U.S. Cities - City-Data Homepage  
City-Data Forum
City-Data.com Homepage

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

Back to: Pocatello, ID, Idaho, Idaho forum, All US cities.





National Bridge Inventory (NBI) Statistics
Number of bridges: 49
Total length: 220 meters (722ft)
Total costs: $26,228,000
Total average daily traffic: 454,210
Total average daily truck traffic: 37,234
National Bridge Inventory (NBI) Registered Bridges for Pocatello
No street view available for this location

New bridges - Historical Statistics

  • 1930-1939: 1
  • 1940-1949: 2
  • 1950-1959: 4
  • 1960-1969: 20
  • 1970-1979: 0
  • 1980-1989: 6
  • 1990-1999: 7
  • 2000-2009: 7
  • 2010-2012: 2

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Find on map >>   Show street view

Structure Number: P433,  Location: 5KM N OF I-86 AT SR30 EXI (Lat: 42.935028,  Lng: -112.544944),  Route carried "on" structure: Federal lands road 152,  Year Built: 1960,  Status: Open,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,200 (year 2029),  Design Load: HS 15,  Features Intersected: PORTNEUF RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.200,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Serious,  Channel: Satisfactory,  Operating Rating: 41.2 metric tons,  Inventory Rating: 23.7 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to 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: 4.00m (13.12ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 11,  Underwater Inspection Date: October 11,  Bridge Improvement Cost: $650,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $800,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 109,  Location: 0.4 E. CHUBBUCK (Lat: 42.912500,  Lng: -112.459167),  Route carried "on" structure: Interstate 86,  Year Built: 1963,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 10,750 (year 2010),  Truck Traffic: 13%,  Average Future Daily Traffic: 16,125 (year 2030),  Design Load: H 20,  Features Intersected: UPRR;CHUBBUCK OVERPASS
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 99.198,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  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: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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 48 months,  Inspection Date: August 10,  Other Special Inspection Date: March 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 10905,  Location: 0.4 E. CHUBBUCK (Lat: 42.912778,  Lng: -112.458889),  Route carried "on" structure: Interstate 86,  Year Built: 1963,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 10,750 (year 2010),  Truck Traffic: 13%,  Average Future Daily Traffic: 16,125 (year 2030),  Design Load: H 20,  Features Intersected: UPRR;CHUBBUCK OVERPASS
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 99.200,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  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: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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 48 months,  Inspection Date: August 10,  Other Special Inspection Date: March 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 10911,  Location: 0.8 E. CHUBBUCK (Lat: 42.912500,  Lng: -112.451389),  Route carried "on" structure: Interstate 86,  Year Built: 2009,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 10,750 (year 2010),  Truck Traffic: 13%,  Average Future Daily Traffic: 16,125 (year 2030),  Features Intersected: HILINE ROAD GS
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 99.831,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 17 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 41.7 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  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: 10916,  Location: 0.8 E. CHUBBUCK (Lat: 42.913056,  Lng: -112.451389),  Route carried "on" structure: Interstate 86,  Year Built: 2010,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 10,750 (year 2010),  Truck Traffic: 13%,  Average Future Daily Traffic: 16,125 (year 2030),  Features Intersected: HILINE ROAD GS
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 99.832,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 17 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 41.7 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  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: 11225,  Location: 2.6 S. POCATELLO (Lat: 42.839167,  Lng: -112.410278),  Route carried "on" structure: Interstate 15,  Year Built: 1965,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 8,500 (year 2010),  Truck Traffic: 20%,  Average Future Daily Traffic: 12,750 (year 2030),  Design Load: HS 20,  Features Intersected: I 15B;S.POCATELLO IC
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 107.473,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.42m (30.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Bridge Improvement Cost: $2,141,000,  Roadway Improvement Cost: $214,000,  Total Project Cost: $3,212,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 1123,  Location: 2.6 S. POCATELLO (Lat: 42.839722,  Lng: -112.410833),  Route carried "on" structure: Interstate 15,  Year Built: 1965,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 8,500 (year 2010),  Truck Traffic: 20%,  Average Future Daily Traffic: 12,750 (year 2030),  Design Load: HS 20,  Features Intersected: I 15B;S.POCATELLO IC
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 107.475,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.42m (30.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Bridge Improvement Cost: $2,141,000,  Roadway Improvement Cost: $214,000,  Total Project Cost: $3,212,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 11235,  Location: 1.7 S. POCATELLO (Lat: 42.851944,  Lng: -112.415278),  Route carried "on" structure: Interstate 15,  Year Built: 1964,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 9,750 (year 2010),  Truck Traffic: 15%,  Average Future Daily Traffic: 14,625 (year 2030),  Design Load: HS 20,  Features Intersected: BARTON RD.GS
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 108.917,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.8 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 1124,  Location: 1.7 S. POCATELLO (Lat: 42.851667,  Lng: -112.415556),  Route carried "on" structure: Interstate 15,  Year Built: 1964,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 9,750 (year 2010),  Truck Traffic: 15%,  Average Future Daily Traffic: 14,625 (year 2030),  Design Load: HS 20,  Features Intersected: BARTON RD.GS
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 108.919,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.8 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 11245,  Location: 0.6 S. POCATELLO (Lat: 42.866944,  Lng: -112.421111),  Route carried "on" structure: Interstate 15,  Year Built: 1964,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 9,750 (year 2010),  Truck Traffic: 15%,  Average Future Daily Traffic: 14,625 (year 2030),  Design Load: HS 20,  Features Intersected: SMA 7461;E. TERRY ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 110.663,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 1125,  Location: 0.6 S. POCATELLO (Lat: 42.866944,  Lng: -112.421389),  Route carried "on" structure: Interstate 15,  Year Built: 1964,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 9,750 (year 2010),  Truck Traffic: 15%,  Average Future Daily Traffic: 14,625 (year 2030),  Design Load: HS 20,  Features Intersected: SMA 7461;E. TERRY ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 110.665,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.55m (18.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Bridge Improvement Cost: $1,261,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $1,892,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 11256,  Location: IN POCATELLO (Lat: 42.875000,  Lng: -112.425000),  Route carried "on" structure: Interstate 15,  Year Built: 2007,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 9,750 (year 2010),  Truck Traffic: 15%,  Average Future Daily Traffic: 14,625 (year 2030),  Features Intersected: STP 7341; CENTER ST. IC.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 111.663,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 41.7 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable 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 24 months,  Inspection Date: June 11,  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: 11261,  Location: IN POCATELLO (Lat: 42.875278,  Lng: -112.425278),  Route carried "on" structure: Interstate 15,  Year Built: 2007,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 9,750 (year 2010),  Truck Traffic: 15%,  Average Future Daily Traffic: 14,625 (year 2030),  Features Intersected: STP 7341; CENTER ST. IC.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 111.664,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 41.7 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable 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 24 months,  Inspection Date: June 11,  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: 11271,  Location: IN POCATELLO (Lat: 42.897500,  Lng: -112.435556),  Route carried "on" structure: Interstate 15,  Year Built: 1999,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 16,000 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,000 (year 2030),  Design Load: HS 25,  Features Intersected: I 15B;POCATELLO CREEK IC
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 114.242,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  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: 11276,  Location: IN POCATELLO (Lat: 42.897500,  Lng: -112.436111),  Route carried "on" structure: Interstate 15,  Year Built: 1998,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 16,000 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,000 (year 2030),  Design Load: HS 25,  Features Intersected: I 15B;POCATELLO CREEK IC
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 114.244,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.6 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  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: 13696,  Location: POCATELLO WCL (Lat: 42.906944,  Lng: -112.512500),  Route carried "on" structure: US 30,  Year Built: 2000,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 5,400 (year 2010),  Truck Traffic: 16%,  Average Future Daily Traffic: 8,100 (year 2030),  Design Load: HS 25,  Features Intersected: PORTNEUF RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 534.058,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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 24 months,  Inspection Date: November 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Other Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1749,  Location: IN POCATELLO;QUINN ROAD (Lat: 42.905833,  Lng: -112.457500),  Route carried "on" structure: US 91,  Year Built: 1986,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 22,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,000 (year 2030),  Design Load: HS 25,  Features Intersected: UPRR;QUINN ROAD OP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 127.397,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.1 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 21305,  Location: IN POCATELLO;MAIN ARTHUR (Lat: 42.886111,  Lng: -112.476667),  Route carried "on" structure: City street 7151,  Year Built: 1957,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 6,000 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,000 (year 2030),  Design Load: HS 20,  Features Intersected: PORTNEUF RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.547,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 1),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.51m (11.52ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 11,  Underwater Inspection Date: October 10,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,500,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 2131,  Location: IN POCATELLO;MAIN ARTHUR (Lat: 42.881111,  Lng: -112.473056),  Route carried "on" structure: City street 7151,  Year Built: 1957,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 5,500 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,250 (year 2030),  Design Load: HS 20,  Features Intersected: PORTNEUF RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.156,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 1),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.51m (11.52ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 11,  Underwater Inspection Date: October 10,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,500,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 21315,  Location: IN POCATELLO;BENTON ST. (Lat: 42.860000,  Lng: -112.446111),  Route carried "on" structure: City street 7151,  Year Built: 1967,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 27.25m (89.40ft),  Average Daily Traffic: 13,500 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,250 (year 2030),  Design Load: HS 20,  Features Intersected: FIRST AVE;UPRR;BENTON OP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.632,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 1),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Serious,  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: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.43m (89.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 11,  Bridge Improvement Cost: $4,600,000,  Roadway Improvement Cost: $460,000,  Total Project Cost: $6,900,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >>   Show street view

Structure Number: 2135,  Location: IN POCATELLO;GOULD ST (Lat: 42.873056,  Lng: -112.461944),  Route carried "on" structure: City street 7181,  Year Built: 1982,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 17,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,500 (year 2030),  Design Load: HS 20,  Features Intersected: HARRISON AVE;GOULD ST OP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.209,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 1),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $750,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 21355,  Location: IN POCATELLO;GOULD ST (Lat: 42.873611,  Lng: -112.461667),  Route carried "on" structure: City street 7181,  Year Built: 1982,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 17,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,500 (year 2030),  Design Load: HS 20,  Features Intersected: UPRR;GOULD ST OP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.229,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 1),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  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: 2.4m (7.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.08m (26.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $1,800,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $2,700,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 2136,  Location: IN POCATELLO;GOULD ST (Lat: 42.874167,  Lng: -112.458889),  Route carried "on" structure: City street 7181,  Year Built: 1982,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 17,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,500 (year 2030),  Design Load: HS 20,  Features Intersected: FIRST AVE;GOULD ST OP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.420,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 1),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $750,000 ( Estimate for 2004),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 21375,  Location: IN POCATELLO;CARSON ST. (Lat: 42.868333,  Lng: -112.466111),  Route carried "on" structure: City street 7221,  Year Built: 1950,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 4,000 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,000 (year 2030),  Design Load: H 15,  Features Intersected: PORTNEUF RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.023,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $408,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $612,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 21405,  Location: IN POCATELLO;CUSTER ST. (Lat: 42.865556,  Lng: -112.462778),  Route carried "on" structure: City street 7261,  Year Built: 1953,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,500 (year 2030),  Design Load: H 15,  Features Intersected: PORTNEUF RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 minimum criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Bridge Improvement Cost: $370,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $555,000 ( Estimate for 2004),  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: 2141,  Location: IN POCATELLO (Lat: 42.825833,  Lng: -112.407778),  Route carried "on" structure: City street 7271,  Year Built: 1932,  Status: Posted for load,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 2,300 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,450 (year 2030),  Design Load: H 15,  Features Intersected: PORTNEUF R(CHEYENNE OP)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.726,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 16.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 11,  Underwater Inspection Date: October 10,  Bridge Improvement Cost: $460,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $690,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 2143,  Location: IN POCATELLO;FREMONT ST. (Lat: 42.861389,  Lng: -112.457778),  Route carried "on" structure: City street 7301,  Year Built: 1968,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 2,100 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,150 (year 2030),  Design Load: H 15,  Features Intersected: PORTNEUF RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.462,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 21515,  Location: 2.0 S. POCATELLO (Lat: 42.842778,  Lng: -112.428056),  Route carried "on" structure: County highway 7391,  Year Built: 1967,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 7,400 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,100 (year 2030),  Design Load: HS 20,  Features Intersected: PORTNEUF RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 88.955,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 73,  Subroute: 1),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 2199,  Location: 1.0 N. 1.9 W. POCATELLO (Lat: 42.890556,  Lng: -112.485278),  Route carried "on" structure: County highway ,  Year Built: 1945,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 100 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 150 (year 2030),  Design Load: HS 20,  Features Intersected: PORTNEUF RIVER,  Facility Carried by Structure: KRAFT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.135,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: April 11,  Underwater Inspection Date: October 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 22151,  Location: IN POCATELLO (Lat: 42.891944,  Lng: -112.433333),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 3,100 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,650 (year 2030),  Design Load: HS 25,  Features Intersected: I 15;MONTE VISTA AVE GS,  Facility Carried by Structure: MONTE VISTA AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 161.977,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Inventory Rating: 40.5 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  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: 22175,  Location: IN POCATELLO;BENTON ST (Lat: 42.857222,  Lng: -112.450556),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 3,500 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,250 (year 2030),  Design Load: H 15,  Features Intersected: PORTNEUF RIVER,  Facility Carried by Structure: BENTON STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.174,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 11,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $525,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 2218,  Location: IN POCATELLO;CENTER ST (Lat: 42.859722,  Lng: -112.455000),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 2,850 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,275 (year 2030),  Design Load: H 15,  Features Intersected: PORTNEUF RIVER,  Facility Carried by Structure: CENTER STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 480.715,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 22185,  Location: IN POCATELLO;LEWIS ST (Lat: 42.858889,  Lng: -112.453611),  Route carried "on" structure: City street ,  Year Built: 1948,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 2,500 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,750 (year 2030),  Design Load: H 15,  Features Intersected: PORTNEUF RIVER,  Facility Carried by Structure: LEWIS STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.346,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 11,  Bridge Improvement Cost: $420,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $630,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 22196,  Location: IN POCATELLO; CLARK ST. (Lat: 42.860000,  Lng: -112.455278),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 400 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 600 (year 2030),  Design Load: HS 20,  Features Intersected: PORTNEUF RIVER,  Facility Carried by Structure: CLARK STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 161.224,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 52.6 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: 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 24 months,  Inspection Date: October 10,  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: 10911,  Location: 0.8 E. CHUBBUCK (Lat: 42.912500,  Lng: -112.451389),  Route carried "under" structure: County highway 7401,  Year Built: 2009,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 9,400 (year 2010),  Truck Traffic: 4%,  Features Intersected: HILINE ROAD GS,  Facility Carried by Structure: I 86 EBL
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.811,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

Find on map >>   Show street view

Structure Number: 10916,  Location: 0.8 E. CHUBBUCK (Lat: 42.913056,  Lng: -112.451389),  Route carried "under" structure: County highway 7401,  Year Built: 2010,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 9,400 (year 2010),  Truck Traffic: 4%,  Features Intersected: HILINE ROAD GS,  Facility Carried by Structure: I 86 WBL
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.848,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

Find on map >>   Show street view

Structure Number: 11225,  Location: 2.6 S. POCATELLO (Lat: 42.839167,  Lng: -112.410278),  Route carried "under" structure: Business Interstate 15,  Year Built: 1965,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 12,000 (year 2010),  Truck Traffic: 7%,  Features Intersected: I 15B;S.POCATELLO IC
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

Find on map >>   Show street view

Structure Number: 1123,  Location: 2.6 S. POCATELLO (Lat: 42.839722,  Lng: -112.410833),  Route carried "under" structure: Business Interstate 15,  Year Built: 1965,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 12,000 (year 2010),  Truck Traffic: 7%,  Features Intersected: I 15B;S.POCATELLO IC
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.235,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

Find on map >>   Show street view

Structure Number: 11235,  Location: 1.7 S. POCATELLO (Lat: 42.851944,  Lng: -112.415278),  Route carried "under" structure: City street 7441,  Year Built: 1964,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 1,800 (year 2010),  Truck Traffic: 3%,  Features Intersected: BARTON RD.GS,  Facility Carried by Structure: I 15 NBL
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 0.744,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.3m (37.1ft)

Find on map >>   Show street view

Structure Number: 1124,  Location: 1.7 S. POCATELLO (Lat: 42.851667,  Lng: -112.415556),  Route carried "under" structure: City street 7441,  Year Built: 1964,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 1,800 (year 2010),  Truck Traffic: 3%,  Features Intersected: BARTON RD.GS,  Facility Carried by Structure: I 15 SBL
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.071,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.3m (37.1ft)

Find on map >>   Show street view

Structure Number: 11245,  Location: 0.6 S. POCATELLO (Lat: 42.866944,  Lng: -112.421111),  Route carried "under" structure: City street 7461,  Year Built: 1964,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 4,000 (year 2010),  Truck Traffic: 4%,  Features Intersected: SMA 7461;E. TERRY ST,  Facility Carried by Structure: I 15 NBL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.695,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.3m (37.1ft)

Find on map >>   Show street view

Structure Number: 1125,  Location: 0.6 S. POCATELLO (Lat: 42.866944,  Lng: -112.421389),  Route carried "under" structure: City street 7461,  Year Built: 1964,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 4,000 (year 2010),  Truck Traffic: 4%,  Features Intersected: SMA 7461;E. TERRY ST,  Facility Carried by Structure: I 15 SBL
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.173,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.3m (37.1ft)

Find on map >>   Show street view

Structure Number: 11256,  Location: IN POCATELLO (Lat: 42.875000,  Lng: -112.425000),  Route carried "under" structure: City street 7341,  Year Built: 2007,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 15,000 (year 2010),  Truck Traffic: 2%,  Features Intersected: STP 7341; CENTER ST. IC.,  Facility Carried by Structure: I 15 NBL
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 483.895,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

Find on map >>   Show street view

Structure Number: 11261,  Location: IN POCATELLO (Lat: 42.875278,  Lng: -112.425278),  Route carried "under" structure: City street 7341,  Year Built: 2007,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 15,000 (year 2010),  Truck Traffic: 2%,  Features Intersected: STP 7341; CENTER ST. IC.,  Facility Carried by Structure: I 15 SBL
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 483.867,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

Find on map >>   Show street view

Structure Number: 11271,  Location: IN POCATELLO (Lat: 42.897500,  Lng: -112.435556),  Route carried "under" structure: Business Interstate 15,  Year Built: 1999,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 25,000 (year 2010),  Truck Traffic: 3%,  Features Intersected: I 15B;POCATELLO CREEK IC
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.883,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

Find on map >>   Show street view

Structure Number: 11276,  Location: IN POCATELLO (Lat: 42.897500,  Lng: -112.436111),  Route carried "under" structure: Business Interstate 15,  Year Built: 1998,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 25,000 (year 2010),  Truck Traffic: 3%,  Features Intersected: I 15B;POCATELLO CREEK IC
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 8.798,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

Find on map >>   Show street view

Structure Number: 2135,  Location: IN POCATELLO;GOULD ST (Lat: 42.873056,  Lng: -112.461944),  Route carried "under" structure: City street ,  Year Built: 1982,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 30 (year 2010),  Features Intersected: HARRISON AVE;GOULD ST OP,  Facility Carried by Structure: STP 7181;GOULD ST
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 162.067,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.7m (67.9ft)

Find on map >>   Show street view

Structure Number: 2136,  Location: IN POCATELLO;GOULD ST (Lat: 42.874167,  Lng: -112.458889),  Route carried "under" structure: City street ,  Year Built: 1982,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 30 (year 2010),  Features Intersected: FIRST AVE;GOULD ST OP,  Facility Carried by Structure: STP 7181;GOULD ST
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 162.695,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.7m (67.9ft)

Find on map >>   Show street view

Structure Number: 22151,  Location: IN POCATELLO (Lat: 42.891944,  Lng: -112.433333),  Route carried "under" structure: Interstate 15,  Year Built: 1997,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 32,000 (year 2010),  Truck Traffic: 9%,  Features Intersected: I 15;MONTE VISTA AVE GS,  Facility Carried by Structure: MONTE VISTA AVENUE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 113.547,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

Jump to a detailed profile or search site with Google Custom Search
Business Search - 14 Million verified businesses
Search for: near: 

Discuss this city on our hugely popular Idaho forum

Back to: Pocatello, ID, Idaho, All US cities.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2014 Advameg, Inc.