Bridge Statistics for Boise, Idaho (ID)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 12263,  Location: IN BOISE;BOISE CONNECTOR (Lat: 43.618389,  Lng: -116.229000),  Route carried "on" structure: US 20,  Year Built: 1990,  Status: Open,  Structure Length: 18.20m (59.71ft),  Average Daily Traffic: 40,500 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 60,750 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BOISE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.556,  Lanes on structure: 7,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 49.4m (162.1ft),  Curb-To-Curb Width: 35.6m (116.8ft),  Out-to-Out Width: 37.5m (123.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12264,  Location: IN BOISE;BOISE CONNECTOR (Lat: 43.619067,  Lng: -116.224011),  Route carried "on" structure: US 20,  Year Built: 1990,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 40,500 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 60,750 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SMA 9083;27TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.959,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12271,  Location: IN BOISE; BROADWAY AVE (Lat: 43.603222,  Lng: -116.193472),  Route carried "on" structure: US 20,  Year Built: 2016,  Status: Open,  Structure Length: 14.39m (47.21ft),  Average Daily Traffic: 28,500 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 42,750 (year 2039),  Design Load: HL 93,  Features Intersected: BOISE RIVER;BROADWAY BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.345,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 33.0m (108.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.9 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: 38.6 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: Better than present minimum criteria,  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 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12275,  Location: IN BOISE;BROADWAY AVE (Lat: 43.575417,  Lng: -116.193583),  Route carried "on" structure: US 20,  Year Built: 1970,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 32,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 48,000 (year 2039),  Design Load: HS 20,  Features Intersected: RIDENBAUGH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.605,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 26 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 37.0m (121.4ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 48 months,  Inspection Date: November 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 12285,  Location: 1 S. BOISE;BROADWAY AVE (Lat: 43.568222,  Lng: -116.195528),  Route carried "on" structure: US 20,  Year Built: 1970,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 38,500 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 57,750 (year 2039),  Design Load: HS 20,  Features Intersected: UPRR;NEW YORK CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.553,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.6m (80.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Other Special Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 12291,  Location: BOISE SCL (Lat: 43.566667,  Lng: -116.196944),  Route carried "on" structure: US 20,  Year Built: 2015,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 34,500 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 51,750 (year 2039),  Design Load: HL 93,  Features Intersected: I 84 EB-WB;BROADWAY IC
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 84.843,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 61.0m (200.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 56.7 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: 43.7 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1276,  Location: IN BOISE;FAIRVIEW AVE EBL (Lat: 43.619411,  Lng: -116.229611),  Route carried "on" structure: County highway 7343,  Year Built: 1976,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 13,500 (year 2019),  Average Future Daily Traffic: 20,250 (year 2039),  Design Load: HS 20,  Features Intersected: BOISE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.444,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: 12.65m (41.50ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $3,629,000,  Roadway Improvement Cost: $363,000,  Total Project Cost: $5,444,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 12765,  Location: BOISE;FAIRVIEW EBL (Lat: 43.619331,  Lng: -116.229561),  Route carried "on" structure: County highway 7343,  Year Built: 1932,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 11.52m (37.80ft),  Average Daily Traffic: 13,500 (year 2019),  Average Future Daily Traffic: 20,250 (year 2039),  Design Load: H 15,  Features Intersected: BOISE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.445,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 1277,  Location: IN BOISE;MAIN ST.WBL (Lat: 43.619694,  Lng: -116.232833),  Route carried "on" structure: County highway 7343,  Year Built: 1965,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 10,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,000 (year 2039),  Design Load: HS 20,  Features Intersected: BOISE RIVER SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 125.101,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 73,  Subroute: 1),  Owner: County Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 2 degrees,  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: 24.1m (79.1ft),  Out-to-Out Width: 48.7m (159.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 12773,  Location: IN BOISE; MYRTLE STREET (Lat: 43.618750,  Lng: -116.214889),  Route carried "on" structure: US 20,  Year Built: 1992,  Status: Open,  Structure Length: 16.46m (54.00ft),  Average Daily Traffic: 16,750 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,125 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: AMERICANA BLVD;15TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.688,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12774,  Location: IN BOISE; FRONT STREET (Lat: 43.618103,  Lng: -116.213003),  Route carried "on" structure: US 20,  Year Built: 1992,  Status: Open,  Structure Length: 16.73m (54.89ft),  Average Daily Traffic: 17,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,500 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: AMERICANA BLVD;15TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.691,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12775,  Location: IN BOISE;MAIN ST. WBL (Lat: 43.620333,  Lng: -116.231361),  Route carried "on" structure: County highway 7343,  Year Built: 1965,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 13,500 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,250 (year 2039),  Design Load: HS 20,  Features Intersected: BOISE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.123,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 73,  Subroute: 2),  Owner: County Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.75m (31.99ft),  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: October 2017,  Bridge Improvement Cost: $2,904,000,  Roadway Improvement Cost: $290,000,  Total Project Cost: $4,356,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 128,  Location: AT BOISE ECL;HEALY ROAD (Lat: 43.562389,  Lng: -116.131111),  Route carried "on" structure: County highway 7643,  Year Built: 1964,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 7,300 (year 2019),  Average Future Daily Traffic: 10,950 (year 2039),  Design Load: HS 20,  Features Intersected: NEW YORK CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.132,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $1,164,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,746,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 12805,  Location: AT BOISE ECL;ECKERT RD (Lat: 43.565111,  Lng: -116.133056),  Route carried "on" structure: County highway 7643,  Year Built: 1954,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 6,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,000 (year 2039),  Design Load: HS 15,  Features Intersected: RIDENBAUGH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.468,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,003,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,505,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1281,  Location: AT BOISE ECL;ECKERT RD (Lat: 43.565361,  Lng: -116.132694),  Route carried "on" structure: County highway 7643,  Year Built: 1954,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 6,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,000 (year 2039),  Design Load: HS 15,  Features Intersected: BOISE RIVER(BARBER BR)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.502,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.58m (34.71ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $3,550,000,  Roadway Improvement Cost: $355,000,  Total Project Cost: $5,325,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1353,  Location: IN BOISE;FAIRVIEW RAMP (Lat: 43.618278,  Lng: -116.249111),  Route carried "on" structure: Ramp US 30,  Year Built: 1968,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 11,000 (year 2019),  Average Future Daily Traffic: 16,500 (year 2039),  Design Load: HS 20,  Features Intersected: I 184B WB-EB;FAIRVIEW RP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.140,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.2 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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Cathodic Protection

Find on map >>   Show street view

Structure Number: 1573,  Location: IN BOISE;NEAR ORCHARD ST. (Lat: 43.573611,  Lng: -116.240236),  Route carried "on" structure: Interstate 84,  Year Built: 1968,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 46,250 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 69,375 (year 2039),  Design Load: HS 20,  Features Intersected: NEW YORK CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.128,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 34.3m (112.5ft),  Out-to-Out Width: 35.8m (117.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 15735,  Location: IN BOISE;NEAR ORCHARD ST. (Lat: 43.573536,  Lng: -116.239542),  Route carried "on" structure: Interstate 84,  Year Built: 1968,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 46,250 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 69,375 (year 2039),  Design Load: HS 20,  Features Intersected: NEW YORK CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.132,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 32.4m (106.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 15751,  Location: BOISE SCL (Lat: 43.563639,  Lng: -116.191056),  Route carried "on" structure: Interstate 84,  Year Built: 2015,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 24,250 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 36,375 (year 2039),  Design Load: HL 93,  Features Intersected: UPRR; GOWEN SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.271,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.8 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: 42.4 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 15756,  Location: BOISE SCL (Lat: 43.563397,  Lng: -116.190242),  Route carried "on" structure: Interstate 84,  Year Built: 2015,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 24,250 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 36,375 (year 2039),  Design Load: HL 93,  Features Intersected: UPRR; GOWEN SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.289,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 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: 41.8 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1576,  Location: BOISE SCL (Lat: 43.545167,  Lng: -116.164722),  Route carried "on" structure: Interstate 84,  Year Built: 1969,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 24,250 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 36,375 (year 2039),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.242,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 15765,  Location: BOISE SCL (Lat: 43.545306,  Lng: -116.164389),  Route carried "on" structure: Interstate 84,  Year Built: 1969,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.47m (14.67ft),  Average Daily Traffic: 24,250 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 36,375 (year 2039),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.230,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 15769,  Location: NEAR DIVERSION DAM (Lat: 43.543592,  Lng: -116.102142),  Route carried "on" structure: State highway 21,  Year Built: 1996,  Status: Open,  Structure Length: 45.57m (149.51ft),  Average Daily Traffic: 6,600 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,900 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BOISE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.037,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 15771,  Location: BOISE SCL (Lat: 43.542222,  Lng: -116.161111),  Route carried "on" structure: Interstate 84,  Year Built: 2015,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 48,500 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 72,750 (year 2039),  Design Load: HL 93,  Features Intersected: SH 21;GOWEN RD IC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.750,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.3 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: 54.4 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 15778,  Location: 3.0 E. BOISE (Lat: 43.507611,  Lng: -116.143500),  Route carried "on" structure: County highway 9423,  Year Built: 1997,  Status: Open,  Structure Length: 8.28m (27.17ft),  Average Daily Traffic: 980 (year 2019),  Average Future Daily Traffic: 1,470 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I 84;ISAAC'S CANYON IC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.045,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 27.8m (91.2ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 18946,  Location: 4.3 W. BOISE (Lat: 43.597000,  Lng: -116.291694),  Route carried "on" structure: Interstate 184,  Year Built: 2001,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 60,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 90,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I 84 WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.256,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 7 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 92.1m (302.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 18956,  Location: 1.0 W. BOISE (Lat: 43.604639,  Lng: -116.278500),  Route carried "on" structure: Business Interstate 184,  Year Built: 2001,  Status: Open,  Structure Length: 13.05m (42.81ft),  Average Daily Traffic: 80,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 120,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: S7403;UPRR;FRANKLIN IC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.696,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 58.0m (190.3ft),  Curb-To-Curb Width: 40.5m (132.9ft),  Out-to-Out Width: 42.1m (138.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 18966,  Location: 0.7 W. BOISE WCL (Lat: 43.607217,  Lng: -116.274594),  Route carried "on" structure: Business Interstate 184,  Year Built: 2001,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 80,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 120,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: S7073;CANAL;COLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 18995,  Location: IN BOISE (Lat: 43.617778,  Lng: -116.234167),  Route carried "on" structure: Interstate 184,  Year Built: 1967,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 60,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 90,000 (year 2039),  Design Load: HS 20,  Features Intersected: SETTLERS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.515,  Lanes on structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 63.4m (208.0ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Out-to-Out Width: 137.9m (452.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.58m (90.49ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,717,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $2,576,000 ( Estimate for 2017)

Find on map >>   Show street view

Structure Number: 18997,  Location: IN BOISE;CHINDEN BLVD IC (Lat: 43.618411,  Lng: -116.231608),  Route carried "on" structure: Ramp Interstate 184,  Year Built: 1991,  Status: Open,  Structure Length: 21.79m (71.49ft),  Average Daily Traffic: 30,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 45,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: US 20-26;BOISE RV SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.731,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.8 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,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 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

Find on map >>   Show street view

Structure Number: 18998,  Location: BOISE;FAIRVIEW/CHINDEN IC (Lat: 43.618667,  Lng: -116.232528),  Route carried "on" structure: Ramp US 20,  Year Built: 1991,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 7,700 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,550 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BOISE RVR SLOUGH;RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.080,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 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

Find on map >>   Show street view

Structure Number: 19007,  Location: 2.0 W. BOISE (Lat: 43.598222,  Lng: -116.289083),  Route carried "on" structure: Interstate 184,  Year Built: 2000,  Status: Open,  Structure Length: 24.90m (81.69ft),  Average Daily Traffic: 24,000 (year 2019),  Average Future Daily Traffic: 36,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I 84;FLYING WYE IC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.054,  Lanes on structure: 3,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 67.7m (222.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 19011,  Location: 4.2 W. BOISE (Lat: 43.598250,  Lng: -116.286417),  Route carried "on" structure: Ramp Interstate 184,  Year Built: 2003,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 10,000 (year 2019),  Average Future Daily Traffic: 15,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I 184 EB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.354,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 19013,  Location: 4.5 W. BOISE (Lat: 43.593750,  Lng: -116.280333),  Route carried "on" structure: Ramp Interstate 84,  Year Built: 2003,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 10,000 (year 2019),  Average Future Daily Traffic: 15,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I 84 WB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.523,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.9 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 19805,  Location: 2.1 S. 2.8 E. MERIDIAN (Lat: 43.583722,  Lng: -116.334389),  Route carried "on" structure: County highway 7013,  Year Built: 1969,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 12,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,000 (year 2039),  Design Load: HS 20,  Features Intersected: RIDENBAUGH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.585,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 58.1 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $457,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $503,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 19821,  Location: 0.7S. 2.8E MERIDIAN (Lat: 43.591611,  Lng: -116.334361),  Route carried "on" structure: County highway 7013,  Year Built: 2005,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 16,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 24,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: RIDENBAUGH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.439,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 19827,  Location: BOISE;BOGUS BASIN ROAD (Lat: 43.677056,  Lng: -116.183611),  Route carried "on" structure: County highway 3789,  Year Built: 1998,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 850 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,275 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MAIN FORK STUART GULCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.554,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Culverts: Good,  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 19836,  Location: 1.5 S. 2.9 E. MERIDIAN (Lat: 43.590311,  Lng: -116.333600),  Route carried "on" structure: County highway 7563,  Year Built: 1991,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 25,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 37,500 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: RIDENBAUGH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.881,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $526,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $790,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 21186,  Location: 6.5 W. BOISE (Lat: 43.596997,  Lng: -116.334375),  Route carried "on" structure: County highway 7013,  Year Built: 2019,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,500 (year 2040),  Design Load: HL 93,  Features Intersected: I 84;CLOVERDALE RD GS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.062,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 4.1m (13.5ft),  Right: 4.1m (13.5ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.0 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: 53.5 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: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing