 |
 |
Bridge Statistics for Auburn, Maine (ME) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Auburn, ME, Maine, Maine forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 44 Total length: 331 meters (1,086ft) Total costs: $10,826,000 Total average daily traffic: 361,217 Total average daily truck traffic: 23,617 National Bridge Inventory (NBI) Registered Bridges for Auburn
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 57, Location: .1 MI W TOWNLINE (Lat: 44.091944, Lng: -70.226111), Route carried "on" structure: State highway 136, Year Built: 1975, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 18,510 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 25,914 (year 2027), Design Load: H 15, Features Intersected: PEDESTRIAN WALKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.272, Lanes on structure: 3, Base Highway Network: Yes, Owner: Railroad, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 22.4m (73.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $12,000, Total Project Cost: $180,000 ( Estimate for 2004), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7, Location: 300 FT E RT 4 (Lat: 44.144722, Lng: -70.225833), Route carried "on" structure: City street , Year Built: 1925, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 292 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 438 (year 2027), Features Intersected: BOBBIN MILL BROOK, Facility Carried by Structure: MARTIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Inventory Rating: 89.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $8,000, Total Project Cost: $116,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 72, Location: 0.4 MI W'LY OF HOTEL RD (Lat: 44.127778, Lng: -70.276944), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 4,159 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 5,823 (year 2027), Design Load: HS 25, Features Intersected: LAPHAM BROOK, Facility Carried by Structure: YOUNGS CORNER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Preformed Fabric Find on map >>
Structure Number: 74, Location: 0.3MI E OLD DANVILLE RD (Lat: 44.013333, Lng: -70.266944), Route carried "on" structure: City street , Year Built: 1940, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 302 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 453 (year 2027), Features Intersected: ROYAL RIVER, Facility Carried by Structure: BROWNS CROSSING RO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Fair, Superstructure: Serious, Substructure: Serious, Channel: Serious, Operating Rating: 32.7 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $833,000, Roadway Improvement Cost: $83,000, Total Project Cost: $1,250,000 ( Estimate for 2004), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 76, Location: 100FT SE RT 202 (Lat: 44.042778, Lng: -70.261944), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 1983, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,802 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 2,703 (year 2027), Features Intersected: MCRR, Facility Carried by Structure: DANVILLE CR RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 44.1 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $757,000, Roadway Improvement Cost: $76,000, Total Project Cost: $1,136,000 ( Estimate for 2004), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Preformed Fabric Find on map >>
Structure Number: 77, Location: 1.8 MI N RT 5 202 /100/4 (Lat: 44.015000, Lng: -70.271944), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 312 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 468 (year 2027), Features Intersected: ROYAL RIVER, Facility Carried by Structure: OLD DANVILLE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 44.1 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 79, Location: 740 (Lat: 44.121667, Lng: -70.288333), Route carried "on" structure: State highway 122, Year Built: 1955, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 2,727 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 3,818 (year 2027), Design Load: H 20, Features Intersected: MTPK, Facility Carried by Structure: POLAND SPRING ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 35.9 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 corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.94m (32.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $404,000, Roadway Improvement Cost: $40,000, Total Project Cost: $606,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8, Location: 74.5 MILE POINT (Lat: 44.121667, Lng: -70.283333), Route carried "on" structure: Interstate 95, Year Built: 1955, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 10,130 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 14,182 (year 2027), Design Load: HS 20, Features Intersected: ST. LAWRENCE-ATLANTIC RR, Facility Carried by Structure: MTPK(NB) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 118.399, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Meets minimum limits, Underclear: Equal to present desirable 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, Membrane: Preformed Fabric Find on map >>
Structure Number: 81, Location: 75.3 MILE POINT (Lat: 44.111667, Lng: -70.271667), Route carried "on" structure: Interstate 95, Year Built: 1955, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 5,720 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 8,008 (year 2027), Design Load: HS 20, Features Intersected: AUBURN INTERCHANGE ROAD, Facility Carried by Structure: MTPK NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.719, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 34.4m (112.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $21,000, Total Project Cost: $318,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 82, Location: 75.60 MILE POINT (Lat: 44.108333, Lng: -70.263333), Route carried "on" structure: Interstate 95, Year Built: 1955, Status: Open, Structure Length: 19.51m (64.01ft), Average Daily Traffic: 9,500 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 13,300 (year 2027), Design Load: HS 20, Features Intersected: WASHINGTON ST & MCRR, Facility Carried by Structure: MTPK(NB) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.041, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: 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: 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 Find on map >>
Structure Number: 83, Location: 75.80 MILE POINT (Lat: 44.100000, Lng: -70.253333), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 1,802 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 2,703 (year 2027), Design Load: H 15, Features Intersected: MTPK, Facility Carried by Structure: DANVILLE CORNER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.3 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.31m (20.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $254,000, Roadway Improvement Cost: $25,000, Total Project Cost: $381,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 84, Location: 76.9 MILE POINT (Lat: 44.093333, Lng: -70.240000), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 341 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 512 (year 2027), Design Load: H 15, Features Intersected: MTPK, Facility Carried by Structure: HACKETT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 61.3m (201.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.3 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.13m (20.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $11,000, Total Project Cost: $159,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 85, Location: 77.6 MILE POINT (Lat: 44.083333, Lng: -70.225000), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 1,909 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 2,864 (year 2027), Design Load: H 20, Features Intersected: MTPK, Facility Carried by Structure: SOUTH MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 45.7 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.95m (22.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $2,283,000, Roadway Improvement Cost: $228,000, Total Project Cost: $3,424,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 86, Location: 076.29 MILE POINT (Lat: 44.078333, Lng: -70.208333), Route carried "on" structure: Interstate 95, Year Built: 1955, Status: Open, Structure Length: 25.79m (84.61ft), Average Daily Traffic: 9,500 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 13,300 , Design Load: HS 20, Features Intersected: ANDROSCOGGIN RIVER, Facility Carried by Structure: MTPK(NB) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.239, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 46.0m (150.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2004, Underwater Inspection Date: April 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 1275, Location: 07198 (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 7,363 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 10,308 , Design Load: HS 25, Features Intersected: ME.TPKE NB. & SB., Facility Carried by Structure: INDUSTRIAL SPUR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), 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: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: 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 2004, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1492, Location: 74.51 MILE POINT (Lat: 44.121667, Lng: -70.283333), Route carried "on" structure: Interstate 95, Year Built: 1955, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 10,830 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 15,162 (year 2027), Design Load: HS 20, Features Intersected: ST. LAWRENCE-ATLANTIC RR, Facility Carried by Structure: MTPK(SB) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 366.673, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Meets minimum limits, Underclear: Equal to present desirable 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 Find on map >>
Structure Number: 1493, Location: 75.61 MILE POINT (Lat: 44.108333, Lng: -70.263333), Route carried "on" structure: Interstate 95, Year Built: 1955, Status: Open, Structure Length: 19.51m (64.01ft), Average Daily Traffic: 10,050 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 14,070 (year 2027), Design Load: HS 20, Features Intersected: WASHINGTON ST & MCRR, Facility Carried by Structure: MTPK (SB) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 365.176, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.5 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: 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 Find on map >>
Structure Number: 2625, Location: 2.3 MI S 11,121 (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: State highway 202, Year Built: 1931, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 9,828 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 13,759 (year 2027), Design Load: HS 20, Features Intersected: LITTLE ANDROSCOGGIN RIVE, Facility Carried by Structure: OAKDALE(RT 100,4,2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.059, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 5.27m (17.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,817,000, Roadway Improvement Cost: $182,000, Total Project Cost: $2,726,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 2648, Location: 1 MI W #4 (Lat: 44.083333, Lng: -70.250000), Route carried "on" structure: State highway 11, Year Built: 1930, Year Reconstructed: 1957, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 11,844 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 16,582 (year 2027), Design Load: H 20, Features Intersected: TAYLOR BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 143.714, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 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: 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2875, Location: 3.3 MI NO US 202 (Lat: 44.146667, Lng: -70.228333), Route carried "on" structure: State highway 4, Year Built: 1953, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 19,373 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 27,122 (year 2027), Design Load: H 20, Features Intersected: LAKE AUBURN OUTLET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 126.462, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3076, Location: LEWISTON-AUBURN TL (Lat: 44.098333, Lng: -70.221667), Route carried "on" structure: State highway 202, Year Built: 1983, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 28,370 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 39,718 (year 2027), Design Load: H 20, Features Intersected: ANDROSCOGGIN RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.514, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.9m (78.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2007, Underwater Inspection Date: October 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 3225, Location: 1.3 MI N RTE 11&121 (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,490 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 6,286 (year 2027), Features Intersected: TAYLOR BRK, Facility Carried by Structure: HOTEL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.610, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Good, Culverts: Fair, 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: 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: December 2006 Find on map >>
Structure Number: 333, Location: TOWNLINE (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: State highway , Year Built: 1936, Year Reconstructed: 1996, Status: Open, Structure Length: 22.04m (72.31ft), Average Daily Traffic: 15,450 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 21,630 (year 2027), Design Load: H 20, Features Intersected: ANDROSCOGGIN RIVER, Facility Carried by Structure: CEDAR ST Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 71.6m (234.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.5 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 3338, Location: 1.5 MI S 11-121 (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: County highway , Year Built: 1937, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 8,485 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 11,879 (year 2027), Design Load: H 15, Features Intersected: LITTLE ANDROSCOGGIN RV, Facility Carried by Structure: HOTEL RD Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 4.168, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), 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: 7.0m (23.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 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: 3.51m (11.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $212,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 3339, Location: 1.5 MI N RT 4 (Lat: 44.120833, Lng: -70.214167), Route carried "on" structure: City street , Year Built: 1936, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 516 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 774 (year 2027), Features Intersected: BOBBIN MILL BROOK, Facility Carried by Structure: NORTH RIVER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.396, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3895, Location: 0.4 MI S'LY RTE 202 & 4 (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: State highway 136, Year Built: 1948, Year Reconstructed: 1991, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 18,038 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 25,253 (year 2027), Design Load: H 20, Features Intersected: LITTLE ANDROSCOGGIN RI Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.789, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Fair, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2006, Critical Feature Inspection Date: Febuary 2005, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 5454, Location: 2.6 MI W OF JCT 4 (Lat: 44.175417, Lng: -70.274517), Route carried "on" structure: County highway , Year Built: 1952, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 935 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 1,403 (year 2027), Features Intersected: INLET TO LAKE, Facility Carried by Structure: LAKE SHORE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 1.2m (3.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.6 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: May 2006, Underwater Inspection Date: November 2003, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5786, Location: 2.3 MI SO 11-121 (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: State highway 202, Year Built: 1958, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 8,445 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 11,823 (year 2027), Design Load: H 20, Features Intersected: LITTLE ANDROSCOGGIN RV, Facility Carried by Structure: WASHINGTON ST RT 4 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.987, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.8 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: 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 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2006, Underwater Inspection Date: June 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 5863, Location: .1 MI NE JCT LAKE SHORE D (Lat: 44.175833, Lng: -70.274767), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,159 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 1,739 (year 2027), Design Load: H 20, Features Intersected: WILSON STREAM, Facility Carried by Structure: N AUBURN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.157, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.7 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: 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 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5952, Location: 1 MI NO TOWNLINE (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: State highway 202, Year Built: 1961, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 11,620 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 16,268 (year 2027), Design Load: HS 20, Features Intersected: CNR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.325, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), 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: 10.7m (35.1ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.21m (13.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $21,000, Total Project Cost: $318,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 626, Location: .5 MI W US 202 (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: State highway , Year Built: 1973, Status: Open, Structure Length: 15.39m (50.49ft), Average Daily Traffic: 16,120 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 22,568 (year 2027), Design Load: HS 20+Mod, Features Intersected: W CHAN ANDRO R & RIVER R, Facility Carried by Structure: VIETNAM VET WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 61.0m (200.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.7m (77.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior 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: January 2007, Underwater Inspection Date: September 2002, Other Special Inspection Date: December 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 6385, Location: At intersection of Rout 4 (Lat: 44.120556, Lng: -70.225000), Route carried "on" structure: _, Year Built: 2001, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 5,250 (year 2006), Design Load: HS 25, Features Intersected: Center Street, Facility Carried by Structure: Mt. Auburn Ave. Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 46, Location: E OF RTE4 OVER TURNER ST (Lat: 44.100278, Lng: -70.227222), Route carried "under" structure: State highway , Year Built: 1912, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 11,941 (year 2007), Truck Traffic: 5%, Features Intersected: TURNER STREET, Facility Carried by Structure: MAINE CENTRAL RAIL Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.037, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 79, Location: 740 (Lat: 44.121667, Lng: -70.288333), Route carried "under" structure: Interstate 95, Year Built: 1955, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 10,130 (year 2007), Truck Traffic: 10%, Features Intersected: MTPK, Facility Carried by Structure: POLAND SPRING ROAD Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 116.951, Lanes on structure: 2, Lanes under structure: 4, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 81, Location: 75.3 MILE POINT (Lat: 44.111667, Lng: -70.271667), Route carried "under" structure: Interstate 95, Year Built: 1955, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 5,720 (year 2007), Truck Traffic: 10%, Features Intersected: AUBURN INTERCHANGE ROAD, Facility Carried by Structure: MTPK NB Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 119.719, Lanes on structure: 5, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft) Find on map >>
Structure Number: 82, Location: 75.60 MILE POINT (Lat: 44.108333, Lng: -70.263333), Route carried "under" structure: State highway 202, Year Built: 1955, Structure Length: 19.51m (64.01ft), Average Daily Traffic: 10,432 (year 2007), Truck Traffic: 5%, Features Intersected: WASHINGTON ST & MCRR, Facility Carried by Structure: MTPK(NB) Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 109.757, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 83, Location: 75.80 MILE POINT (Lat: 44.100000, Lng: -70.253333), Route carried "under" structure: Interstate 95, Year Built: 1955, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 9,500 (year 2007), Truck Traffic: 10%, Features Intersected: MTPK, Facility Carried by Structure: DANVILLE CORNER RD Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 120.572, Lanes on structure: 2, Lanes under structure: 4, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft) Find on map >>
Structure Number: 84, Location: 76.9 MILE POINT (Lat: 44.093333, Lng: -70.240000), Route carried "under" structure: Interstate 95, Year Built: 1955, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 9,500 (year 2007), Truck Traffic: 10%, Features Intersected: MTPK, Facility Carried by Structure: HACKETT ROAD Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 121.763, Lanes on structure: 2, Lanes under structure: 4, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 61.3m (201.1ft) Find on map >>
Structure Number: 85, Location: 77.6 MILE POINT (Lat: 44.083333, Lng: -70.225000), Route carried "under" structure: Interstate 95, Year Built: 1955, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 9,500 (year 2007), Truck Traffic: 10%, Features Intersected: MTPK, Facility Carried by Structure: SOUTH MAIN STREET Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 123.308, Lanes on structure: 2, Lanes under structure: 4, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft) Find on map >>
Structure Number: 86, Location: 076.29 MILE POINT (Lat: 44.078333, Lng: -70.208333), Route carried "under" structure: County highway 136, Year Built: 1955, Structure Length: 25.79m (84.61ft), Average Daily Traffic: 4,812 (year 2007), Truck Traffic: 5%, Features Intersected: ANDROSCOGGIN RIVER, Facility Carried by Structure: MTPK(NB) Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 26.393, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.0m (150.9ft) Find on map >>
Structure Number: 1275, Location: 07198 (Lat: 64.166667, Lng: -21.950000), Route carried "under" structure: Interstate 95, Year Built: 1987, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 10,130 (year 2007), Truck Traffic: 10%, Features Intersected: ME.TPKE NB. & SB., Facility Carried by Structure: INDUSTRIAL SPUR Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 119.252, Lanes on structure: 2, Lanes under structure: 4, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft) Find on map >>
Structure Number: 1493, Location: 75.61 MILE POINT (Lat: 44.108333, Lng: -70.263333), Route carried "under" structure: State highway 202, Year Built: 1955, Structure Length: 19.51m (64.01ft), Average Daily Traffic: 10,432 (year 2007), Truck Traffic: 5%, Features Intersected: WASHINGTON ST & MCRR, Facility Carried by Structure: MTPK (SB) Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 109.806, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 626, Location: .5 MI W US 202 (Lat: 64.166667, Lng: -21.950000), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 15.39m (50.49ft), Average Daily Traffic: 195 (year 2007), Truck Traffic: 5%, Features Intersected: W CHAN ANDRO R & RIVER R, Facility Carried by Structure: VIETNAM VET WB Minimum Vertical Clearance: 10.06m (33.01ft), Kilometerpoint: 4.345, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 61.0m (200.1ft) Find on map >>
Structure Number: 6385, Location: At intersection of Rout 4 (Lat: 44.120556, Lng: -70.225000), Route carried "under" structure: State highway 4, Year Built: 2001, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 13,753 (year 2007), Truck Traffic: 5%, Features Intersected: Center Street, Facility Carried by Structure: Mt. Auburn Ave. Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft) Discuss this city on our hugely popular Maine forum Back to: Auburn, ME, Maine, All US cities.
|
 |
