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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 18
Total length: 51 meters (167ft)
Total costs: $497,000
Total average daily traffic: 82,960
Total average daily truck traffic: 4,179
Total future (year 2026) average daily traffic: 124,440
National Bridge Inventory (NBI) Registered Bridges for Moscow

New bridges - Historical Statistics

  • 1910-1919: 2
  • 1920-1929: 0
  • 1930-1939: 0
  • 1940-1949: 1
  • 1950-1959: 4
  • 1960-1969: 1
  • 1970-1979: 4
  • 1980-1989: 1
  • 1990-1999: 3
  • 2000-2009: 2

Reconstructed bridges - Historical Statistics

  • 1930-1939: 1
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 10215,  Location: EAST SIDE OF MOSCOW (Lat: 46.722500,  Lng: -116.991389),  Route carried "on" structure: State highway 8,  Year Built: 1983,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 11,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,500 (year 2026),  Design Load: HS 20,  Features Intersected: PARADISE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.514,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18511,  Location: AT MOSCOW SCL (Lat: 46.713889,  Lng: -117.003611),  Route carried "on" structure: US 95,  Year Built: 2004,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 6,200 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,300 (year 2026),  Design Load: HS 25,  Features Intersected: S.FK. PALOUSE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 553.619,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  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: 18518,  Location: @ MOSCOW SCL (Lat: 46.725833,  Lng: -117.000556),  Route carried "on" structure: US 95,  Year Built: 2000,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 13,000 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,500 (year 2026),  Design Load: HS 25,  Features Intersected: PARADISE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 554.878,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 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: 1.7m (5.6ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2165,  Location: IN MOSCOW;E.'D' STREET (Lat: 46.737500,  Lng: -116.976667),  Route carried "on" structure: City street 7754,  Year Built: 1950,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,600 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,400 (year 2026),  Design Load: HS 20,  Features Intersected: PARADISE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.788,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.9 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006
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Structure Number: 217,  Location: IN MOSCOW;W.6TH ST. (Lat: 46.730000,  Lng: -117.006667),  Route carried "on" structure: City street 7664,  Year Built: 1916,  Year Reconstructed: 1939,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 9,000 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,500 (year 2026),  Design Load: H 15,  Features Intersected: PARADISE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 34.2 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21705,  Location: IN MOSCOW;E. 6TH ST. (Lat: 46.730278,  Lng: -116.981389),  Route carried "on" structure: City street 7664,  Year Built: 1950,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,500 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,250 (year 2026),  Design Load: HS 20,  Features Intersected: PARADISE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.538,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 45.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006
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Structure Number: 2171,  Location: IN MOSCOW;6TH & MTN-VIEW (Lat: 46.729722,  Lng: -116.980278),  Route carried "on" structure: City street 7674,  Year Built: 1993,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 6,100 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,150 (year 2026),  Design Load: HS 20,  Features Intersected: PARADISE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.203,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 45.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006
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Structure Number: 21715,  Location: IN MOSCOW;HILLCREST-MTN V (Lat: 46.733333,  Lng: -116.988889),  Route carried "on" structure: City street 7674,  Year Built: 1992,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 5,700 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,550 (year 2026),  Design Load: HS 20,  Features Intersected: PARADISE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.029,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 45.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006
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Structure Number: 21718,  Location: MTN VIEW @ WHITE AVE. (Lat: 46.723333,  Lng: -116.980278),  Route carried "on" structure: City street 7674,  Year Built: 1997,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 5,500 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,250 (year 2026),  Design Load: HS 20,  Features Intersected: PARADISE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.463,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 45.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006
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Structure Number: 21735,  Location: IN MOSCOW;U I ACCESS SH 8 (Lat: 46.731944,  Lng: -117.024722),  Route carried "on" structure: City street 7704,  Year Built: 1953,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 6,900 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,350 (year 2026),  Design Load: HS 20,  Features Intersected: PARADISE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.076,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 45.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006
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Structure Number: 2175,  Location: IN MOSCOW;JOSEPH-MEADOW (Lat: 46.726667,  Lng: -116.975278),  Route carried "on" structure: City street 7724,  Year Built: 1940,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,600 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,400 (year 2026),  Design Load: H 15,  Features Intersected: PARADISE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.419,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 18.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $216,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $324,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2952,  Location: IN MOSCOW (Lat: 46.713889,  Lng: -117.006111),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 490 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 735 (year 2026),  Design Load: HS 15,  Features Intersected: S.FK.PALOUSE RIVER,  Facility Carried by Structure: SAND ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.189,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.35m (7.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $115,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $173,000 ( Estimate for 2001),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2973,  Location: IN MOSCOW;BLAINE AT WHITE (Lat: 46.723333,  Lng: -116.985000),  Route carried "on" structure: City street 7594,  Year Built: 1972,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 5,200 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,800 (year 2026),  Design Load: HS 15,  Features Intersected: PARADISE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.317,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 29735,  Location: IN MOSCOW;BRIDGE ST ECL (Lat: 46.737500,  Lng: -116.976667),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 150 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 225 (year 2026),  Design Load: H 20,  Features Intersected: PARADISE CREEK,  Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 161.027,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.4 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: 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: Bituminous
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Structure Number: 2974,  Location: IN MOSCOW;N.OF D ST. (Lat: 46.738333,  Lng: -116.973889),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 400 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 600 (year 2026),  Design Load: H 15,  Features Intersected: PARADISE CREEK,  Facility Carried by Structure: EISENHOWER STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 161.026,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 34.2 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 29745,  Location: IN MOSCOW;COLLEGE ST (Lat: 46.727500,  Lng: -117.004722),  Route carried "on" structure: City street ,  Year Built: 1915,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,600 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,900 (year 2026),  Design Load: H 20,  Features Intersected: PARADISE CREEK,  Facility Carried by Structure: COLLEGE STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 161.119,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.7 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2975,  Location: IN MOSCOW;U OF I CAMPUS (Lat: 46.731667,  Lng: -117.011667),  Route carried "on" structure: City street 7554,  Year Built: 1967,  Status: Open,  Structure Length: 32.34m (106.10ft),  Average Daily Traffic: 4,000 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,000 (year 2026),  Design Load: HS 20,  Features Intersected: PARADISE CR;CAMPUS RD BR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.183,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 45.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 29755,  Location: AT MOSCOW WCL (Lat: 46.731667,  Lng: -117.033056),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 20 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 30 (year 2026),  Design Load: H 15,  Features Intersected: PARADISE CREEK,  Facility Carried by Structure: ACCESS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 160.998,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  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

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