Bridge Statistics for York, Maine (ME) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1246,  Location: 0.5 MI N BEECH RIDGE RD (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,240 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,860 (year 2027),  Design Load: HS 25,  Features Intersected: YORK RIVER,  Facility Carried by Structure: BIRCH HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.339,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 57.1 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Bridge Improvement Cost: $613,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $920,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Preformed Fabric

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Structure Number: 1308,  Location: 5.21 MILE POINT (Lat: 43.143333,  Lng: -70.703333),  Route carried "on" structure: Interstate 95,  Year Built: 1947,  Status: Open,  Structure Length: 18.14m (59.51ft),  Average Daily Traffic: 28,300 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 39,620 (year 2027),  Design Load: HS 20,  Features Intersected: YORK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 478.361,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.4m (11.2ft), Horizontal Clearance: 12.2m (40.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Underwater Inspection Date: May 2004,  Other Special Inspection Date: May 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1312,  Location: 10.6 MILE POINT (Lat: 43.203333,  Lng: -70.643333),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 1,330 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,995 (year 2027),  Design Load: HS 20,  Features Intersected: MTPK,  Facility Carried by Structure: MOUNTAIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.196,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1314,  Location: 11.9 MILE POINT (Lat: 43.225000,  Lng: -70.635000),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 1,070 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,605 (year 2027),  Design Load: HS 20,  Features Intersected: MTPK,  Facility Carried by Structure: CLAY HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.173,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2393,  Location: 1.8 MI NE JCT ROUTbbE 103 (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: Alternate State highway 1,  Year Built: 2000,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 4,720 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,608 (year 2027),  Design Load: HS 25,  Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.854,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 57.1 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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2715,  Location: .8 MI N TOWNLINE (Lat: 43.141389,  Lng: -70.692500),  Route carried "on" structure: State highway 1,  Year Built: 2004,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 10,130 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,182 (year 2027),  Design Load: HS 25,  Features Intersected: YORK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.787,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 57.1 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.85m (32.32ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: March 2008,  Underwater Inspection Date: May 2004,  Bridge Improvement Cost: $3,089,000,  Roadway Improvement Cost: $309,000,  Total Project Cost: $4,634,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Preformed Fabric

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Structure Number: 275,  Location: 0.25 MI S RTE 91 (Lat: 43.160100,  Lng: -70.709333),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 1,270 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,905 (year 2027),  Design Load: HS 25,  Features Intersected: YORK RIVER,  Facility Carried by Structure: SCOTLAND BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.412,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2006,  Underwater Inspection Date: June 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3096,  Location: 1 MI N JCT 103 (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: County highway ,  Year Built: 1934,  Status: Posted for load,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 2,230 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,122 (year 2027),  Design Load: H 15,  Features Intersected: YORK RIVER,  Facility Carried by Structure: ORGANUG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Navigation Control: Yes ( Vertical Clearance: 0.9m (3.0ft), Horizontal Clearance: 8.8m (28.9ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 13,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 14.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 8.02m (26.31ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2007,  Underwater Inspection Date: July 2002,  Bridge Improvement Cost: $2,580,000,  Roadway Improvement Cost: $258,000,  Total Project Cost: $3,870,000 ( Estimate for 2004),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3202,  Location: 0.2 MI S US 1A (Lat: 43.135278,  Lng: -70.647778),  Route carried "on" structure: State highway 103,  Year Built: 1957,  Status: Open,  Structure Length: 14.94m (49.02ft),  Average Daily Traffic: 2,610 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,654 (year 2027),  Design Load: H 20,  Features Intersected: YORK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 15.2m (49.9ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 14.94m (49.02ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2008,  Underwater Inspection Date: June 2004,  Bridge Improvement Cost: $476,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $714,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35,  Location: 0.5 MI W JCT US 1 (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: County highway ,  Year Built: 1937,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 2,240 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,136 (year 2027),  Design Load: H 20,  Features Intersected: DOLLY GORDON BROOK,  Facility Carried by Structure: BEECH RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  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: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $92,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $138,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3592,  Location: 0.3 MI NE OF JCT US1A (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: County highway ,  Year Built: 1939,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 640 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 960 (year 2027),  Design Load: H 20,  Features Intersected: CAPE NEDDICK RIVER,  Facility Carried by Structure: CLARKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.789,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $71,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $106,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5176,  Location: 0.3 MI NE JCT US1A (Lat: 43.188889,  Lng: -70.605278),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 1,850 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,775 (year 2027),  Design Load: HS 25,  Features Intersected: CAPE NEDDICK RIVER,  Facility Carried by Structure: SHORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Navigation Control: Yes ( Vertical Clearance: 3.6m (11.8ft), Horizontal Clearance: 13.7m (44.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.1m (49.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  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: 3.99m (13.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Bridge Improvement Cost: $130,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $195,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5848,  Location: 0.5 MI S JCT US 1A (Lat: 43.127500,  Lng: -70.651111),  Route carried "on" structure: State highway 103,  Year Built: 1957,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 2,080 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,912 (year 2027),  Design Load: H 20,  Features Intersected: TIDAL ESTUARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $107,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $160,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5849,  Location: 0.9 MI S JCT US 1A (Lat: 43.127500,  Lng: -70.651111),  Route carried "on" structure: State highway 103,  Year Built: 1957,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 2,080 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,912 (year 2027),  Design Load: H 20,  Features Intersected: TIDAL ESTUARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.320,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Bridge Improvement Cost: $97,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $146,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6226,  Location: 4.8 MILE POINT (Lat: 43.140000,  Lng: -70.698333),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 2,430 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,402 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-95,  Facility Carried by Structure: BEECH RIDGE - SA 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.124,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6227,  Location: 5.2 MILE POINT (Lat: 43.143333,  Lng: -70.703333),  Route carried "on" structure: Interstate 95,  Year Built: 1947,  Status: Open,  Structure Length: 18.14m (59.51ft),  Average Daily Traffic: 28,360 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 39,704 (year 2027),  Design Load: HS 20,  Features Intersected: YORK RIVER (NB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.031,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.4m (11.2ft), Horizontal Clearance: 12.2m (40.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  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 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Underwater Inspection Date: May 2004,  Other Special Inspection Date: May 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6228,  Location: 6.2 MILE POINT (Lat: 43.151667,  Lng: -70.678333),  Route carried "on" structure: County highway 91,  Year Built: 1978,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 5,280 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,392 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6254,  Location: 6.8 MILE POINT (Lat: 43.160000,  Lng: -70.665000),  Route carried "on" structure: State highway ,  Year Built: 1971,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 11,680 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,352 (year 2027),  Design Load: HS 20,  Features Intersected: 95 (91),  Facility Carried by Structure: YORK/OGUNQUIT INTR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  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: 27.6m (90.6ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1312,  Location: 10.6 MILE POINT (Lat: 43.203333,  Lng: -70.643333),  Route carried "under" structure: Interstate 95,  Year Built: 1973,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 22,770 (year 2007),  Truck Traffic: 11%,  Features Intersected: MTPK,  Facility Carried by Structure: MOUNTAIN ROAD
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 1.619,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 1314,  Location: 11.9 MILE POINT (Lat: 43.225000,  Lng: -70.635000),  Route carried "under" structure: Interstate 95,  Year Built: 1973,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 22,770 (year 2007),  Truck Traffic: 11%,  Features Intersected: MTPK,  Facility Carried by Structure: CLAY HILL RD
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 18.813,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 6226,  Location: 4.8 MILE POINT (Lat: 43.140000,  Lng: -70.698333),  Route carried "under" structure: Interstate 95,  Year Built: 1978,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 28,360 (year 2007),  Truck Traffic: 11%,  Features Intersected: I-95,  Facility Carried by Structure: BEECH RIDGE - SA 8
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 7.435,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 6228,  Location: 6.2 MILE POINT (Lat: 43.151667,  Lng: -70.678333),  Route carried "under" structure: Interstate 95,  Year Built: 1978,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 28,360 (year 2007),  Truck Traffic: 11%,  Features Intersected: I-95,  Facility Carried by Structure: CIDER HILL RD (91)
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 9.785,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 6254,  Location: 6.8 MILE POINT (Lat: 43.160000,  Lng: -70.665000),  Route carried "under" structure: Interstate 95,  Year Built: 1971,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 21,090 (year 2007),  Truck Traffic: 11%,  Features Intersected: 95 (91),  Facility Carried by Structure: YORK/OGUNQUIT INTR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 10.992,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)