Bridge Statistics for Grand Ronde, Oregon (OR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 128ft / 38.6mTotal length
- $2,543,000Total costs
- 68,884Total average daily traffic
- 5,578Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Grand Ronde
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 11940-1949
- 41960-1969
- 31970-1979
- 31990-1999
- 22000-2009
- Bridge Condition - Deck
- 53.3%Good
- 40.0%Satisfactory
- 6.7%Fair
- Bridge Condition - Superstructure
- 60.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 53.3%Good
- 20.0%Satisfactory
- 26.7%Fair
- Bridge Condition - Channel
- 42.9%Good
- 21.4%Satisfactory
- 28.6%Fair
- 7.1%Poor
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Structure Number: P703, Location: 10.5KM NW 22/GRN ROND RD (Lat: 45.140572, Lng: -123.683550), Route carried "on" structure: Federal lands road 4, Year Built: 1961, Status: Posted for load, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 75 (year 2041), Design Load: H 20, Features Intersected: AGENCY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.400, Lanes on structure: 1, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 4.0m (13.1ft), Skew: 4 degrees, 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Poor, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Total Project Cost: $1,050,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: P703, Location: 10.5KM NW 22/GRN ROND RD (Lat: 45.140572, Lng: -123.683550), Route carried "on" structure: Federal lands road 4, Year Built: 1961, Status: Posted for load, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 75 (year 2041), Design Load: H 20, Features Intersected: AGENCY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.400, Lanes on structure: 1, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 4.0m (13.1ft), Skew: 4 degrees, 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Poor, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Total Project Cost: $1,050,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: P704, Location: 12.5KM NW 22/GRN RONDE RD (Lat: 45.155681, Lng: -123.685022), Route carried "on" structure: Federal lands road 4, Year Built: 1998, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2041), Design Load: HS 25 or greater, Features Intersected: NORTH FORK AGENCY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 1, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 23.8 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P704, Location: 12.5KM NW 22/GRN RONDE RD (Lat: 45.155681, Lng: -123.685022), Route carried "on" structure: Federal lands road 4, Year Built: 1998, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2041), Design Load: HS 25 or greater, Features Intersected: NORTH FORK AGENCY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 1, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 23.8 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: L1439369, Location: 6.1 miles N Bus. Hwy 18 (Lat: 45.146669, Lng: -123.579169), Route carried "on" structure: Federal lands road , Year Built: 1972, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: COAST CREEK, Facility Carried by Structure: 05 S 07 W 08.00:
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: Bureau of Land Management, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: March 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: L1439369, Location: 6.1 miles N Bus. Hwy 18 (Lat: 45.146669, Lng: -123.579169), Route carried "on" structure: Federal lands road , Year Built: 1972, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: COAST CREEK, Facility Carried by Structure: 05 S 07 W 08.00:
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: Bureau of Land Management, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: March 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 612 032 01857, Location: 064 MI NW VALLEY JCT (Lat: 45.091194, Lng: -123.675208), Route carried "on" structure: State highway 22, Year Built: 1929, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 2,782 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 3,300 (year 2040), Design Load: H 15, Features Intersected: South Yamhill River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.886, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 13.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 10.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, 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: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $33,000, Total Project Cost: $523,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 612 032 01857, Location: 064 MI NW VALLEY JCT (Lat: 45.091194, Lng: -123.675208), Route carried "on" structure: State highway 22, Year Built: 1929, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 2,782 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 3,300 (year 2040), Design Load: H 15, Features Intersected: South Yamhill River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.886, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 13.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 10.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, 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: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $33,000, Total Project Cost: $523,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1396 032 02185, Location: 030 MI NW VALLEY JCT (Lat: 45.080006, Lng: -123.615236), Route carried "on" structure: State highway 22, Year Built: 1929, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 2,168 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,900 (year 2040), Design Load: H 15, Features Intersected: Agency Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.164, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $259,000, Roadway Improvement Cost: $26,000, Total Project Cost: $415,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1396 032 02185, Location: 030 MI NW VALLEY JCT (Lat: 45.080006, Lng: -123.615236), Route carried "on" structure: State highway 22, Year Built: 1929, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 2,168 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,900 (year 2040), Design Load: H 15, Features Intersected: Agency Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.164, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $259,000, Roadway Improvement Cost: $26,000, Total Project Cost: $415,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1612A039 02155, Location: 00.4 MI E GRAND RONDE (Lat: 45.058183, Lng: -123.602106), Route carried "on" structure: State highway 18, Year Built: 1931, Year Reconstructed: 1981, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 12,806 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 14,600 (year 2040), Design Load: H 15, Features Intersected: South Yamhill River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.681, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1612A039 02155, Location: 00.4 MI E GRAND RONDE (Lat: 45.058183, Lng: -123.602106), Route carried "on" structure: State highway 18, Year Built: 1931, Year Reconstructed: 1981, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 12,806 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 14,600 (year 2040), Design Load: H 15, Features Intersected: South Yamhill River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.681, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4573 039 01878, Location: 014 MI N GRANDE RONDE (Lat: 45.060178, Lng: -123.657872), Route carried "on" structure: State highway 18, Year Built: 1942, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 7,853 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 9,000 (year 2040), Design Load: H 15, Features Intersected: Rogue River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.223, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 18.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, 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: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $24,000, Total Project Cost: $389,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4573 039 01878, Location: 014 MI N GRANDE RONDE (Lat: 45.060178, Lng: -123.657872), Route carried "on" structure: State highway 18, Year Built: 1942, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 7,853 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 9,000 (year 2040), Design Load: H 15, Features Intersected: Rogue River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.223, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 18.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, 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: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $24,000, Total Project Cost: $389,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 61201000001123, Location: .04 MI FROM JCT OR HWY 22 (Lat: 45.110833, Lng: -123.729444), Route carried "on" structure: Federal lands road 22820, Year Built: 1976, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 3 (year 1996), Average Future Daily Traffic: 4 (year 2042), Features Intersected: KITTEN CREEK, Facility Carried by Structure: ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.2 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: Better than present minimum criteria, Deck Geometry: Better than 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: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 61201000001123, Location: .04 MI FROM JCT OR HWY 22 (Lat: 45.110833, Lng: -123.729444), Route carried "on" structure: Federal lands road 22820, Year Built: 1976, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 3 (year 1996), Average Future Daily Traffic: 4 (year 2042), Features Intersected: KITTEN CREEK, Facility Carried by Structure: ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.2 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: Better than present minimum criteria, Deck Geometry: Better than 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: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10002A068300016, Location: 002 S OF STATE HWY 18 (Lat: 45.056789, Lng: -123.609361), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 360 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 427 (year 2040), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: GRANDE RONDE/E AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10002A068300016, Location: 002 S OF STATE HWY 18 (Lat: 45.056789, Lng: -123.609361), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 360 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 427 (year 2040), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: GRANDE RONDE/E AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10003A068100095, Location: 003 N STATE HWY 18 (Lat: 45.063139, Lng: -123.609631), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 2,809 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 4,350 (year 2040), Design Load: HS 20, Features Intersected: SOUTH YAMHILL RIVER, Facility Carried by Structure: GRAND RONDE ROAD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10003A068100095, Location: 003 N STATE HWY 18 (Lat: 45.063139, Lng: -123.609631), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 2,809 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 4,350 (year 2040), Design Load: HS 20, Features Intersected: SOUTH YAMHILL RIVER, Facility Carried by Structure: GRAND RONDE ROAD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11686F, Location: 1.5M N GRAND RONDE AGENCY (Lat: 45.098100, Lng: -123.620050), Route carried "on" structure: County highway C0402, Year Built: 1967, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 95 (year 2020), Average Future Daily Traffic: 106 (year 2025), Design Load: HS 20, Features Intersected: AGENCY CREEK, Facility Carried by Structure: GRAND RONDE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2020, Underwater Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11686F, Location: 1.5M N GRAND RONDE AGENCY (Lat: 45.098100, Lng: -123.620050), Route carried "on" structure: County highway C0402, Year Built: 1967, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 95 (year 2020), Average Future Daily Traffic: 106 (year 2025), Design Load: HS 20, Features Intersected: AGENCY CREEK, Facility Carried by Structure: GRAND RONDE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2020, Underwater Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11759, Location: 086 MI N WILLAMINA (Lat: 45.154639, Lng: -123.539039), Route carried "on" structure: County highway C0407, Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 85 (year 2020), Average Future Daily Traffic: 95 (year 2025), Design Load: HS 20, Features Intersected: CANADA CREEK, Facility Carried by Structure: COAST CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.6 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 11759, Location: 086 MI N WILLAMINA (Lat: 45.154639, Lng: -123.539039), Route carried "on" structure: County highway C0407, Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 85 (year 2020), Average Future Daily Traffic: 95 (year 2025), Design Load: HS 20, Features Intersected: CANADA CREEK, Facility Carried by Structure: COAST CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.6 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17986 039 02275, Location: AT GRANDE RONDE CASINO (Lat: 45.060117, Lng: -123.580967), Route carried "on" structure: State highway 18, Year Built: 1996, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 15,741 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 15,800 (year 2040), Design Load: HS 25 or greater, Features Intersected: Casino Entrance Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.403, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than 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: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $164,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 17986 039 02275, Location: AT GRANDE RONDE CASINO (Lat: 45.060117, Lng: -123.580967), Route carried "on" structure: State highway 18, Year Built: 1996, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 15,741 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 15,800 (year 2040), Design Load: HS 25 or greater, Features Intersected: Casino Entrance Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.403, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than 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: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $164,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 19271 039 01916, Location: 2.64 MI N GRANDE RONDE (Lat: 45.058700, Lng: -123.650600), Route carried "on" structure: State highway 18, Year Built: 2005, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 7,853 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 9,000 (year 2040), Design Load: HL 93, Features Intersected: Jackass Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.835, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19271 039 01916, Location: 2.64 MI N GRANDE RONDE (Lat: 45.058700, Lng: -123.650600), Route carried "on" structure: State highway 18, Year Built: 2005, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 7,853 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 9,000 (year 2040), Design Load: HL 93, Features Intersected: Jackass Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.835, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19973 068700014, Location: 001 S OF STATE HWY 18 (Lat: 45.056333, Lng: -123.619519), Route carried "on" structure: County highway C6807, Year Built: 2006, Status: Open, Structure Length: 4.83m (15.85ft), Average Daily Traffic: 294 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 437 (year 2040), Design Load: HS 25 or greater, Features Intersected: ROCK CREEK, Facility Carried by Structure: FIRE HALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.3m (158.5ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19973 068700014, Location: 001 S OF STATE HWY 18 (Lat: 45.056333, Lng: -123.619519), Route carried "on" structure: County highway C6807, Year Built: 2006, Status: Open, Structure Length: 4.83m (15.85ft), Average Daily Traffic: 294 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 437 (year 2040), Design Load: HS 25 or greater, Features Intersected: ROCK CREEK, Facility Carried by Structure: FIRE HALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.3m (158.5ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17986 039 02275, Location: AT GRANDE RONDE CASINO (Lat: 45.060117, Lng: -123.580967), Route carried "under" structure: ServiceOther road , Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 15,900 (year 2010), Truck Traffic: 6%, Features Intersected: Casino Entrance Road, Facility Carried by Structure: OR 18 (Hwy 39)
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 36.613, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 9.8m (32.2ft)
Structure Number: 17986 039 02275, Location: AT GRANDE RONDE CASINO (Lat: 45.060117, Lng: -123.580967), Route carried "under" structure: ServiceOther road , Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 15,900 (year 2010), Truck Traffic: 6%, Features Intersected: Casino Entrance Road, Facility Carried by Structure: OR 18 (Hwy 39)
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 36.613, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 9.8m (32.2ft)