Bridge Statistics for Great Valley, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>

Structure Number: 104147,  Location: 1.1 MI N JCT RTS 219 + 17 (Lat: 42.173692,  Lng: -78.690425),  Route carried "on" structure: US 219,  Year Built: 1960,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 6,043 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,356 (year 2027),  Design Load: HS 20,  Features Intersected: GREAT VALLEY CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.144,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.9m (81.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $1,190,000,  Roadway Improvement Cost: $708,000,  Total Project Cost: $1,898,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 104148,  Location: 3.4 KM N JCT US219 & SH17 (Lat: 42.185300,  Lng: -78.681100),  Route carried "on" structure: US 219,  Year Built: 1998,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 6,043 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,356 (year 2027),  Design Load: HS 25,  Features Intersected: GREAT VALLEY CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.144,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.9m (167.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $1,190,000,  Roadway Improvement Cost: $708,000,  Total Project Cost: $1,898,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 10415,  Location: 3.2 MI N JCT US219 & SH17 (Lat: 42.193631,  Lng: -78.664089),  Route carried "on" structure: US 219,  Year Built: 1997,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 6,043 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,411 (year 2027),  Design Load: HS 25,  Features Intersected: GREAT VALLEY CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.630,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.63m (15.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $1,190,000,  Roadway Improvement Cost: $708,000,  Total Project Cost: $1,898,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 104151,  Location: 1.4 MI S JCT RTS 219 + 98 (Lat: 42.197817,  Lng: -78.651044),  Route carried "on" structure: US 219,  Year Built: 1994,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 6,043 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,411 (year 2027),  Design Load: HS 25,  Features Intersected: WRIGHTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.986,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $992,000,  Roadway Improvement Cost: $590,000,  Total Project Cost: $1,582,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 104152,  Location: JCT OF RTS 219 AND 98 (Lat: 42.214744,  Lng: -78.636575),  Route carried "on" structure: US 219,  Year Built: 1992,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 5,331 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,420 (year 2027),  Design Load: HS 20,  Features Intersected: GREAT VALLEY CRK.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.147,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $992,000,  Roadway Improvement Cost: $590,000,  Total Project Cost: $1,582,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 225856,  Location: 3.0 MI SW OF GREAT VALLEY (Lat: 42.196892,  Lng: -78.688764),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 207 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 258 (year 2020),  Features Intersected: TRIB GREAT VALLEY,  Facility Carried by Structure: HUNGRY HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $132,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $211,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 332169,  Location: 1.6 MI SE OF ELLICOTTVLLE (Lat: 42.254586,  Lng: -78.640358),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 1,368 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,705 (year 2023),  Design Load: HS 25,  Features Intersected: SOMERVLLE VAL CRK,  Facility Carried by Structure: COUNTY ROAD 71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $123,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $196,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 33217,  Location: IN SUGARTOWN (Lat: 42.238369,  Lng: -78.594719),  Route carried "on" structure: County highway ,  Year Built: 1970,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 374 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 466 (year 2020),  Design Load: HS 20,  Features Intersected: FORKS CREEK,  Facility Carried by Structure: COUNTY ROAD 71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.89m (9.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $123,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $196,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 332171,  Location: 1.9 MI SE OF GREAT VALLEY (Lat: 42.201564,  Lng: -78.606086),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 5.07m (16.63ft),  Average Daily Traffic: 1,426 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,783 (year 2026),  Design Load: HS 25,  Features Intersected: WRIGHTS CREEK,  Facility Carried by Structure: COUNTY ROAD 18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.9m (160.4ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 5.07m (16.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $123,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $196,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 332172,  Location: 1.3 MI SE OF GREAT VALLEY (Lat: 42.201253,  Lng: -78.620225),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 2.84m (9.32ft),  Average Daily Traffic: 1,426 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,783 (year 2026),  Design Load: HS 25,  Features Intersected: WRIGHT'S CREEK,  Facility Carried by Structure: COUNTY ROAD 18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $123,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $196,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 332173,  Location: 0.8 MI N OF GREAT VALLEY (Lat: 42.226450,  Lng: -78.631094),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 813 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,013 (year 2018),  Design Load: HS 20,  Features Intersected: FORKS CREEK,  Facility Carried by Structure: MARTIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $240,000,  Roadway Improvement Cost: $143,000,  Total Project Cost: $383,000 ( Estimate for 2007),  Deck Structure Type: Open Grating

Find on map >>

Structure Number: 332174,  Location: 2.6M N.GREAT VALLEY (Lat: 42.249219,  Lng: -78.640356),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 393 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 490 (year 2025),  Design Load: HS 20,  Features Intersected: GREAT VALLEY CRK,  Facility Carried by Structure: BREWER CROSS ROAD
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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.89m (9.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $532,000,  Roadway Improvement Cost: $316,000,  Total Project Cost: $848,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 601227,  Location: 2.7 MI E JCT RTS 17 & 353 (Lat: 42.159081,  Lng: -78.683331),  Route carried "on" structure: US 219,  Year Built: 1994,  Status: Open,  Structure Length: 4.93m (16.17ft),  Average Daily Traffic: 5,000 (year 1991),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,637 (year 2011),  Design Load: HS 25,  Features Intersected: GREAT VALLEY CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.479,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.1m (157.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.93m (16.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $5,494,000,  Roadway Improvement Cost: $3,187,000,  Total Project Cost: $8,681,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 704149,  Location: 3.0 MI N JCT RTS 219 + 17 (Lat: 42.193653,  Lng: -78.666789),  Route carried "under" structure: US 219,  Year Built: 1936,  Structure Length: 2.25m (7.38ft),  Average Daily Traffic: 6,043 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 219,  Facility Carried by Structure: BUFF & PITTSBURGH
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 3.379,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.9m (71.9ft)