Bridge Statistics for Manhattan, Montana (MT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 262ft / 80.0mTotal length
- $1,444,000Total costs
- 194,390Total average daily traffic
- 24,156Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Manhattan
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 21940-1949
- 11950-1959
- 181960-1969
- 12010-2019
- Bridge Condition - Deck
- 73.7%Good
- 15.8%Satisfactory
- 10.5%Fair
- Bridge Condition - Superstructure
- 10.5%Very good
- 68.4%Good
- 21.1%Satisfactory
- Bridge Condition - Substructure
- 42.1%Good
- 47.4%Satisfactory
- 10.5%Fair
- Bridge Condition - Channel
- 23.1%Very good
- 53.8%Good
- 23.1%Satisfactory
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Structure Number: I00090289+02721, Location: 0.6M E MANHATTAN (Lat: 45.847908, Lng: -111.326303), Route carried "on" structure: Interstate 90, Year Built: 1964, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 16,519 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,088 (year 2040), Design Load: HS 20, Features Intersected: MANHATTAN SOUTH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 462.599, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: I00090289+02721, Location: 0.6M E MANHATTAN (Lat: 45.847908, Lng: -111.326303), Route carried "on" structure: Interstate 90, Year Built: 1964, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 16,519 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,088 (year 2040), Design Load: HS 20, Features Intersected: MANHATTAN SOUTH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 462.599, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: I00090289+02722, Location: 0.6M E MANHATTAN (Lat: 45.848128, Lng: -111.326297), Route carried "on" structure: Interstate 90, Year Built: 1964, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 16,519 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,088 (year 2040), Design Load: HS 20, Features Intersected: MANHATTAN SOUTH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 462.777, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: I00090289+02722, Location: 0.6M E MANHATTAN (Lat: 45.848128, Lng: -111.326297), Route carried "on" structure: Interstate 90, Year Built: 1964, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 16,519 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,088 (year 2040), Design Load: HS 20, Features Intersected: MANHATTAN SOUTH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 462.777, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: I00090290+07391, Location: 1.9M E MANHATTAN (Lat: 45.838414, Lng: -111.299831), Route carried "on" structure: Interstate 90, Year Built: 1965, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 16,519 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,088 (year 2040), Design Load: HS 20, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 464.956, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: I00090290+07391, Location: 1.9M E MANHATTAN (Lat: 45.838414, Lng: -111.299831), Route carried "on" structure: Interstate 90, Year Built: 1965, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 16,519 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,088 (year 2040), Design Load: HS 20, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 464.956, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: I00090290+07392, Location: 1.9M E MANHATTAN (Lat: 45.838575, Lng: -111.299644), Route carried "on" structure: Interstate 90, Year Built: 1965, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 16,519 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,088 (year 2040), Design Load: HS 20, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 465.152, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: I00090290+07392, Location: 1.9M E MANHATTAN (Lat: 45.838575, Lng: -111.299644), Route carried "on" structure: Interstate 90, Year Built: 1965, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 16,519 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,088 (year 2040), Design Load: HS 20, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 465.152, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: I00090290+09511, Location: 1.9M E MANHATTAN (Lat: 45.836619, Lng: -111.296467), Route carried "on" structure: Interstate 90, Year Built: 1965, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 16,519 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,088 (year 2040), Design Load: HS 20, Features Intersected: BAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 465.293, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: I00090290+09511, Location: 1.9M E MANHATTAN (Lat: 45.836619, Lng: -111.296467), Route carried "on" structure: Interstate 90, Year Built: 1965, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 16,519 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,088 (year 2040), Design Load: HS 20, Features Intersected: BAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 465.293, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: I00090290+09512, Location: 1.9M E MANHATTAN (Lat: 45.836742, Lng: -111.296208), Route carried "on" structure: Interstate 90, Year Built: 1965, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 16,519 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,088 (year 2040), Design Load: HS 20, Features Intersected: BAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 465.487, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: I00090290+09512, Location: 1.9M E MANHATTAN (Lat: 45.836742, Lng: -111.296208), Route carried "on" structure: Interstate 90, Year Built: 1965, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 16,519 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,088 (year 2040), Design Load: HS 20, Features Intersected: BAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 465.487, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: I00090291+06371, Location: 2.5M E MANHATTAN (Lat: 45.830594, Lng: -111.285164), Route carried "on" structure: Interstate 90, Year Built: 1965, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 16,519 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,088 (year 2040), Design Load: HS 20, Features Intersected: SEP HEEB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 466.396, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.8 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: I00090291+06371, Location: 2.5M E MANHATTAN (Lat: 45.830594, Lng: -111.285164), Route carried "on" structure: Interstate 90, Year Built: 1965, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 16,519 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,088 (year 2040), Design Load: HS 20, Features Intersected: SEP HEEB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 466.396, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.8 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: I00090291+06372, Location: 2.5M E MANHATTAN (Lat: 45.830706, Lng: -111.284914), Route carried "on" structure: Interstate 90, Year Built: 1965, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 16,519 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,088 (year 2040), Design Load: HS 20, Features Intersected: SEP HEEB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 466.592, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.8 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: I00090291+06372, Location: 2.5M E MANHATTAN (Lat: 45.830706, Lng: -111.284914), Route carried "on" structure: Interstate 90, Year Built: 1965, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 16,519 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,088 (year 2040), Design Load: HS 20, Features Intersected: SEP HEEB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 466.592, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.8 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: I00090292+04251, Location: 3.1M E MANHATTAN (Lat: 45.823628, Lng: -111.272067), Route carried "on" structure: Interstate 90, Year Built: 1965, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 16,519 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,088 (year 2040), Design Load: HS 20, Features Intersected: GALLATIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 467.669, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: I00090292+04251, Location: 3.1M E MANHATTAN (Lat: 45.823628, Lng: -111.272067), Route carried "on" structure: Interstate 90, Year Built: 1965, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 16,519 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,088 (year 2040), Design Load: HS 20, Features Intersected: GALLATIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 467.669, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: I00090292+04252, Location: 3.1M E MANHATTAN (Lat: 45.823844, Lng: -111.271994), Route carried "on" structure: Interstate 90, Year Built: 1965, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 16,519 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,088 (year 2040), Design Load: HS 20, Features Intersected: GALLATIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 467.853, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: I00090292+04252, Location: 3.1M E MANHATTAN (Lat: 45.823844, Lng: -111.271994), Route carried "on" structure: Interstate 90, Year Built: 1965, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 16,519 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,088 (year 2040), Design Load: HS 20, Features Intersected: GALLATIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 467.853, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: L16441000+02001, Location: 1M S MANHATTAN (Lat: 45.845561, Lng: -111.326567), Route carried "on" structure: County highway 16441, Year Built: 1956, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: IRRIGATION CANAL 117, Facility Carried by Structure: MANHATTAN S RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.383, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: L16441000+02001, Location: 1M S MANHATTAN (Lat: 45.845561, Lng: -111.326567), Route carried "on" structure: County highway 16441, Year Built: 1956, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: IRRIGATION CANAL 117, Facility Carried by Structure: MANHATTAN S RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.383, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: S00205011+09551, Location: MANHATTAN (Lat: 45.847019, Lng: -111.314331), Route carried "on" structure: State highway 205, Year Built: 2010, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 1,645 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,727 (year 2040), Design Load: HL 93, Features Intersected: RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.122, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.0m (144.4ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 72.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.50m (34.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $849,000, Roadway Improvement Cost: $425,000, Total Project Cost: $1,274,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: S00205011+09551, Location: MANHATTAN (Lat: 45.847019, Lng: -111.314331), Route carried "on" structure: State highway 205, Year Built: 2010, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 1,645 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,727 (year 2040), Design Load: HL 93, Features Intersected: RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.122, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.0m (144.4ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 72.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.50m (34.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $849,000, Roadway Improvement Cost: $425,000, Total Project Cost: $1,274,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: S00205012+08751, Location: 2M SE MANHATTAN (Lat: 45.839400, Lng: -111.298939), Route carried "on" structure: State highway 205, Year Built: 1920, Year Reconstructed: 1934, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 1,645 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,727 (year 2040), Design Load: H 15, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.551, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $40,000, Total Project Cost: $120,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: S00205012+08751, Location: 2M SE MANHATTAN (Lat: 45.839400, Lng: -111.298939), Route carried "on" structure: State highway 205, Year Built: 1920, Year Reconstructed: 1934, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 1,645 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,727 (year 2040), Design Load: H 15, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.551, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $40,000, Total Project Cost: $120,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: S00205013+00791, Location: 2M SE MANHATTAN (Lat: 45.837700, Lng: -111.295525), Route carried "on" structure: State highway 205, Year Built: 1921, Year Reconstructed: 1934, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,645 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,727 (year 2040), Design Load: H 15, Features Intersected: BAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.878, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: S00205013+00791, Location: 2M SE MANHATTAN (Lat: 45.837700, Lng: -111.295525), Route carried "on" structure: State highway 205, Year Built: 1921, Year Reconstructed: 1934, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,645 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,727 (year 2040), Design Load: H 15, Features Intersected: BAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.878, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: S00205014+05181, Location: 3M SE MANHATTAN (Lat: 45.825031, Lng: -111.271667), Route carried "on" structure: State highway 205, Year Built: 1949, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 2,410 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,531 (year 2040), Design Load: HS 20, Features Intersected: GALLATIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.206, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: S00205014+05181, Location: 3M SE MANHATTAN (Lat: 45.825031, Lng: -111.271667), Route carried "on" structure: State highway 205, Year Built: 1949, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 2,410 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,531 (year 2040), Design Load: HS 20, Features Intersected: GALLATIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.206, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: S00288000+09091, Location: MANHATTAN (Lat: 45.849772, Lng: -111.338281), Route carried "on" structure: State highway 288, Year Built: 1964, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 1,628 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,840 (year 2040), Design Load: HS 20, Features Intersected: INT MANHATTAN-I 90, Facility Carried by Structure: CHURCHILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.8 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: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: S00288000+09091, Location: MANHATTAN (Lat: 45.849772, Lng: -111.338281), Route carried "on" structure: State highway 288, Year Built: 1964, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 1,628 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,840 (year 2040), Design Load: HS 20, Features Intersected: INT MANHATTAN-I 90, Facility Carried by Structure: CHURCHILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.8 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: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: S00288002+08001, Location: 3M S MANHATTAN (Lat: 45.814447, Lng: -111.325353), Route carried "on" structure: State highway 288, Year Built: 1949, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,628 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,840 (year 2040), Features Intersected: DRAINAGE, Facility Carried by Structure: CHURCHILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.428, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 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, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $17,000, Total Project Cost: $50,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: S00288002+08001, Location: 3M S MANHATTAN (Lat: 45.814447, Lng: -111.325353), Route carried "on" structure: State highway 288, Year Built: 1949, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,628 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,840 (year 2040), Features Intersected: DRAINAGE, Facility Carried by Structure: CHURCHILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.428, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 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, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $17,000, Total Project Cost: $50,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: S00346002+03611, Location: 1M E MANHATTAN (Lat: 45.860278, Lng: -111.298636), Route carried "on" structure: State highway 346, Year Built: 1967, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 1,015 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,066 (year 2040), Design Load: HS 15, Features Intersected: BAKER CREEK, Facility Carried by Structure: W DRY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.821, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: S00346002+03611, Location: 1M E MANHATTAN (Lat: 45.860278, Lng: -111.298636), Route carried "on" structure: State highway 346, Year Built: 1967, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 1,015 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,066 (year 2040), Design Load: HS 15, Features Intersected: BAKER CREEK, Facility Carried by Structure: W DRY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.821, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: S00346002+07281, Location: 2M E MANHATTAN (Lat: 45.860342, Lng: -111.291025), Route carried "on" structure: State highway 346, Year Built: 1967, Status: Open, Structure Length: 5.84m (19.16ft), Average Daily Traffic: 1,015 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,066 (year 2040), Design Load: HS 15, Features Intersected: GALLATIN RIVER, Facility Carried by Structure: W DRY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.406, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: S00346002+07281, Location: 2M E MANHATTAN (Lat: 45.860342, Lng: -111.291025), Route carried "on" structure: State highway 346, Year Built: 1967, Status: Open, Structure Length: 5.84m (19.16ft), Average Daily Traffic: 1,015 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,066 (year 2040), Design Load: HS 15, Features Intersected: GALLATIN RIVER, Facility Carried by Structure: W DRY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.406, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: I00090289+02721, Location: 06M E MANHATTAN (Lat: 45.847908, Lng: -111.326303), Route carried "under" structure: ServiceState highway 16895, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Features Intersected: MANHATTAN SOUTH RD, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 7.46m (24.48ft), Kilometerpoint: 0.651, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: I00090289+02721, Location: 06M E MANHATTAN (Lat: 45.847908, Lng: -111.326303), Route carried "under" structure: ServiceState highway 16895, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Features Intersected: MANHATTAN SOUTH RD, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 7.46m (24.48ft), Kilometerpoint: 0.651, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: I00090289+02722, Location: 06M E MANHATTAN (Lat: 45.848128, Lng: -111.326297), Route carried "under" structure: ServiceState highway 16895, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Features Intersected: MANHATTAN SOUTH RD, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 7.16m (23.49ft), Kilometerpoint: 0.675, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: I00090289+02722, Location: 06M E MANHATTAN (Lat: 45.848128, Lng: -111.326297), Route carried "under" structure: ServiceState highway 16895, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Features Intersected: MANHATTAN SOUTH RD, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 7.16m (23.49ft), Kilometerpoint: 0.675, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: I00090291+06371, Location: 25M E MANHATTAN (Lat: 45.830594, Lng: -111.285164), Route carried "under" structure: ServiceCounty highway 16063, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 75 (year 2020), Truck Traffic: 3%, Features Intersected: SEP HEEB ROAD, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 4.933, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.6m (41.3ft)
Structure Number: I00090291+06371, Location: 25M E MANHATTAN (Lat: 45.830594, Lng: -111.285164), Route carried "under" structure: ServiceCounty highway 16063, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 75 (year 2020), Truck Traffic: 3%, Features Intersected: SEP HEEB ROAD, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 4.933, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.6m (41.3ft)
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Structure Number: I00090291+06372, Location: 25M E MANHATTAN (Lat: 45.830706, Lng: -111.284914), Route carried "under" structure: ServiceCounty highway 16063, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 75 (year 2020), Truck Traffic: 3%, Features Intersected: SEP HEEB ROAD, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 4.956, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.6m (41.3ft)
Structure Number: I00090291+06372, Location: 25M E MANHATTAN (Lat: 45.830706, Lng: -111.284914), Route carried "under" structure: ServiceCounty highway 16063, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 75 (year 2020), Truck Traffic: 3%, Features Intersected: SEP HEEB ROAD, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 4.956, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.6m (41.3ft)
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Structure Number: S00288000+09091, Location: MANHATTAN (Lat: 45.849772, Lng: -111.338281), Route carried "under" structure: Interstate 90, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 16,119 (year 2020), Truck Traffic: 14%, Features Intersected: INT MANHATTAN-I 90, Facility Carried by Structure: CHURCHILL RD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 461.638, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: S00288000+09091, Location: MANHATTAN (Lat: 45.849772, Lng: -111.338281), Route carried "under" structure: Interstate 90, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 16,119 (year 2020), Truck Traffic: 14%, Features Intersected: INT MANHATTAN-I 90, Facility Carried by Structure: CHURCHILL RD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 461.638, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)