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


  • National Bridge Inventory (NBI) Statistics
  • 22Number of bridges
  • 50m164ftTotal length
  • $4,756,000Total costs
  • 519,380Total average daily traffic
  • 31,948Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Meridian
  • No street view available for this location

New bridges - Historical Statistics

  • 51960-1969
  • 31980-1989
  • 71990-1999
  • 62000-2009
  • 12010-2015

Reconstructed bridges - Historical Statistics

  • 11980-1989
  • 01990-1999
  • 22000-2009
  • 12010-2015

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 1515,  Location: 1.0 S. MERIDIAN (Lat: 43.591389,  Lng: -116.393611),  Route carried "on" structure: State highway 69,  Year Built: 1963,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 31,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 46,500 (year 2034),  Design Load: HS 20,  Features Intersected: TEN MILE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.869,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 26.9m (88.3ft),  Out-to-Out Width: 41.8m (137.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1565,  Location: 0.5 W. MERIDIAN (Lat: 43.593333,  Lng: -116.398611),  Route carried "on" structure: Interstate 84,  Year Built: 1965,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 93,000 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 139,500 (year 2034),  Design Load: HS 20,  Features Intersected: TEN MILE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 70.475,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 54.9m (180.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 56.7m (186.0ft),  Out-to-Out Width: 73.5m (241.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1977,  Location: 2.0 W. MERIDIAN (Lat: 43.605833,  Lng: -116.433611),  Route carried "on" structure: County highway 9183,  Year Built: 1990,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 16,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 24,000 (year 2034),  Design Load: HS 20,  Features Intersected: TEN MILE DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 178.334,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 25.8m (84.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 90.6 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 48 months,  Inspection Date: Febuary 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19775,  Location: 1.7 N. 2.0 W. MERIDIAN (Lat: 43.636944,  Lng: -116.433611),  Route carried "on" structure: County highway 9183,  Year Built: 1967,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 8,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,000 (year 2034),  Design Load: HS 15,  Features Intersected: FIVE MILE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 181.793,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 13,  Bridge Improvement Cost: $430,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $644,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2189,  Location: 1.0 S. 0.1 E. MERIDIAN (Lat: 43.590278,  Lng: -116.392778),  Route carried "on" structure: County highway 7563,  Year Built: 1986,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 17,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 25,500 (year 2034),  Design Load: HS 20,  Features Intersected: TEN MILE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.060,  Lanes on structure: 7,  Owner: County Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 47.2 metric tons,  Inventory Rating: 28.1 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 14
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Structure Number: 25775,  Location: 0.9 S. 0.4 W. MERIDIAN (Lat: 43.597500,  Lng: -116.399167),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 80 (year 2014),  Truck Traffic: 13%,  Average Future Daily Traffic: 120 (year 2034),  Design Load: HS 20,  Features Intersected: TEN MILE CREEK,  Facility Carried by Structure: WALTMAN LANE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 161.286,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum 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 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 25876,  Location: 2.2 S. 1.1 W. MERIDIAN (Lat: 43.581944,  Lng: -116.413611),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 1,600 (year 2014),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,400 (year 2034),  Design Load: HS 25,  Features Intersected: RIDENBAUGH CANAL,  Facility Carried by Structure: LINDER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.212,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Galvanized Reinforcing
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Structure Number: 25998,  Location: IN MERIDIAN (Lat: 43.604722,  Lng: -116.375556),  Route carried "on" structure: City street 3856,  Year Built: 2004,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 16,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,000 (year 2034),  Design Load: HS 25,  Features Intersected: FIVE MILE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.626,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 67.1 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26091,  Location: 2.0 S. 1.9 E. MERIDIAN (Lat: 43.582500,  Lng: -116.354444),  Route carried "on" structure: County highway 8963,  Year Built: 2011,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 20,000 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 30,000 (year 2034),  Design Load: HS 25,  Features Intersected: RIDENBAUGH CANAL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 56.960,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26096,  Location: 1.5 N. 1.2 W. MERIDIAN (Lat: 43.633889,  Lng: -116.415278),  Route carried "on" structure: County highway 7143,  Year Built: 1991,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 7,900 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,850 (year 2034),  Design Load: HS 25,  Features Intersected: FIVE MILE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 168.836,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26098,  Location: 2.0 S. 2.4 E. MERIDIAN (Lat: 43.582778,  Lng: -116.344444),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 200 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 300 (year 2034),  Features Intersected: RIDENBAUGH CANAL,  Facility Carried by Structure: S. KNAPP AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 160.982,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  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: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26133,  Location: IN BOISE (Lat: 43.578889,  Lng: -116.374722),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 9,700 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,550 (year 2034),  Design Load: HS 25,  Features Intersected: EIGHT MILE LATERAL,  Facility Carried by Structure: LOCUST GROVE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 26.187,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 47.2 metric tons,  Inventory Rating: 28.1 metric tons,  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: March 13,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26135,  Location: 3.2 S. 0.8 E. MERIDIAN (Lat: 43.566111,  Lng: -116.374444),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,500 (year 2034),  Design Load: HS 20,  Features Intersected: RIDENBAUGH CANAL,  Facility Carried by Structure: LOCUST GROVE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 24.731,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26137,  Location: 1.8 SE MERIDIAN (Lat: 43.593611,  Lng: -116.374444),  Route carried "on" structure: City street 9783,  Year Built: 2008,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 14,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,000 (year 2034),  Features Intersected: I 84;LOCUST GROVE GS
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 27.731,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 67.1 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2615,  Location: 2.5 S. 1.5 E. MERIDIAN (Lat: 43.575833,  Lng: -116.361389),  Route carried "on" structure: County highway ,  Year Built: 1964,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 6,500 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,750 (year 2034),  Design Load: HS 20,  Features Intersected: RIDENBAUGH CANAL,  Facility Carried by Structure: VICTORY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.101,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 34.5 metric tons,  Inventory Rating: 20.9 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26183,  Location: 2.0 S. 0.7 E. MERIDIAN (Lat: 43.576389,  Lng: -116.377778),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 200 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 300 (year 2034),  Design Load: HS 25,  Features Intersected: TEN MILE CREEK,  Facility Carried by Structure: S. BAILEY WAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 161.012,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 13,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 26195,  Location: 2.5 S. 0.5 W. MERIDIAN (Lat: 43.575556,  Lng: -116.400556),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,600 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,900 (year 2034),  Design Load: HS 20,  Features Intersected: RIDENBAUGH CANAL,  Facility Carried by Structure: VICTORY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.725,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26233,  Location: IN MERIDIAN (Lat: 43.621944,  Lng: -116.392500),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 100 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2034),  Design Load: HS 25,  Features Intersected: FIVE MILE CREEK,  Facility Carried by Structure: E. CARMEL DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.193,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2628,  Location: 1.7 E. MERIDIAN (Lat: 43.596111,  Lng: -116.354722),  Route carried "on" structure: State highway 55,  Year Built: 1990,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 37,500 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 56,250 (year 2034),  Design Load: HS 25,  Features Intersected: I 84 EB-WB;EAGLE RD IC
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 58.450,  Lanes on structure: 5,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: SH0,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.17m (26.80ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 14,  Bridge Improvement Cost: $2,742,000,  Roadway Improvement Cost: $274,000,  Total Project Cost: $4,112,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26346,  Location: 0.3 N. MERIDIAN (Lat: 43.623889,  Lng: -116.393611),  Route carried "on" structure: City street 7093,  Year Built: 1991,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 15,000 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,500 (year 2034),  Design Load: HS 25,  Features Intersected: FIVE MILE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.827,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26137,  Location: 1.8 SE MERIDIAN (Lat: 43.593611,  Lng: -116.374444),  Route carried "under" structure: Interstate 84,  Year Built: 2008,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 103,500 (year 2014),  Truck Traffic: 8%,  Features Intersected: I 84;LOCUST GROVE GS,  Facility Carried by Structure: SMA9783;LOCUST GRV
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 72.425,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.9m (9.5ft)

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Structure Number: 2628,  Location: 1.7 E. MERIDIAN (Lat: 43.596111,  Lng: -116.354722),  Route carried "under" structure: Interstate 84,  Year Built: 1990,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 116,500 (year 2014),  Truck Traffic: 6%,  Features Intersected: I 84 EB-WB;EAGLE RD IC,  Facility Carried by Structure: SH 55;EAGLE ROAD
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 74.073,  Lanes on structure: 5,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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