried by Structure: KENNEDY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 79.8 metric tons,  Inventory Rating: 48.0 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17381,  Location: WAYNE AVE. CHAMBERSBURG (Lat: 39.908861,  Lng: -77.649042),  Route carried "under" structure: State highway 316,  Year Built: 1963,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 2,862 (year 2014),  Truck Traffic: 3%,  Features Intersected: PA 316; SR 0316,  Facility Carried by Structure: I-81 NB; SR 0081
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 23.973,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 17381,  Location: WAYNE AVE. CHAMBERSBURG (Lat: 39.908861,  Lng: -77.649042),  Route carried "under" structure: State highway 316,  Year Built: 1963,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 2,862 (year 2014),  Truck Traffic: 3%,  Features Intersected: PA 316; SR 0316,  Facility Carried by Structure: I-81 NB; SR 0081
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 23.973,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 17382,  Location: WAYNE AVE. S.CHAMBERSBURG (Lat: 39.909111,  Lng: -77.649225),  Route carried "under" structure: State highway 316,  Year Built: 1963,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 2,862 (year 2014),  Truck Traffic: 3%,  Features Intersected: PA 316; SR 0316,  Facility Carried by Structure: I-81 SB; SR 0081
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 23.973,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 17382,  Location: WAYNE AVE. S.CHAMBERSBURG (Lat: 39.909111,  Lng: -77.649225),  Route carried "under" structure: State highway 316,  Year Built: 1963,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 2,862 (year 2014),  Truck Traffic: 3%,  Features Intersected: PA 316; SR 0316,  Facility Carried by Structure: I-81 SB; SR 0081
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 23.973,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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