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

Find on map >>   Show street view

Structure Number: 1303,  Location: 0.8 W. JEROME WCL (Lat: 42.724194,  Lng: -114.546694),  Route carried "on" structure: State highway 25,  Year Built: 1966,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 6,200 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,300 (year 2039),  Design Load: HS 20,  Features Intersected: I 84 EB-WB;W.JEROME IC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.098,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 13036,  Location: 1.0 W. JEROME (Lat: 42.724167,  Lng: -114.538056),  Route carried "on" structure: State highway 25,  Year Built: 2021,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 6,900 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,350 (year 2041),  Design Load: HL 93,  Features Intersected: 'N' CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.806,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 4.4m (14.4ft),  Right: 4.4m (14.4ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 77.4 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: 47.0 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: Superior to present desirable 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: June 2021,  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: 1531,  Location: 2.8 E. JEROME (Lat: 42.688333,  Lng: -114.518472),  Route carried "on" structure: State highway 79,  Year Built: 1966,  Status: Open,  Structure Length: 14.33m (47.01ft),  Average Daily Traffic: 13,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,500 (year 2039),  Design Load: HS 20,  Features Intersected: I 84 EB-WB;S.JEROME IC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.114,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Other Special Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 16135,  Location: 0.5 W. JEROME (Lat: 42.728417,  Lng: -114.553639),  Route carried "on" structure: Interstate 84,  Year Built: 1966,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 11,500 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 17,250 (year 2039),  Design Load: HS 20,  Features Intersected: 'J' COULEE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 265.031,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 1614,  Location: 0.5 W. JEROME (Lat: 42.728511,  Lng: -114.553147),  Route carried "on" structure: Interstate 84,  Year Built: 1954,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 11,500 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 17,250 (year 2039),  Design Load: HS 20,  Features Intersected: 'J' COULEE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 265.050,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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,  Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 16155,  Location: 0.8 E. JEROME (Lat: 42.714250,  Lng: -114.536861),  Route carried "on" structure: Interstate 84,  Year Built: 1966,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 23,500 (year 2019),  Truck Traffic: 26%,  Average Future Daily Traffic: 35,250 (year 2039),  Design Load: HS 20,  Features Intersected: 'N' CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 267.150,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 46.3m (151.9ft),  Out-to-Out Width: 46.9m (153.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: March 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1617,  Location: 4.9 E. JEROME (Lat: 42.666089,  Lng: -114.493050),  Route carried "on" structure: Interstate 84,  Year Built: 1965,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 13,750 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 20,625 (year 2039),  Design Load: HS 20,  Features Intersected: 400 SOUTH RD GS 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 273.646,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.97m (16.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,130,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $1,694,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 16175,  Location: 4.9 E. JEROME (Lat: 42.665819,  Lng: -114.492169),  Route carried "on" structure: Interstate 84,  Year Built: 1965,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 13,750 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 20,625 (year 2039),  Design Load: HS 20,  Features Intersected: 400 SOUTH RD GS 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 273.662,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.09m (16.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,157,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,736,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 16186,  Location: 3.6 N. TWIN FALLS (Lat: 42.642369,  Lng: -114.445397),  Route carried "on" structure: Interstate 84,  Year Built: 2003,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 13,750 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 20,625 (year 2039),  Design Load: HL 93,  Features Intersected: US 93;W.TWIN FALLS IC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 278.395,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: 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: 19485,  Location: 3.5 S. JEROME (Lat: 42.673111,  Lng: -114.518444),  Route carried "on" structure: County highway 2754,  Year Built: 1983,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 6,200 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,300 (year 2039),  Design Load: HS 20,  Features Intersected: 'N' CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.635,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 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 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1949,  Location: 3.2 S. JEROME (Lat: 42.677389,  Lng: -114.518444),  Route carried "on" structure: County highway 2754,  Year Built: 1983,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 6,200 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,300 (year 2039),  Design Load: HS 20,  Features Intersected: 'N' CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.117,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 19495,  Location: 3.1 S. JEROME (Lat: 42.679361,  Lng: -114.518472),  Route carried "on" structure: County highway 2754,  Year Built: 1983,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 6,200 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,300 (year 2039),  Design Load: HS 20,  Features Intersected: 'N' CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.327,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.2 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: November 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 19501,  Location: 1.8 N JEROME (Lat: 42.750856,  Lng: -114.518653),  Route carried "on" structure: County highway 2757,  Year Built: 2014,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,600 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,900 (year 2039),  Design Load: HL 93,  Features Intersected: J COULEE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.267,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.2m (23.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 77.1 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: 75.5 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: Better than 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,  Inspection Date: November 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 19506,  Location: 2.5 N. JEROME (Lat: 42.759428,  Lng: -114.518653),  Route carried "on" structure: County highway 2757,  Year Built: 1999,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,900 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,850 (year 2039),  Design Load: HS 20,  Features Intersected: 'S' CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.249,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1951,  Location: 3.0 N. JEROME (Lat: 42.766358,  Lng: -114.518653),  Route carried "on" structure: County highway 2757,  Year Built: 1954,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 1,500 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,250 (year 2039),  Design Load: HS 15,  Features Intersected: 'U' CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.021,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $554,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $832,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 19513,  Location: 2.0 S. 0.6 W. JEROME (Lat: 42.695083,  Lng: -114.528944),  Route carried "on" structure: County highway 2765,  Year Built: 1973,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 2,100 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,150 (year 2039),  Design Load: HS 20,  Features Intersected: 'N' CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.520,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 24575,  Location: 0.6 S. 0.9 W. JEROME (Lat: 42.714511,  Lng: -114.536478),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 150 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 225 (year 2039),  Design Load: HS 20,  Features Intersected: 'N' CANAL,  Facility Carried by Structure: FRONTAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.750,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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,  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: 2461,  Location: 4.0 N. 3.2 E. JEROME (Lat: 42.781889,  Lng: -114.455778),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 150 (year 2039),  Design Load: H 15,  Features Intersected: 'R' CANAL,  Facility Carried by Structure: 400 NORTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 173.756,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $240,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $360,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 24623,  Location: 0.2 N. 1.0 W. JEROME (Lat: 42.726389,  Lng: -114.538111),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 80 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 120 (year 2039),  Design Load: HS 15,  Features Intersected: 'N' CANAL,  Facility Carried by Structure: 100 WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.190,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 24626,  Location: 1.0 S. 0.8 W. JEROME (Lat: 42.709694,  Lng: -114.537556),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,200 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,800 (year 2039),  Design Load: HS 20,  Features Intersected: 'N' CANAL,  Facility Carried by Structure: 100 SOUTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 167.507,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 24631,  Location: 2.3 N. 1.0 W. JEROME (Lat: 42.757500,  Lng: -114.538167),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 80 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 120 (year 2039),  Design Load: HS 20,  Features Intersected: 'S' CANAL,  Facility Carried by Structure: 100 WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 164.644,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2466,  Location: 3.8 N. 4.0 E. JEROME (Lat: 42.777944,  Lng: -114.443583),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 60 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 90 (year 2039),  Design Load: H 15,  Features Intersected: 'R' CANAL,  Facility Carried by Structure: 400 EAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.704,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $277,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $416,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 24665,  Location: 3.3 N. 4.0 E. JEROME (Lat: 42.770611,  Lng: -114.443583),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 75 (year 2039),  Design Load: HS 20,  Features Intersected: 'U' CANAL,  Facility Carried by Structure: 400 EAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.898,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 24686,  Location: 2.0 S. 3.5 E. JEROME (Lat: 42.694972,  Lng: -114.453194),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 4,800 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,200 (year 2039),  Design Load: HS 20,  Features Intersected: 'L' CANAL,  Facility Carried by Structure: 200 SOUTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 166.594,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present 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: 2469,  Location: 3.1 N. 2.0 E. JEROME (Lat: 42.767944,  Lng: -114.482889),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Posted for load,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 270 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 405 (year 2039),  Design Load: HS 20,  Features Intersected: T.F.NORTHSIDE MAIN CNL,  Facility Carried by Structure: 200 EAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 173.828,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $277,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $416,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 24698,  Location: 1.5 S. 3.0 E. JEROME (Lat: 42.702861,  Lng: -114.462861),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 490 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 735 (year 2039),  Design Load: HS 20,  Features Intersected: 'L' CANAL,  Facility Carried by Structure: 300 EAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 166.622,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: 24715,  Location: 4.0 N. 0.6 W. JEROME (Lat: 42.782083,  Lng: -114.531417),  Route carried "on" structure: County highway ,  Year Built: 1975,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 150 (year 2039),  Design Load: HS 20,  Features Intersected: T.F.NORTHSIDE MAIN CNL,  Facility Carried by Structure: 400 NORTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 167.483,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 24725,  Location: 5.1 N. 1.0 W. JEROME (Lat: 42.796861,  Lng: -114.538389),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 80 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 120 (year 2039),  Design Load: HS 20,  Features Intersected: 'U' CANAL,  Facility Carried by Structure: 100 WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.005,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Length Of Structure Improvement: 2.23m (7.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $337,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $506,000 ( 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: 24746,  Location: 3.1 N. 1.0 E. JEROME (Lat: 42.768333,  Lng: -114.502556),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 60 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 90 (year 2039),  Design Load: HS 20,  Features Intersected: 'U' CANAL,  Facility Carried by Structure: 100 EAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.429,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 24748,  Location: 3 N. 0.7 E. JEROME (Lat: 42.767500,  Lng: -114.504722),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 190 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 285 (year 2039),  Design Load: HL 93,  Features Intersected: 'S' CANAL,  Facility Carried by Structure: 300 N ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 170.376,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.8m (48.6ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.7 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: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 24765,  Location: 5.0 N. 0.9 W. JEROME (Lat: 42.796611,  Lng: -114.536583),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 190 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 285 (year 2039),  Design Load: H 15,  Features Intersected: 'U' CANAL,  Facility Carried by Structure: 500 NORTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 166.714,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $277,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $416,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2477,  Location: 2.0 N. 0.2 E. JEROME (Lat: 42.753028,  Lng: -114.517278),  Route carried "on" structure: County highway 2755,  Year Built: 1990,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 430 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 645 (year 2039),  Design Load: H 20,  Features Intersected: 'J' CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.062,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum 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: Bituminous

Find on map >>   Show street view

Structure Number: 2479,  Location: 2.0 N. 2.8 E. JEROME (Lat: 42.753056,  Lng: -114.465556),  Route carried "on" structure: County highway 2755,  Year Built: 1988,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 430 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 645 (year 2039),  Design Load: HS 20,  Features Intersected: 'M' CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 173.326,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 248,  Location: 2.7 N. 3.0 E. JEROME (Lat: 42.763733,  Lng: -114.463172),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 320 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 480 (year 2039),  Design Load: HS 20,  Features Intersected: 'J' CANAL,  Facility Carried by Structure: 300 EAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 175.164,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 24805,  Location: 3.2 N. 3.0 E. JEROME (Lat: 42.770031,  Lng: -114.463258),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 320 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 480 (year 2039),  Design Load: HS 20,  Features Intersected: 'U' CANAL,  Facility Carried by Structure: 300 EAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 175.856,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 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 desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $644,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $965,000 ( 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: 24827,  Location: 2.0 W. 2.0 N. JEROME (Lat: 42.753222,  Lng: -114.557583),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 430 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 645 (year 2039),  Design Load: HS 20,  Features Intersected: 'S-2' CANAL,  Facility Carried by Structure: 200 NORTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 165.779,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $208,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $312,000 ( 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: 24829,  Location: 1.5 W. 2.0 N. JEROME (Lat: 42.753194,  Lng: -114.548306),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 430 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 645 (year 2039),  Design Load: HS 20,  Features Intersected: 'S' CANAL,  Facility Carried by Structure: 200 NORTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 166.540,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 24835,  Location: 1.7 W. JEROME (Lat: 42.733694,  Lng: -114.577333),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 11.83m (38.81ft),  Average Daily Traffic: 130 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 195 (year 2039),  Design Load: HS 20,  Features Intersected: I 84 EB-WB;GS NO.3,  Facility Carried by Structure: N 300 W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 170.597,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Other Special Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 2484,  Location: 1.2 E. JEROME (Lat: 42.709669,  Lng: -114.534006),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 1,200 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,800 (year 2039),  Design Load: HS 20,  Features Intersected: I 84;100 SOUTH RD GS 1,  Facility Carried by Structure: 100 SOUTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 167.801,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.5 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.90m (29.20ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Bridge Improvement Cost: $2,506,000,  Roadway Improvement Cost: $251,000,  Total Project Cost: $3,759,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 1303,  Location: 0.8 W. JEROME WCL (Lat: 42.724194,  Lng: -114.546694),  Route carried "under" structure: Interstate 84,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 22,500 (year 2018),  Truck Traffic: 27%,  Features Intersected: I 84 EB-WB;W.JEROME IC,  Facility Carried by Structure: SH 25
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 265.799,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)