Bridge Statistics for Bangor, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 39ft / 12.1mTotal length
- $6,134,000Total costs
- 11,460Total average daily traffic
- 1,029Total average daily truck traffic
- 13,708Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Bangor
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11940-1949
- 21950-1959
- 31960-1969
- 11990-1999
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 21980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 10.0%Very good
- 40.0%Good
- 10.0%Satisfactory
- 20.0%Fair
- 20.0%Poor
- Bridge Condition - Superstructure
- 20.0%Very good
- 50.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Substructure
- 10.0%Excellent
- 50.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 33.3%Good
- 25.0%Satisfactory
- 33.3%Fair
- 8.3%Poor
- Bridge Condition - Culverts
- 50.0%Excellent
- 50.0%Poor
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Structure Number: 100919, Location: .2 MI E JCT SH 11B & CR10 (Lat: 44.804703, Lng: -74.432025), Route carried "on" structure: State highway 11B, Year Built: 1935, Year Reconstructed: 1991, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,054 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 3,185 (year 2040), Design Load: H 20, Features Intersected: LITT SALMON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.541, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $172,000, Total Project Cost: $465,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100919, Location: .2 MI E JCT SH 11B & CR10 (Lat: 44.804703, Lng: -74.432025), Route carried "on" structure: State highway 11B, Year Built: 1935, Year Reconstructed: 1991, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,054 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 3,185 (year 2040), Design Load: H 20, Features Intersected: LITT SALMON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.541, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $172,000, Total Project Cost: $465,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10092, Location: .5 MI E JCT SH 11B & CR13 (Lat: 44.813172, Lng: -74.392772), Route carried "on" structure: Alternate State highway 11B, Year Built: 1949, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,489 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 3,639 (year 2040), Design Load: H 20, Features Intersected: EB LIT SALMON RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.775, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $256,000, Total Project Cost: $692,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 10092, Location: .5 MI E JCT SH 11B & CR13 (Lat: 44.813172, Lng: -74.392772), Route carried "on" structure: Alternate State highway 11B, Year Built: 1949, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,489 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 3,639 (year 2040), Design Load: H 20, Features Intersected: EB LIT SALMON RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.775, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $256,000, Total Project Cost: $692,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 103746, Location: .2 MI N JCT SH 11B & CR53 (Lat: 44.814806, Lng: -74.397600), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 1965, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 678 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 949 (year 2040), Features Intersected: E B LIT SALMON RV, Facility Carried by Structure: CR 53, BANGOR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $312,000, Roadway Improvement Cost: $183,000, Total Project Cost: $494,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 103746, Location: .2 MI N JCT SH 11B & CR53 (Lat: 44.814806, Lng: -74.397600), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 1965, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 678 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 949 (year 2040), Features Intersected: E B LIT SALMON RV, Facility Carried by Structure: CR 53, BANGOR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $312,000, Roadway Improvement Cost: $183,000, Total Project Cost: $494,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333729, Location: .7 MI NE OF WEST BANGOR (Lat: 44.814483, Lng: -74.427047), Route carried "on" structure: Other road , Year Built: 1951, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 366 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 512 (year 2040), Features Intersected: E BR LIL SALMON R, Facility Carried by Structure: TAYLOR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $114,000, Total Project Cost: $309,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333729, Location: .7 MI NE OF WEST BANGOR (Lat: 44.814483, Lng: -74.427047), Route carried "on" structure: Other road , Year Built: 1951, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 366 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 512 (year 2040), Features Intersected: E BR LIL SALMON R, Facility Carried by Structure: TAYLOR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $114,000, Total Project Cost: $309,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33373, Location: .7MI NW WEST BANGOR (Lat: 44.808853, Lng: -74.443981), Route carried "on" structure: Other road , Year Built: 1963, Year Reconstructed: 2010, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 188 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 263 (year 2040), Features Intersected: LITTLE SALMON RIV, Facility Carried by Structure: GALLOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $268,000, Total Project Cost: $727,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 33373, Location: .7MI NW WEST BANGOR (Lat: 44.808853, Lng: -74.443981), Route carried "on" structure: Other road , Year Built: 1963, Year Reconstructed: 2010, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 188 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 263 (year 2040), Features Intersected: LITTLE SALMON RIV, Facility Carried by Structure: GALLOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $268,000, Total Project Cost: $727,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 333744, Location: 3.6 MI NE OF NORTH BANGOR (Lat: 44.887994, Lng: -74.379608), Route carried "on" structure: Other road , Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 54 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 76 (year 2036), Features Intersected: E BR DEER CREEK, Facility Carried by Structure: PREMO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $207,000, Total Project Cost: $561,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 333744, Location: 3.6 MI NE OF NORTH BANGOR (Lat: 44.887994, Lng: -74.379608), Route carried "on" structure: Other road , Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 54 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 76 (year 2036), Features Intersected: E BR DEER CREEK, Facility Carried by Structure: PREMO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $207,000, Total Project Cost: $561,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 333773, Location: .5 MI S OF COOKS CORNERS (Lat: 44.878450, Lng: -74.452736), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 662 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 927 (year 2037), Design Load: HL 93, Features Intersected: W BR DEER CREEK, Facility Carried by Structure: CR 3, COOKS CORNE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 64.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $365,000, Roadway Improvement Cost: $214,000, Total Project Cost: $578,000 ( Estimate for 2021)
Structure Number: 333773, Location: .5 MI S OF COOKS CORNERS (Lat: 44.878450, Lng: -74.452736), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 662 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 927 (year 2037), Design Load: HL 93, Features Intersected: W BR DEER CREEK, Facility Carried by Structure: CR 3, COOKS CORNE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 64.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $365,000, Roadway Improvement Cost: $214,000, Total Project Cost: $578,000 ( Estimate for 2021)
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Structure Number: 333774, Location: 2.4 MI NW OF WEST BANGOR (Lat: 44.827575, Lng: -74.470011), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 274 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 384 (year 2035), Features Intersected: TRIB LIT SALMON R, Facility Carried by Structure: CR 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.765, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Excellent, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $80,000, Total Project Cost: $217,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333774, Location: 2.4 MI NW OF WEST BANGOR (Lat: 44.827575, Lng: -74.470011), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 274 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 384 (year 2035), Features Intersected: TRIB LIT SALMON R, Facility Carried by Structure: CR 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.765, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Excellent, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $80,000, Total Project Cost: $217,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333775, Location: 2 MI N OF NORTH BANGOR (Lat: 44.874783, Lng: -74.373661), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,438 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 2,013 (year 2036), Design Load: HS 20, Features Intersected: WEST BR DEER CRK, Facility Carried by Structure: CR 8, FAY-BRUSHTO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.030, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 73.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $108,000, Roadway Improvement Cost: $63,000, Total Project Cost: $171,000 ( Estimate for 2021)
Structure Number: 333775, Location: 2 MI N OF NORTH BANGOR (Lat: 44.874783, Lng: -74.373661), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,438 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 2,013 (year 2036), Design Load: HS 20, Features Intersected: WEST BR DEER CRK, Facility Carried by Structure: CR 8, FAY-BRUSHTO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.030, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 73.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $108,000, Roadway Improvement Cost: $63,000, Total Project Cost: $171,000 ( Estimate for 2021)
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Structure Number: 333776, Location: 2.4 MI NE OF BRUSHTON (Lat: 44.865606, Lng: -74.492972), Route carried "on" structure: County highway , Year Built: 1936, Year Reconstructed: 1992, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 725 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 1,015 (year 2036), Design Load: HS 20, Features Intersected: LITTLE SALMON RVR, Facility Carried by Structure: CR 8, FAY - BRUSH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.296, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $579,000, Roadway Improvement Cost: $339,000, Total Project Cost: $918,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 333776, Location: 2.4 MI NE OF BRUSHTON (Lat: 44.865606, Lng: -74.492972), Route carried "on" structure: County highway , Year Built: 1936, Year Reconstructed: 1992, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 725 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 1,015 (year 2036), Design Load: HS 20, Features Intersected: LITTLE SALMON RVR, Facility Carried by Structure: CR 8, FAY - BRUSH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.296, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $579,000, Roadway Improvement Cost: $339,000, Total Project Cost: $918,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 333816, Location: 2.2 MI NW OF WEST BANGOR (Lat: 44.814919, Lng: -74.468147), Route carried "on" structure: County highway , Year Built: 1951, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 274 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 384 (year 2035), Features Intersected: LITT SALMON RIVER, Facility Carried by Structure: CR 16 BACON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $460,000, Roadway Improvement Cost: $269,000, Total Project Cost: $729,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333816, Location: 2.2 MI NW OF WEST BANGOR (Lat: 44.814919, Lng: -74.468147), Route carried "on" structure: County highway , Year Built: 1951, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 274 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 384 (year 2035), Features Intersected: LITT SALMON RIVER, Facility Carried by Structure: CR 16 BACON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $460,000, Roadway Improvement Cost: $269,000, Total Project Cost: $729,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333826, Location: 1 MI S OF WEST BANGOR (Lat: 44.789819, Lng: -74.432228), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 258 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 361 (year 2035), Features Intersected: DEVELIN BROOK, Facility Carried by Structure: CR 10, CROOKS ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.170, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 0.0m, Right: 0.8m (2.6ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $101,000, Total Project Cost: $273,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 333826, Location: 1 MI S OF WEST BANGOR (Lat: 44.789819, Lng: -74.432228), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 258 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 361 (year 2035), Features Intersected: DEVELIN BROOK, Facility Carried by Structure: CR 10, CROOKS ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.170, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 0.0m, Right: 0.8m (2.6ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $101,000, Total Project Cost: $273,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other