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

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Structure Number: 2259C001 29097,  Location: 1.1 MI N OF TUALATIN R. (Lat: 45.403200,  Lng: -122.744703),  Route carried "on" structure: Interstate 5,  Year Built: 1975,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 153,900 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 191,700 (year 2026),  Design Load: HS 20,  Features Intersected: P&W RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 468.271,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 43.3m (142.1ft),  Out-to-Out Width: 44.2m (145.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2532 01W 00921,  Location: AT TIGARD CC (Lat: 45.431283,  Lng: -122.771892),  Route carried "on" structure: State highway 99,  Year Built: 1940,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 45,114 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 51,809 (year 2026),  Design Load: H 15,  Features Intersected: PNWR,  Facility Carried by Structure: HWY 1W
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.822,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.50m (34.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $2,278,000,  Roadway Improvement Cost: $228,000,  Total Project Cost: $3,644,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2533 01W 00937,  Location: AT TIGARD CC (Lat: 45.429767,  Lng: -122.774219),  Route carried "on" structure: State highway 99,  Year Built: 1940,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 45,114 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 51,809 (year 2026),  Design Load: H 15,  Features Intersected: FANNO CREEK,  Facility Carried by Structure: HWY 1W
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.080,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 15.9m (52.2ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 30.8 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: Meets minimum limits,  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: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4968 141 00573,  Location: 2.9 MI S OF HWY 143 (Lat: 45.424086,  Lng: -122.765761),  Route carried "on" structure: State highway ,  Year Built: 1965,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 14,600 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,200 (year 2026),  Design Load: HS 20,  Features Intersected: FANNO CREEK,  Facility Carried by Structure: HWY 141
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.222,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2006,  Underwater Inspection Date: April 2003,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7726A001C29342,  Location: 3.5 MI N OF TUALATIN RV (Lat: 45.436911,  Lng: -122.744203),  Route carried "on" structure: Ramp City street ,  Year Built: 1985,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 11,723 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,618 (year 2026),  Design Load: HS 20,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: HAINES ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 471.956,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $1,628,000,  Roadway Improvement Cost: $163,000,  Total Project Cost: $2,604,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7728A001C2913,  Location: 1.5 MI N OF TUALATIN RV (Lat: 45.407917,  Lng: -122.743983),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 27,583 (year 2006),  Truck Traffic: 17%,  Average Future Daily Traffic: 45,375 (year 2026),  Design Load: HS 20,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: UPPER BOONES FERRY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 468.802,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 44.8m (147.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7758D01WC00788,  Location: 1.3 MI N OF TIGARD CC (Lat: 45.443072,  Lng: -122.740100),  Route carried "on" structure: Ramp State highway 99,  Year Built: 1985,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 12,211 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,004 (year 2026),  Design Load: HS 25,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: HWY 1W NB TO 1 NB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.585,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  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: 9454 141 00471,  Location: 0.3 MI N OF HWY 1-W (Lat: 45.437675,  Lng: -122.765378),  Route carried "on" structure: State highway 141,  Year Built: 1966,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 10,600 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,500 (year 2026),  Design Load: HS 20,  Features Intersected: OR 217 (HWY 144)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.580,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 46.3m (151.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9519 01W 00865,  Location: 0.6 MI N OF TIGARD CC (Lat: 45.435169,  Lng: -122.761789),  Route carried "on" structure: State highway 99,  Year Built: 1967,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 51,809 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 56,032 (year 2026),  Design Load: HS 20,  Features Intersected: OR 217 (HWY 144)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.921,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9565 144 00669,  Location: 0.8 MI S OF HWY 1-W (Lat: 45.426164,  Lng: -122.751656),  Route carried "on" structure: Ramp City street ,  Year Built: 1967,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 12,731 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,566 (year 2026),  Design Load: H 20,  Features Intersected: HWY 144,  Facility Carried by Structure: 72ND AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.767,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.9 metric tons,  Inventory Rating: 18.1 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.80m (28.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,515,000,  Roadway Improvement Cost: $151,000,  Total Project Cost: $2,424,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M080 144 00511,  Location: 0.8 MI N OF HWY 1W (Lat: 45.442214,  Lng: -122.774339),  Route carried "on" structure: State highway ,  Year Built: 1970,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 116,400 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 121,700 (year 2026),  Design Load: HS 20,  Features Intersected: ASHBROOK CREEK,  Facility Carried by Structure: OR 217 (HWY 144)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.224,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: 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: June 2006

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Structure Number: 13574 144C00495,  Location: 0.7 N TIGARD CC (Lat: 45.443642,  Lng: -122.777256),  Route carried "on" structure: Ramp State highway 217,  Year Built: 1973,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 14,322 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,175 (year 2026),  Design Load: HS 20,  Features Intersected: HWY 144,  Facility Carried by Structure: GREENBURG ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.966,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17970 141 00756,  Location: 15 MI W BOONES FERRY RD. (Lat: 45.403383,  Lng: -122.754992),  Route carried "on" structure: City street C0141,  Year Built: 1996,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 20,051 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 28,644 (year 2026),  Design Load: HS 25,  Features Intersected: FANNO CREEK,  Facility Carried by Structure: DURHAM ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 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: November 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18014,  Location: 0010 SOUTH TIGARD ST (Lat: 45.431444,  Lng: -122.776511),  Route carried "on" structure: City street C0000,  Year Built: 1998,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 3,341 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,365 (year 2026),  Design Load: HS 25,  Features Intersected: FANNO CREEK,  Facility Carried by Structure: GRANT AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 14.1m (46.3ft)

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: 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: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18015 2439,  Location: 003 MI SOUTH TIGARD ST (Lat: 45.433503,  Lng: -122.785383),  Route carried "on" structure: City street C0000,  Year Built: 1998,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 5,570 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,519 (year 2026),  Design Load: HS 20,  Features Intersected: FANNO CREEK,  Facility Carried by Structure: TIEDEMAN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable 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: 18480 001C29225,  Location: 2.63 MI N OF TUALATIN RV (Lat: 45.421022,  Lng: -122.744078),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 2001,  Status: Open,  Structure Length: 44.88m (147.24ft),  Average Daily Traffic: 44,506 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 66,200 (year 2026),  Design Load: HS 25,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: HWY 1NB TO HWY 144
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 470.331,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 59.1m (193.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  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: 67T001,  Location: 0025 MI SOUTH PACIFIC HWY (Lat: 45.429356,  Lng: -122.773811),  Route carried "on" structure: Business City street C0000,  Year Built: 1991,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 11,139 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,914 (year 2026),  Design Load: HS 20,  Features Intersected: FANNO CREEK,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  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: 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: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 67T002,  Location: 0005 WEST OF TIEDEMAN (Lat: 45.436294,  Lng: -122.784186),  Route carried "on" structure: City street C0000,  Year Built: 1958,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 4,456 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,941 (year 2026),  Design Load: H 20,  Features Intersected: FANNO CREEK,  Facility Carried by Structure: TIGARD STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $202,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $323,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 67T00412540005,  Location: 005 MI WEST INTERSTATE 5 (Lat: 45.498444,  Lng: -122.754789),  Route carried "on" structure: City street C0000,  Year Built: 1971,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 9,469 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,731 (year 2026),  Design Load: HS 20,  Features Intersected: FANNO CREEK,  Facility Carried by Structure: S W BONITA ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: 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: 67T006,  Location: 0010 W GREENBURG RD (Lat: 45.438994,  Lng: -122.782808),  Route carried "on" structure: City street C0000,  Year Built: 1962,  Status: Posted for load,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 4,456 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,941 (year 2026),  Design Load: HS 15,  Features Intersected: FANNO CREEK,  Facility Carried by Structure: NORTH DAKOTA ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  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: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $154,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $246,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 67T0099207,  Location: 001 MI SOUTH HWY 217 (Lat: 45.440436,  Lng: -122.779825),  Route carried "on" structure: City street C0000,  Year Built: 1989,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 22,279 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 31,827 (year 2026),  Design Load: HS 25,  Features Intersected: ASH CREEK,  Facility Carried by Structure: GREENBURG ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.484,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 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: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 67T010117600008,  Location: 001 MI W HALL BLVD (Lat: 45.444361,  Lng: -122.765894),  Route carried "on" structure: City street C0000,  Year Built: 1972,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,838 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,546 (year 2026),  Design Load: HS 20,  Features Intersected: ASH CREEK,  Facility Carried by Structure: S W OAK STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.1 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: 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 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2258A001 28991,  Location: 0.1 MI N OF TUALATIN RVR. (Lat: 45.388500,  Lng: -122.750325),  Route carried "under" structure: Interstate 5,  Year Built: 1975,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 144,707 (year 2006),  Truck Traffic: 10%,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: PNWR
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 466.581,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 7726A001C29342,  Location: 3.5 MI N OF TUALATIN RV (Lat: 45.436911,  Lng: -122.744203),  Route carried "under" structure: Interstate 5,  Year Built: 1985,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 75,616 (year 2006),  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: HAINES ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 471.956,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 7728A001C2913,  Location: 1.5 MI N OF TUALATIN RV (Lat: 45.407917,  Lng: -122.743983),  Route carried "under" structure: Interstate 5,  Year Built: 1975,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 155,800 (year 2006),  Truck Traffic: 10%,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: UPPER BOONES FERRY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 468.802,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 7758D01WC00788,  Location: 1.3 MI N OF TIGARD CC (Lat: 45.443072,  Lng: -122.740100),  Route carried "under" structure: Interstate 5,  Year Built: 1985,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 42,398 (year 2006),  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: HWY 1W NB TO 1 NB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.585,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 9454 141 00471,  Location: 0.3 MI N OF HWY 1-W (Lat: 45.437675,  Lng: -122.765378),  Route carried "under" structure: State highway 217,  Year Built: 1966,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 116,400 (year 2006),  Truck Traffic: 4%,  Features Intersected: OR 217 (HWY 144),  Facility Carried by Structure: HWY 141
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.109,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 9519 01W 00865,  Location: 0.6 MI N OF TIGARD CC (Lat: 45.435169,  Lng: -122.761789),  Route carried "under" structure: State highway 217,  Year Built: 1967,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 104,751 (year 2006),  Truck Traffic: 3%,  Features Intersected: OR 217 (HWY 144),  Facility Carried by Structure: OR 99W (HWY 001W)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.495,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 9565 144 00669,  Location: 0.8 MI S OF HWY 1-W (Lat: 45.426164,  Lng: -122.751656),  Route carried "under" structure: State highway 217,  Year Built: 1967,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 106,200 (year 2006),  Truck Traffic: 3%,  Features Intersected: HWY 144,  Facility Carried by Structure: 72ND AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.767,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 13574 144C00495,  Location: 0.7 N TIGARD CC (Lat: 45.443642,  Lng: -122.777256),  Route carried "under" structure: State highway 217,  Year Built: 1973,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 116,400 (year 2006),  Truck Traffic: 4%,  Features Intersected: HWY 144,  Facility Carried by Structure: GREENBURG ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.966,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 18480 001C29225,  Location: 2.63 MI N OF TUALATIN RV (Lat: 45.421022,  Lng: -122.744078),  Route carried "under" structure: Interstate 5,  Year Built: 2001,  Structure Length: 44.88m (147.24ft),  Average Daily Traffic: 107,100 (year 2006),  Truck Traffic: 11%,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: HWY 1NB TO HWY 144
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 470.331,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 59.1m (193.9ft)