Bridge Statistics for Grants Pass, Oregon (OR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1418 025X00014,  Location: CAVEMAN B 6ST G PASS (Lat: 42.430269,  Lng: -123.331631),  Route carried "on" structure: US 199,  Year Built: 1931,  Status: Open,  Structure Length: 16.76m (54.99ft),  Average Daily Traffic: 20,302 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,800 (year 2040),  Design Load: H 15,  Features Intersected: ROGUE RIVER
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 21.7 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: 16.8 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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.40m (60.37ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Underwater Inspection Date: July 2021,  Bridge Improvement Cost: $1,937,000,  Roadway Improvement Cost: $194,000,  Total Project Cost: $3,100,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8019A001F06017,  Location: 015 MI N G PASS NCL (Lat: 42.477828,  Lng: -123.352156),  Route carried "on" structure: County highway ,  Year Built: 1957,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 900 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,290 (year 2030),  Design Load: HS 20,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: FT RD(HIGHLAND AV)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.834,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.10m (29.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $958,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $1,533,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8100 001F06163,  Location: 3.2 MI N OF G PASS NCL (Lat: 42.497450,  Lng: -123.361911),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,065 (year 2025),  Design Load: HS 20,  Features Intersected: LOUSE CREEK,  Facility Carried by Structure: HIGHLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.957,  Lanes on structure: 2,  Owner: County 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: 11.0m (36.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 35.0 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: 26.9 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $288,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $461,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8100A001C06146,  Location: 299 MI N OF G PASS (Lat: 42.497281,  Lng: -123.362333),  Route carried "on" structure: Ramp State highway 5,  Year Built: 1972,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 401 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 420 (year 2030),  Design Load: HS 20,  Features Intersected: LOUSE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.910,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.9 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: 30.8 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8333 001 0554,  Location: 24.9 MI N OF MEDFORD NCL (Lat: 42.437703,  Lng: -123.286589),  Route carried "on" structure: Interstate 5,  Year Built: 1960,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 26,177 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 38,300 (year 2040),  Design Load: HS 20,  Features Intersected: FOOTHILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.158,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.2m (89.2ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 27.2m (89.2ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 16.8 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: 13.3 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8335N001 0541,  Location: 23.6 MI N MEDFORD NCL (Lat: 42.435431,  Lng: -123.261603),  Route carried "on" structure: Interstate 5,  Year Built: 1960,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 13,088 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 19,150 (year 2040),  Design Load: HS 20,  Features Intersected: FOOTHILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.066,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 19.4 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: 14.9 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8335S001 0541,  Location: 23.6 MI N MEDFORD NCL (Lat: 42.435244,  Lng: -123.261489),  Route carried "on" structure: Interstate 5,  Year Built: 1960,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 13,088 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 19,150 (year 2040),  Design Load: HS 20,  Features Intersected: FOOTHILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.066,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 29.8 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: 23.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8338 001 0575,  Location: .08 MI S OF JCT HWY 25 (Lat: 42.458533,  Lng: -123.312311),  Route carried "on" structure: Interstate 5,  Year Built: 1960,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 29,317 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 39,700 (year 2040),  Design Load: HS 20,  Features Intersected: HILLCREST DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.537,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.4m (83.3ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 25.4m (83.3ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $591,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $946,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8432 025X00024,  Location: 7 ST IN GRANTS PASS (Lat: 42.430169,  Lng: -123.330131),  Route carried "on" structure: US 199,  Year Built: 1960,  Status: Open,  Structure Length: 18.44m (60.50ft),  Average Daily Traffic: 20,316 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,700 (year 2040),  Design Load: HS 20,  Features Intersected: ROGUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 24.9 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: 19.4 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.40m (60.37ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $1,937,000,  Roadway Improvement Cost: $194,000,  Total Project Cost: $3,100,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8461A060 00021,  Location: 00.3 S ROGUE R - HWY 025 (Lat: 42.425272,  Lng: -123.329925),  Route carried "on" structure: State highway 99,  Year Built: 1959,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 5,489 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,300 (year 2040),  Design Load: HS 20,  Features Intersected: HWY 025 & 272 NB LEGS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 50.9m (167.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $160,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $256,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8461B272 00006,  Location: 00.2 S ROGUE R & HWY 025 (Lat: 42.424511,  Lng: -123.331939),  Route carried "on" structure: State highway 238,  Year Built: 1959,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 28,455 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,900 (year 2040),  Design Load: HS 20,  Features Intersected: US 199 (HWY 025) NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $512,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8500 001 05818,  Location: 0.13 MI N OF G PASS SCL (Lat: 42.464600,  Lng: -123.322800),  Route carried "on" structure: Interstate 5,  Year Built: 1959,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 29,317 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 39,700 (year 2040),  Design Load: HS 20,  Features Intersected: SCOVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.632,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 36.9 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: 28.5 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $602,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $963,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8501 001 05806,  Location: 0.11 MI N OF G PASS SCL (Lat: 42.463700,  Lng: -123.320800),  Route carried "on" structure: Interstate 5,  Year Built: 1960,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 29,317 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 39,700 (year 2040),  Design Load: HS 20,  Features Intersected: US 199, OR 99 (HWY 025)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.439,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Skew: 34 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-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 23.3 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: 18.1 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.90m (19.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $621,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $994,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 16844 025Y00067,  Location: 1.5 MI S OF G PASS INTCH (Lat: 42.429400,  Lng: -123.318611),  Route carried "on" structure: Spur US 199,  Year Built: 1990,  Status: Open,  Structure Length: 14.94m (49.02ft),  Average Daily Traffic: 24,780 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,900 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ROGUE RIVER,  Facility Carried by Structure: HWY 482 SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 74.7m (245.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 45.4 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: 35.0 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: 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,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2020,  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: 16845 025Y00015,  Location: 1 MI E OF S G PASS INTCHE (Lat: 42.434619,  Lng: -123.312269),  Route carried "on" structure: Spur US 199,  Year Built: 1990,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 28,776 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,000 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CORP,  Facility Carried by Structure: HWY 482 SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.094,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 25.3 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: 19.4 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20459 001 05706,  Location: 001 MI FROM GRANTS PASS (Lat: 42.453008,  Lng: -123.307800),  Route carried "on" structure: Interstate 5,  Year Built: 2008,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 14,658 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 19,850 (year 2040),  Design Load: HL 93,  Features Intersected: BEACON DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.829,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.2 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: 31.1 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: Equal to 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20460 001 05706,  Location: 001 MI FROM GRANTS PASS (Lat: 42.453008,  Lng: -123.307800),  Route carried "on" structure: Interstate 5,  Year Built: 2008,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 14,658 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 19,850 (year 2040),  Design Load: HL 93,  Features Intersected: BEACON DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.829,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 40.2 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: 31.1 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: Equal to 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20549 001 06145,  Location: 3.0 MI N OF G PASS NCL (Lat: 42.497183,  Lng: -123.362872),  Route carried "on" structure: Interstate 5,  Year Built: 2008,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 10,726 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 15,100 (year 2040),  Design Load: HL 93,  Features Intersected: LOUSE CR, FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.894,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.4 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: 51.2 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: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  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: 20550 001 06145,  Location: 3.0 MI N OF G PASS NCL (Lat: 42.497133,  Lng: -123.363286),  Route carried "on" structure: Interstate 5,  Year Built: 2008,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 10,726 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 15,100 (year 2040),  Design Load: HL 93,  Features Intersected: LOUSE CR, FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.894,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 8 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.4 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: 51.2 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: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  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: 20551 001 05578,  Location: 25.3 MI N OF MEDFORD NCL (Lat: 42.438114,  Lng: -123.294019),  Route carried "on" structure: Interstate 5,  Year Built: 2008,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 26,177 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 38,300 (year 2040),  Design Load: HL 93,  Features Intersected: HWY 482 SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.769,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.2m (95.8ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.8 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: 41.5 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  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: 20723 250000077,  Location: 0.68 MI E OF AGNESS RD (Lat: 42.437319,  Lng: -123.288033),  Route carried "on" structure: County highway C2500,  Year Built: 2008,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 7,139 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,889 (year 2025),  Design Load: HL 93,  Features Intersected: JONES CREEK,  Facility Carried by Structure: FOOTHILL BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.159,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22628,  Location: SOUTH OF REDWOOD AVE. AND (Lat: 42.418700,  Lng: -123.385600),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 150 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 175 (year 2025),  Design Load: HL 93,  Features Intersected: Sand Creek,  Facility Carried by Structure: Elmer Nelson Way
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.1 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: 41.1 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: Equal to 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22629,  Location: 0.03 Mi E. NW Prosp Ave. (Lat: 42.451200,  Lng: -123.329500),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 124 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 134 (year 2025),  Design Load: HL 93,  Features Intersected: Gilbert Creek,  Facility Carried by Structure: NW Savage St.
Minimum Vertical Clearance: 30+ m (98+ ft),  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: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 89.7 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: 69.0 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: Equal 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 23530523530001,  Location: T35S-R5W-S25 JOSEPHINE CO (Lat: 42.495942,  Lng: -123.352381),  Route carried "on" structure: County highway C2353,  Year Built: 1973,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 71 (year 2020),  Average Future Daily Traffic: 86 (year 2025),  Design Load: HS 20,  Features Intersected: LOUSE CREEK,  Facility Carried by Structure: SOLDIER CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 320010320000089,  Location: T36S-R5W-S29 JOSEPHINE CO (Lat: 42.411903,  Lng: -123.309800),  Route carried "on" structure: County highway C3200,  Year Built: 1966,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 5,391 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,141 (year 2025),  Design Load: HS 20,  Features Intersected: SOUTH HIGHLINE CANAL,  Facility Carried by Structure: CLOVERLAWN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.336,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 46.0 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: 27.9 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: September 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33C33 230000272,  Location: T35S-R5W-S29 JOSEPHINE CO (Lat: 42.502697,  Lng: -123.322347),  Route carried "on" structure: County highway A3350,  Year Built: 1975,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 984 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,159 (year 2025),  Design Load: HS 20,  Features Intersected: LOUSE CREEK,  Facility Carried by Structure: GRANITE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.216,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35120535120001,  Location: JOSEPHINE CO (Lat: 42.425400,  Lng: -123.339900),  Route carried "on" structure: County highway C3512,  Year Built: 1971,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,067 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,242 (year 2025),  Design Load: HS 20,  Features Intersected: IRRIGATION CANAL,  Facility Carried by Structure: RINGUETTE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8019A001F06017,  Location: 015 MI N G PASS NCL (Lat: 42.477828,  Lng: -123.352156),  Route carried "under" structure: Interstate 5,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 21,452 (year 2020),  Truck Traffic: 34%,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: FT RD(HIGHLAND AV)
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 96.834,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 8333 001 0554,  Location: 24.9 MI N OF MEDFORD NCL (Lat: 42.437703,  Lng: -123.286589),  Route carried "under" structure: County highway ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 28,100 (year 2010),  Truck Traffic: 28%,  Features Intersected: FOOTHILL BLVD,  Facility Carried by Structure: I-5 (HWY 001)
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 8335N001 0541,  Location: 23.6 MI N MEDFORD NCL (Lat: 42.435431,  Lng: -123.261603),  Route carried "under" structure: County highway ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 900 (year 2010),  Truck Traffic: 5%,  Features Intersected: FOOTHILL BLVD,  Facility Carried by Structure: I-5 (HWY 001) NB
Minimum Vertical Clearance: 7.42m (24.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 8335S001 0541,  Location: 23.6 MI N MEDFORD NCL (Lat: 42.435244,  Lng: -123.261489),  Route carried "under" structure: County highway ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 900 (year 2010),  Truck Traffic: 5%,  Features Intersected: FOOTHILL BLVD,  Facility Carried by Structure: I-5 (HWY 001) SB
Minimum Vertical Clearance: 7.42m (24.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 8338 001 0575,  Location: .08 MI S OF JCT HWY 25 (Lat: 42.458533,  Lng: -123.312311),  Route carried "under" structure: City street ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 22,800 (year 2010),  Truck Traffic: 28%,  Features Intersected: HILLCREST DR,  Facility Carried by Structure: I-5 (HWY 001)
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 8432 025X00024,  Location: 7 ST IN GRANTS PASS (Lat: 42.430169,  Lng: -123.330131),  Route carried "under" structure: ServiceCity street ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 18,600 (year 2010),  Features Intersected: ROGUE RIVER,  Facility Carried by Structure: US199 (HWY 025)NB
Minimum Vertical Clearance: 3.66m (12.01ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 8461A060 00021,  Location: 00.3 S ROGUE R - HWY 025 (Lat: 42.425272,  Lng: -123.329925),  Route carried "under" structure: State highway 238,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 8,532 (year 2020),  Truck Traffic: 5%,  Features Intersected: HWY 025 & 272 NB LEGS,  Facility Carried by Structure: OR 99 (HWY 060)
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.338,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 8461A060 00021,  Location: 00.3 S ROGUE R - HWY 025 (Lat: 42.425272,  Lng: -123.329925),  Route carried "under" structure: State highway 199,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 32,044 (year 2020),  Truck Traffic: 18%,  Features Intersected: HWY 025 & 272 NB LEGS,  Facility Carried by Structure: OR 99 (HWY 060)
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.338,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 8461B272 00006,  Location: 00.2 S ROGUE R & HWY 025 (Lat: 42.424511,  Lng: -123.331939),  Route carried "under" structure: US 199,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 32,044 (year 2020),  Truck Traffic: 18%,  Features Intersected: US 199 (HWY 025) NB,  Facility Carried by Structure: OR 238 (HWY 272)
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.354,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 8500 001 05818,  Location: 0.13 MI N OF G PASS SCL (Lat: 42.464600,  Lng: -123.322800),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 31,100 (year 2010),  Truck Traffic: 28%,  Features Intersected: SCOVILLE RD,  Facility Carried by Structure: I-5 (HWY 001)
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 8501 001 05806,  Location: 0.11 MI N OF G PASS SCL (Lat: 42.463700,  Lng: -123.320800),  Route carried "under" structure: Ramp State highway 99,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 6,350 (year 2020),  Truck Traffic: 3%,  Features Intersected: US 199, OR 99 (HWY 025),  Facility Carried by Structure: I-5 (HWY 001)
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 20459 001 05706,  Location: 001 MI FROM GRANTS PASS (Lat: 42.453008,  Lng: -123.307800),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2010),  Features Intersected: BEACON DR,  Facility Carried by Structure: I-5 (HWY 001)
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 20460 001 05706,  Location: 001 MI FROM GRANTS PASS (Lat: 42.453008,  Lng: -123.307800),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2010),  Features Intersected: BEACON DR,  Facility Carried by Structure: I-5 (HWY 001)
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 20549 001 06145,  Location: 3.0 MI N OF G PASS NCL (Lat: 42.497183,  Lng: -123.362872),  Route carried "under" structure: ServiceInterstate 5,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 7,087 (year 2020),  Truck Traffic: 19%,  Features Intersected: LOUSE CR, FRONTAGE RD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 99.586,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 20550 001 06145,  Location: 3.0 MI N OF G PASS NCL (Lat: 42.497133,  Lng: -123.363286),  Route carried "under" structure: ServiceInterstate 5,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 21,452 (year 2020),  Truck Traffic: 34%,  Features Intersected: LOUSE CR, FRONTAGE RD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 99.586,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 20551 001 05578,  Location: 25.3 MI N OF MEDFORD NCL (Lat: 42.438114,  Lng: -123.294019),  Route carried "under" structure: US ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 28,100 (year 2010),  Truck Traffic: 28%,  Features Intersected: HWY 482 SPUR,  Facility Carried by Structure: I-5 (HWY 001)
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 2.784,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 39.6m (129.9ft)