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Bridge Statistics for Pocatello, Idaho (ID) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Pocatello, ID, Idaho, Idaho forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 45 Total length: 207 meters (679ft) Total costs: $22,536,000 Total average daily traffic: 532,310 Total average daily truck traffic: 51,917 National Bridge Inventory (NBI) Registered Bridges for Pocatello
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: P433, Location: 5KM N OF I-86 AT SR30 EXI (Lat: 42.935056, Lng: -112.545000), Route carried "on" structure: Federal lands road 152, Year Built: 1960, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 600 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 1,200 (year 2027), 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: 8.8m (28.9ft), Skew: 4 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: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 39.2 metric tons, Inventory Rating: 23.7 metric tons, Structural Evaluation: Meets minimum limits, 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 2007, Bridge Improvement Cost: $650,000, Roadway Improvement Cost: $40,000, Total Project Cost: $800,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
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: 22,000 (year 2006), Truck Traffic: 13%, Average Future Daily Traffic: 33,000 (year 2026), Design Load: HS 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: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 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, 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 2006, Other Special Inspection Date: April 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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: 22,000 (year 2006), Truck Traffic: 13%, Average Future Daily Traffic: 33,000 (year 2026), Design Load: HS 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: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 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, 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 2006, Other Special Inspection Date: April 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11225, Location: 2.6 S. POCATELLO (Lat: 42.840000, Lng: -112.410833), Route carried "on" structure: Interstate 15, Year Built: 1965, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 16,500 (year 2006), Truck Traffic: 19%, Average Future Daily Traffic: 24,750 (year 2026), 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: 51.7 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: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,197,000, Roadway Improvement Cost: $12,000, Total Project Cost: $1,796,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1123, Location: 2.6 S. POCATELLO (Lat: 42.840000, Lng: -112.411111), Route carried "on" structure: Interstate 15, Year Built: 1965, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 16,500 (year 2006), Truck Traffic: 19%, Average Future Daily Traffic: 24,750 (year 2026), 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: 52.6 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: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,197,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,796,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11235, Location: 1.7 S. POCATELLO (Lat: 42.851667, Lng: -112.415000), Route carried "on" structure: Interstate 15, Year Built: 1964, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 18,000 (year 2006), Truck Traffic: 17%, Average Future Daily Traffic: 27,000 (year 2026), 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: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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: 18,000 (year 2006), Truck Traffic: 17%, Average Future Daily Traffic: 27,000 (year 2026), 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: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11245, Location: 0.6 S. POCATELLO (Lat: 42.867222, Lng: -112.421111), Route carried "on" structure: Interstate 15, Year Built: 1964, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 18,000 (year 2006), Truck Traffic: 17%, Average Future Daily Traffic: 27,000 (year 2026), 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: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1125, Location: 0.6 S. POCATELLO (Lat: 42.867222, Lng: -112.421667), Route carried "on" structure: Interstate 15, Year Built: 1964, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 18,000 (year 2006), Truck Traffic: 17%, Average Future Daily Traffic: 27,000 (year 2026), 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: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 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: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $778,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,167,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11256, Location: IN POCATELLO (Lat: 42.875556, Lng: -112.425000), Route carried "on" structure: Interstate 15, Year Built: 2007, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 18,000 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 27,000 (year 2027), Design Load: HS 25, Features Intersected: STP 7341; CENTER ST. IC. Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 111.663, 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: Excellent, Substructure: Excellent, Operating Rating: 57.2 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 11261, Location: IN POCATELLO (Lat: 42.876111, Lng: -112.425278), Route carried "on" structure: Interstate 15, Year Built: 2007, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 18,000 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 27,000 (year 2027), Design Load: HS 25, 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: Excellent, Substructure: Excellent, Operating Rating: 57.2 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior 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: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
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: 31,500 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 47,250 (year 2026), 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: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
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: 31,500 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 47,250 (year 2026), 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: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 57.2 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable 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 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 13696, Location: POCATELLO WCL (Lat: 42.906944, Lng: -112.511111), Route carried "on" structure: US 30, Year Built: 2000, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 5,400 (year 2006), Truck Traffic: 16%, Average Future Daily Traffic: 8,100 (year 2026), 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: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Other Coated Reinforcing Find on map >>
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: 18,000 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 27,000 (year 2026), Design Load: HS 25, Features Intersected: UPRR;QUINN ROAD OP Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 127.379, 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
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: 5,100 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 7,650 (year 2026), Design Load: HS 20, Features Intersected: PORTNEUF RIVER Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.525, 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 2007, Underwater Inspection Date: September 2005, 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 >>
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: 5,100 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 7,650 (year 2026), Design Load: HS 20, Features Intersected: PORTNEUF RIVER Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.127, 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: Good, 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 2007, Underwater Inspection Date: September 2005, 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 >>
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: 14,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 21,000 (year 2026), Design Load: HS 20, Features Intersected: FIRST AVE;UPRR;BENTON OP Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.660, 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: Good, Superstructure: Satisfactory, Substructure: Poor, 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: Meets minimum limits, 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 2007, 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 >>
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: 18,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 27,000 (year 2026), Design Load: HS 20, Features Intersected: HARRISON AVE;GOULD ST OP Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.135, 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: Slab, 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: 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: 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 2006, 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 >>
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: 18,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 27,000 (year 2026), Design Load: HS 20, Features Intersected: UPRR;GOULD ST OP Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.156, 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: Slab, 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: Good, 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 2006, Bridge Improvement Cost: $1,800,000, Roadway Improvement Cost: $180,000, Total Project Cost: $2,700,000 ( Estimate for 2004), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
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: 18,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 27,000 (year 2026), Design Load: HS 20, Features Intersected: FIRST AVE;GOULD ST OP Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.504, 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: Slab, 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: 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: 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 2006, 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 >>
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: 3,400 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 5,100 (year 2026), Design Load: H 15, Features Intersected: PORTNEUF RIVER Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.050, 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 2007, 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 >>
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: 6,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 9,000 (year 2026), Design Load: H 15, Features Intersected: PORTNEUF RIVER Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.911, 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: Poor, Superstructure: Fair, 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: Somewhat better than minimum adequacy, 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 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $370,000, Roadway Improvement Cost: $37,000, Total Project Cost: $555,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2141, Location: IN POCATELLO;S.2ND AVE. (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 2006), Truck Traffic: 10%, Average Future Daily Traffic: 3,450 (year 2026), Design Load: H 15, Features Intersected: PORTNEUF RIVER Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.766, 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: Poor, Superstructure: Fair, Substructure: Serious, 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: High priority of corrective action, 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 6 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2007, Underwater Inspection Date: September 2005, 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 >>
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: 2,500 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 3,750 (year 2026), Design Load: H 15, Features Intersected: PORTNEUF RIVER Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.476, 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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: 8,300 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 12,450 (year 2026), 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: Good, 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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 2006), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2026), Design Load: HS 20, Features Intersected: PORTNEUF RIVER, Facility Carried by Structure: KRAFT ROAD Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 16.147, 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: Good, Superstructure: Good, 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 2007, Underwater Inspection Date: September 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22151, Location: IN POCATELLO (Lat: 42.892222, 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 2006), Truck Traffic: 10%, Average Future Daily Traffic: 4,650 (year 2026), 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
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: 3,700 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 5,550 (year 2026), Design Load: H 15, Features Intersected: PORTNEUF RIVER, Facility Carried by Structure: BENTON STREET Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 16.185, 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: Fair, Superstructure: Satisfactory, 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 24 months, Inspection Date: April 2007, 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 >>
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 2006), Truck Traffic: 10%, Average Future Daily Traffic: 4,275 (year 2026), Design Load: H 15, Features Intersected: PORTNEUF RIVER, Facility Carried by Structure: CENTER STREET Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 480.660, 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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 2006), Truck Traffic: 10%, Average Future Daily Traffic: 3,750 (year 2026), Design Load: H 15, Features Intersected: PORTNEUF RIVER, Facility Carried by Structure: LEWIS STREET Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 16.277, 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: Fair, 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 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $330,000, Roadway Improvement Cost: $33,000, Total Project Cost: $495,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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 2006), Truck Traffic: 10%, Average Future Daily Traffic: 600 (year 2026), 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: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable 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 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 11225, Location: 2.6 S. POCATELLO (Lat: 42.840000, Lng: -112.410833), Route carried "under" structure: Business Interstate 15, Year Built: 1965, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 11,000 (year 2006), Truck Traffic: 7%, Features Intersected: I 15B;S.POCATELLO IC Minimum Vertical Clearance: 0.60m (1.97ft), 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 >>
Structure Number: 1123, Location: 2.6 S. POCATELLO (Lat: 42.840000, Lng: -112.411111), Route carried "under" structure: Business Interstate 15, Year Built: 1965, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 11,000 (year 2006), Truck Traffic: 7%, Features Intersected: I 15B;S.POCATELLO IC Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 0.225, 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 >>
Structure Number: 11235, Location: 1.7 S. POCATELLO (Lat: 42.851667, Lng: -112.415000), Route carried "under" structure: City street 7441, Year Built: 1964, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,400 (year 2006), Truck Traffic: 4%, Features Intersected: BARTON RD.GS, Facility Carried by Structure: I 15 NBL Minimum Vertical Clearance: 4.79m (15.72ft), Kilometerpoint: 0.686, 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 >>
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: 1,400 (year 2006), Truck Traffic: 4%, Features Intersected: BARTON RD.GS, Facility Carried by Structure: I 15 SBL Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 0.716, 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 >>
Structure Number: 11245, Location: 0.6 S. POCATELLO (Lat: 42.867222, Lng: -112.421111), Route carried "under" structure: City street 7461, Year Built: 1964, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 5,300 (year 2006), Truck Traffic: 3%, Features Intersected: SMA 7461;E. TERRY ST, Facility Carried by Structure: I 15 NBL Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 1.714, 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 >>
Structure Number: 1125, Location: 0.6 S. POCATELLO (Lat: 42.867222, Lng: -112.421667), Route carried "under" structure: City street 7461, Year Built: 1964, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 5,300 (year 2006), Truck Traffic: 3%, Features Intersected: SMA 7461;E. TERRY ST, Facility Carried by Structure: I 15 SBL Minimum Vertical Clearance: 4.88m (16.01ft), 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 >>
Structure Number: 11256, Location: IN POCATELLO (Lat: 42.875556, 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 2007), 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: 483.945, 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 >>
Structure Number: 11261, Location: IN POCATELLO (Lat: 42.876111, 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 2007), 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: 483.946, 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 >>
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 2006), 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 >>
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 2006), 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 >>
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 2006), 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: Slab, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
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 2006), 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: Slab, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 22151, Location: IN POCATELLO (Lat: 42.892222, Lng: -112.433333), Route carried "under" structure: Interstate 15, Year Built: 1997, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 31,500 (year 2006), Truck Traffic: 10%, Features Intersected: I 15;MONTE VISTA AVE GS, Facility Carried by Structure: MONTE VISTA AVENUE Minimum Vertical Clearance: 5.26m (17.26ft), 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) Discuss this city on our hugely popular Idaho forum Back to: Pocatello, ID, Idaho, All US cities.
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