Bridge Statistics for Whitefish, Montana (MT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: L15200005+00001,  Location: 2M E WHITEFISH (Lat: 48.414328,  Lng: -114.284247),  Route carried "on" structure: County highway 15200,  Year Built: 1994,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,110 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,166 (year 2040),  Design Load: HS 20,  Features Intersected: HASKILL CREEK 071,  Facility Carried by Structure: E EDGEWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.875,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 34.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: L15205000+03001,  Location: 2M SE WHITEFISH (Lat: 48.385492,  Lng: -114.329675),  Route carried "on" structure: County highway 15205,  Year Built: 1985,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 3,014 (year 2020),  Average Future Daily Traffic: 3,165 (year 2040),  Design Load: HS 20,  Features Intersected: WHITEFISH RIVER 154,  Facility Carried by Structure: JP RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.464,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 21.8 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,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: L15293000+07001,  Location: 7M NW WHITEFISH (Lat: 48.485125,  Lng: -114.433714),  Route carried "on" structure: County highway 15293,  Year Built: 1935,  Status: Open,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 100 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 100 (year 2037),  Features Intersected: SWIFT CREEK 072,  Facility Carried by Structure: DELREY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.150,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 3.8m (12.5ft),  Out-to-Out Width: 4.0m (13.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: L15293001+05001,  Location: 8M NW WHITEFISH (Lat: 48.474942,  Lng: -114.433036),  Route carried "on" structure: County highway 15293,  Year Built: 1995,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 100 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 100 (year 2037),  Design Load: HS 20,  Features Intersected: LAZY CREEK 124,  Facility Carried by Structure: DELREY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.295,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: M15120000+00101,  Location: WHITEFISH-BAKER AVE (Lat: 48.406597,  Lng: -114.338189),  Route carried "on" structure: City street 12002,  Year Built: 1977,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 8,770 (year 2020),  Average Future Daily Traffic: 9,209 (year 2040),  Design Load: HS 20,  Features Intersected: WHITEFISH RIVER 113,  Facility Carried by Structure: BAKER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.449,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Fair,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: M15120000+00201,  Location: WHITEFISH-COLUMBIA AVE (Lat: 48.400747,  Lng: -114.332494),  Route carried "on" structure: City street 15120,  Year Built: 1979,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 3,258 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,421 (year 2040),  Design Load: HS 20,  Features Intersected: WHITEFISH RIVER 109,  Facility Carried by Structure: COLUMBIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.288,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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 or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  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: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: P00005000+00001,  Location: 5M NW MISSOULA (Lat: 46.951381,  Lng: -114.131231),  Route carried "on" structure: US 93,  Year Built: 1966,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 10.55m (34.61ft),  Average Daily Traffic: 10,400 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,920 (year 2040),  Design Load: HS 20,  Features Intersected: INT DESMET I 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.021,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: P00005127+01001,  Location: WHITEFISH-SPOKANE AVE (Lat: 48.401647,  Lng: -114.335211),  Route carried "on" structure: US 93,  Year Built: 1959,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 13,489 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,163 (year 2040),  Features Intersected: WHITEFISH RIVER,  Facility Carried by Structure: SPOKANE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 203.117,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: P00005128+00531,  Location: WHITEFISH-SECOND ST (Lat: 48.410594,  Lng: -114.342692),  Route carried "on" structure: US 93,  Year Built: 2013,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 8,353 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,771 (year 2040),  Design Load: HL 93,  Features Intersected: WHITEFISH RIVER,  Facility Carried by Structure: SECOND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 204.667,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.0m (137.8ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: P00038001+06861,  Location: 3M SE WHITEFISH (Lat: 48.370692,  Lng: -114.302197),  Route carried "on" structure: State highway 40,  Year Built: 1975,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 11,295 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,425 (year 2040),  Design Load: HS 20,  Features Intersected: WHITEFISH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.698,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.6 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 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: S00424015+08491,  Location: 5M SW WHITEFISH (Lat: 48.386489,  Lng: -114.432511),  Route carried "on" structure: State highway 424,  Year Built: 1988,  Status: Open,  Structure Length: 10.75m (35.27ft),  Average Daily Traffic: 1,814 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,032 (year 2040),  Design Load: HS 20,  Features Intersected: STILLWATER RIVER,  Facility Carried by Structure: TWIN BRIDGES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.283,  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: 4,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.60m (38.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $632,000,  Roadway Improvement Cost: $316,000,  Total Project Cost: $948,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: S00487000+02001,  Location: WHITEFISH-BAKER AVE (Lat: 48.414164,  Lng: -114.338881),  Route carried "on" structure: City street 12001,  Year Built: 1994,  Status: Open,  Structure Length: 12.55m (41.17ft),  Average Daily Traffic: 15,046 (year 2020),  Average Future Daily Traffic: 15,798 (year 2040),  Design Load: HS 20,  Features Intersected: RR,  Facility Carried by Structure: BAKER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.406,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing