Bridge Statistics for Stayton, Oregon (OR) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 5351A066 00025,  Location: IN STAYTON (Lat: 44.795214,  Lng: -122.794425),  Route carried "on" structure: County highway C0066,  Year Built: 1965,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 9,060 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,444 (year 2026),  Design Load: HS 20,  Features Intersected: MAIN STAYTON CANAL,  Facility Carried by Structure: S. 1ST AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $327,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $523,000 ( Estimate for 2007),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6419A601 00001,  Location: 0.25 MI SOUTH STAYTON (Lat: 44.791558,  Lng: -122.794467),  Route carried "on" structure: County highway C0000,  Year Built: 1965,  Status: Open,  Structure Length: 24.45m (80.22ft),  Average Daily Traffic: 7,519 (year 2006),  Truck Traffic: 15%,  Average Future Daily Traffic: 13,792 (year 2026),  Design Load: HS 20,  Features Intersected: NORTH SANTIAM RIVER,  Facility Carried by Structure: COUNTY RD 601
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 6,  Length of Maximum Span: 61.0m (200.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Underwater Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17425 162 01153,  Location: 008.7 MI E OF SALEM (Lat: 44.830458,  Lng: -122.823614),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 5,835 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,819 (year 2026),  Design Load: HS 25,  Features Intersected: HWY 162 (OR 22),  Facility Carried by Structure: GOLF CLUB ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.20m (33.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $2,198,000,  Roadway Improvement Cost: $220,000,  Total Project Cost: $3,517,000 ( Estimate for 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: 47B0030066,  Location: 13 S OF HWY 22 (Lat: 44.798356,  Lng: -122.794364),  Route carried "on" structure: City street C0000,  Year Built: 1968,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 9,834 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,768 (year 2026),  Design Load: HS 20,  Features Intersected: SALEM DITCH,  Facility Carried by Structure: N. FIRST AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47B004,  Location: 01 N OF IDA STREET (Lat: 44.798206,  Lng: -122.793328),  Route carried "on" structure: City street C0000,  Year Built: 1965,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 2,185 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,277 (year 2026),  Design Load: H 20,  Features Intersected: SALEM DITCH,  Facility Carried by Structure: N. SECOND AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 29.9 metric tons,  Inventory Rating: 18.1 metric tons,  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 desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: November 2006,  Underwater Inspection Date: May 2006,  Bridge Improvement Cost: $115,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $184,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47B005,  Location: 01 N OF IDA STREET (Lat: 44.798108,  Lng: -122.792272),  Route carried "on" structure: City street C0000,  Year Built: 1970,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,841 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,934 (year 2026),  Design Load: HS 20,  Features Intersected: SALEM DITCH,  Facility Carried by Structure: N.THIRD AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.3 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: 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 24 months,  Inspection Date: November 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47B0070032,  Location: 03 E OF WILCO RD NO 32 (Lat: 44.799858,  Lng: -122.809803),  Route carried "on" structure: City street A0566,  Year Built: 1975,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 4,917 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,556 (year 2026),  Design Load: HS 20,  Features Intersected: SALEM DITCH,  Facility Carried by Structure: W WASH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: 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: November 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47B009,  Location: 01 S OF IDA STREET (Lat: 44.796139,  Lng: -122.805192),  Route carried "on" structure: City street C0000,  Year Built: 1970,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 81 (year 2006),  Average Future Daily Traffic: 136 (year 2026),  Design Load: HS 20,  Features Intersected: MAIN STAYTON CANAL,  Facility Carried by Structure: N. HOLLY AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  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: November 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47B01,  Location: 02 S OF IDA STREET (Lat: 44.793950,  Lng: -122.814706),  Route carried "on" structure: City street C0000,  Year Built: 1975,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 43 (year 2006),  Average Future Daily Traffic: 65 (year 2026),  Design Load: HS 20,  Features Intersected: MAIN STAYTON CANAL,  Facility Carried by Structure: JETTERS WAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.322,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 3.2m (10.5ft),  Out-to-Out Width: 3.6m (11.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $200,000 ( Estimate for 2007),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 47C102091600005,  Location: 021MI W JCT HWY22 & A566 (Lat: 44.795775,  Lng: -122.791819),  Route carried "on" structure: City street C0000,  Year Built: 1973,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 328 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 546 (year 2026),  Design Load: H 20,  Features Intersected: MAIN STAYTON CANAL,  Facility Carried by Structure: EAST WATER ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.9 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: October 2006,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47C103091600007,  Location: 020MI W JCT HWY22 & FA566 (Lat: 44.795881,  Lng: -122.791217),  Route carried "on" structure: City street C0000,  Year Built: 1973,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 328 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 546 (year 2026),  Design Load: H 20,  Features Intersected: MAIN STAYTON CANAL,  Facility Carried by Structure: N 4TH AVE.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 70.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47C95 969,  Location: 00.4 SOUTH OF SHAFF ROAD (Lat: 44.800586,  Lng: -122.814856),  Route carried "on" structure: County highway A0572,  Year Built: 1968,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 9,050 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,414 (year 2026),  Design Load: H 20,  Features Intersected: SALEM DITCH,  Facility Carried by Structure: WILCO ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 72.6 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17425 162 01153,  Location: 008.7 MI E OF SALEM (Lat: 44.830458,  Lng: -122.823614),  Route carried "under" structure: State highway 22,  Year Built: 1995,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 12,900 (year 2006),  Truck Traffic: 10%,  Features Intersected: HWY 162 (OR 22),  Facility Carried by Structure: GOLF CLUB ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 18.556,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.3m (174.9ft)