Bridge Statistics for Cloverdale, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 328ft / 100.0mTotal length
- $337,000Total costs
- 155,965Total average daily traffic
- 12,140Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Cloverdale
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11950-1959
- 41960-1969
- 11970-1979
- 51980-1989
- 91990-1999
- 12000-2009
- Bridge Condition - Deck
- 33.3%Good
- 55.6%Fair
- 11.1%Poor
- Bridge Condition - Superstructure
- 55.6%Good
- 16.7%Satisfactory
- 27.8%Fair
- Bridge Condition - Substructure
- 72.2%Good
- 5.6%Satisfactory
- 16.7%Fair
- 5.6%Poor
- Bridge Condition - Channel
- 63.6%Very good
- 9.1%Good
- 18.2%Satisfactory
- 9.1%Fair
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Structure Number: 10 0273, Location: 01-MEN-101-R0.48 (Lat: 38.855558, Lng: -123.036167), Route carried "on" structure: US 101, Year Built: 1989, Status: Open, Structure Length: 21.43m (70.31ft), Average Daily Traffic: 13,300 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 22,546 (year 2041), Design Load: HS 20+Mod, Features Intersected: RUSSIAN,NCRA/NWP,GEYSERS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.480, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 30 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: 79.3m (260.2ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10 0273, Location: 01-MEN-101-R0.48 (Lat: 38.855558, Lng: -123.036167), Route carried "on" structure: US 101, Year Built: 1989, Status: Open, Structure Length: 21.43m (70.31ft), Average Daily Traffic: 13,300 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 22,546 (year 2041), Design Load: HS 20+Mod, Features Intersected: RUSSIAN,NCRA/NWP,GEYSERS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.480, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 30 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: 79.3m (260.2ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10C0203, Location: 0.6 MI SE OF US HWY 101 (Lat: 38.852311, Lng: -123.028797), Route carried "on" structure: County highway , Year Built: 1932, Status: Open, Structure Length: 5.42m (17.78ft), Average Daily Traffic: 650 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 1,016 (year 2044), Design Load: H 15, Features Intersected: ASH CREEK, Facility Carried by Structure: GEYSERS RD/CR 101A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 31.8 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: 24.3 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10C0203, Location: 0.6 MI SE OF US HWY 101 (Lat: 38.852311, Lng: -123.028797), Route carried "on" structure: County highway , Year Built: 1932, Status: Open, Structure Length: 5.42m (17.78ft), Average Daily Traffic: 650 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 1,016 (year 2044), Design Load: H 15, Features Intersected: ASH CREEK, Facility Carried by Structure: GEYSERS RD/CR 101A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 31.8 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: 24.3 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20 0032Y, Location: 04-SON-101-R54.28 (Lat: 38.828497, Lng: -123.013644), Route carried "on" structure: US 101, Year Built: 1985, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 1,000 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 3,144 (year 2038), Design Load: HS 20+Mod, Features Intersected: NCRRA (OLD NWP RR), Facility Carried by Structure: NORTH REDWOOD HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.280, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20 0032Y, Location: 04-SON-101-R54.28 (Lat: 38.828497, Lng: -123.013644), Route carried "on" structure: US 101, Year Built: 1985, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 1,000 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 3,144 (year 2038), Design Load: HS 20+Mod, Features Intersected: NCRRA (OLD NWP RR), Facility Carried by Structure: NORTH REDWOOD HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.280, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20 0033, Location: 04-SON-128-L4.64 (Lat: 38.825550, Lng: -123.016439), Route carried "on" structure: State highway 128, Year Built: 1932, Year Reconstructed: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,550 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 2,378 (year 2039), Design Load: H 15, Features Intersected: OAT VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.640, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.7m (51.5ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20 0033, Location: 04-SON-128-L4.64 (Lat: 38.825550, Lng: -123.016439), Route carried "on" structure: State highway 128, Year Built: 1932, Year Reconstructed: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,550 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 2,378 (year 2039), Design Load: H 15, Features Intersected: OAT VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.640, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.7m (51.5ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20 0100L, Location: 04-SON-101-R49.05 (Lat: 38.767464, Lng: -122.994656), Route carried "on" structure: US 101, Year Built: 1964, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 10,850 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 19,371 (year 2038), Design Load: HS 20+Mod, Features Intersected: THERESA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.050, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 38.9 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: 28.8 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 minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20 0100L, Location: 04-SON-101-R49.05 (Lat: 38.767464, Lng: -122.994656), Route carried "on" structure: US 101, Year Built: 1964, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 10,850 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 19,371 (year 2038), Design Load: HS 20+Mod, Features Intersected: THERESA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.050, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 38.9 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: 28.8 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 minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20 0100R, Location: 04-SON-101-R49.05 (Lat: 38.767594, Lng: -122.994458), Route carried "on" structure: US 101, Year Built: 1964, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 10,800 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 21,883 (year 2038), Design Load: HS 20+Mod, Features Intersected: THERESA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.050, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 38.9 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: 28.8 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 minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20 0100R, Location: 04-SON-101-R49.05 (Lat: 38.767594, Lng: -122.994458), Route carried "on" structure: US 101, Year Built: 1964, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 10,800 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 21,883 (year 2038), Design Load: HS 20+Mod, Features Intersected: THERESA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.050, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 38.9 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: 28.8 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 minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20 0165L, Location: 04-SON-101-R47.85 (Lat: 38.758900, Lng: -122.975503), Route carried "on" structure: US 101, Year Built: 1964, Status: Open, Structure Length: 4.40m (14.44ft), Average Daily Traffic: 10,850 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 19,371 (year 2038), Design Load: HS 20, Features Intersected: ASTI STORE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.850, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 36.6 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: 28.2 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 minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20 0165L, Location: 04-SON-101-R47.85 (Lat: 38.758900, Lng: -122.975503), Route carried "on" structure: US 101, Year Built: 1964, Status: Open, Structure Length: 4.40m (14.44ft), Average Daily Traffic: 10,850 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 19,371 (year 2038), Design Load: HS 20, Features Intersected: ASTI STORE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.850, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 36.6 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: 28.2 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 minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20 0165R, Location: 04-SON-101-R47.85 (Lat: 38.759117, Lng: -122.975467), Route carried "on" structure: US 101, Year Built: 1964, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 10,800 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 21,883 (year 2038), Design Load: HS 20, Features Intersected: ASTI STORE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.850, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: 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: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.03m (16.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20 0165R, Location: 04-SON-101-R47.85 (Lat: 38.759117, Lng: -122.975467), Route carried "on" structure: US 101, Year Built: 1964, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 10,800 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 21,883 (year 2038), Design Load: HS 20, Features Intersected: ASTI STORE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.850, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: 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: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.03m (16.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20 0248, Location: 04-SON-101-R50.43 (Lat: 38.783319, Lng: -123.009878), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 21,700 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 39,524 (year 2041), Design Load: HS 20+Mod, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: S CLOVERDALE BLVD
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.0m (108.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20 0248, Location: 04-SON-101-R50.43 (Lat: 38.783319, Lng: -123.009878), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 21,700 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 39,524 (year 2041), Design Load: HS 20+Mod, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: S CLOVERDALE BLVD
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.0m (108.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20 0251R, Location: 04-SON-101-R51.62-CLVD (Lat: 38.800294, Lng: -123.012911), Route carried "on" structure: US 101, Year Built: 1994, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 6,800 (year 2015), Average Future Daily Traffic: 16,374 (year 2038), Design Load: HS 20+Mod, Features Intersected: CITRUS FAIR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.620, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.5m (159.1ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20 0251R, Location: 04-SON-101-R51.62-CLVD (Lat: 38.800294, Lng: -123.012911), Route carried "on" structure: US 101, Year Built: 1994, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 6,800 (year 2015), Average Future Daily Traffic: 16,374 (year 2038), Design Load: HS 20+Mod, Features Intersected: CITRUS FAIR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.620, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.5m (159.1ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20 0252L, Location: 04-SON-101-R52.06-CLVD (Lat: 38.806789, Lng: -123.012189), Route carried "on" structure: US 101, Year Built: 1994, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 9,000 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 13,350 (year 2041), Design Load: HS 20+Mod, Features Intersected: FIRST ST & CLOVERDALE CR
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 52.060, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20 0252L, Location: 04-SON-101-R52.06-CLVD (Lat: 38.806789, Lng: -123.012189), Route carried "on" structure: US 101, Year Built: 1994, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 9,000 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 13,350 (year 2041), Design Load: HS 20+Mod, Features Intersected: FIRST ST & CLOVERDALE CR
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 52.060, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20 0252R, Location: 04-SON-101-R52.06-CLVD (Lat: 38.806867, Lng: -123.011875), Route carried "on" structure: US 101, Year Built: 1994, Status: Open, Structure Length: 7.90m (25.92ft), Average Daily Traffic: 6,800 (year 2013), Average Future Daily Traffic: 16,704 (year 2039), Design Load: HS 20+Mod, Features Intersected: FIRST ST & CLOVERDALE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.060, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.4m (149.0ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20 0252R, Location: 04-SON-101-R52.06-CLVD (Lat: 38.806867, Lng: -123.011875), Route carried "on" structure: US 101, Year Built: 1994, Status: Open, Structure Length: 7.90m (25.92ft), Average Daily Traffic: 6,800 (year 2013), Average Future Daily Traffic: 16,704 (year 2039), Design Load: HS 20+Mod, Features Intersected: FIRST ST & CLOVERDALE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.060, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.4m (149.0ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20 0265, Location: 04-SON-101-R53.06 (Lat: 38.819444, Lng: -123.014386), Route carried "on" structure: US 101, Year Built: 1984, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 20,000 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 26,522 (year 2038), Features Intersected: OAT VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.060, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Skew: 15 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.9m (22.6ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 20 0265, Location: 04-SON-101-R53.06 (Lat: 38.819444, Lng: -123.014386), Route carried "on" structure: US 101, Year Built: 1984, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 20,000 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 26,522 (year 2038), Features Intersected: OAT VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.060, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Skew: 15 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.9m (22.6ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 20C0151, Location: AT DAM-END DRY CREEK RD (Lat: 38.719703, Lng: -122.999028), Route carried "on" structure: County highway , Year Built: 1951, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 2,800 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 3,420 (year 2040), Design Load: H 20, Features Intersected: DRY CREEK (BOARD BR), Facility Carried by Structure: STWRT PT-SKGG SPRG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 33.4 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: 25.6 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: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20C0151, Location: AT DAM-END DRY CREEK RD (Lat: 38.719703, Lng: -122.999028), Route carried "on" structure: County highway , Year Built: 1951, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 2,800 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 3,420 (year 2040), Design Load: H 20, Features Intersected: DRY CREEK (BOARD BR), Facility Carried by Structure: STWRT PT-SKGG SPRG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 33.4 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: 25.6 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: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20C0229, Location: 24 MI N OF SR 128 (Lat: 38.817806, Lng: -122.953067), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 60 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 84 (year 2043), Features Intersected: CAMACHO CREEK, Facility Carried by Structure: GEYSERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 20.7 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: 16.2 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $40,000, Total Project Cost: $337,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20C0229, Location: 24 MI N OF SR 128 (Lat: 38.817806, Lng: -122.953067), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 60 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 84 (year 2043), Features Intersected: CAMACHO CREEK, Facility Carried by Structure: GEYSERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 20.7 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: 16.2 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $40,000, Total Project Cost: $337,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20C0251, Location: NE OF CLOVERDALE (Lat: 38.823086, Lng: -123.003433), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 6.57m (21.56ft), Average Daily Traffic: 500 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 671 (year 2043), Design Load: HS 20+Mod, Features Intersected: BIG SULPHUR CREEK, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.5m (106.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: Concrete Cast-file-Place
Structure Number: 20C0251, Location: NE OF CLOVERDALE (Lat: 38.823086, Lng: -123.003433), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 6.57m (21.56ft), Average Daily Traffic: 500 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 671 (year 2043), Design Load: HS 20+Mod, Features Intersected: BIG SULPHUR CREEK, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.5m (106.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: Concrete Cast-file-Place
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Structure Number: 20C0504, Location: 0.4 MI E/O ASTI ROAD (Lat: 38.764494, Lng: -122.968044), Route carried "on" structure: County highway , Year Built: 1992, Status: Posted for load, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 105 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 153 (year 2041), Design Load: HS 20, Features Intersected: RUSSIAN RIV SUMMER XING, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20C0504, Location: 0.4 MI E/O ASTI ROAD (Lat: 38.764494, Lng: -122.968044), Route carried "on" structure: County highway , Year Built: 1992, Status: Posted for load, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 105 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 153 (year 2041), Design Load: HS 20, Features Intersected: RUSSIAN RIV SUMMER XING, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20C0512, Location: 0.8 MI. N OF 1ST ST (Lat: 38.813361, Lng: -123.022828), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 5,700 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 3,847 (year 2038), Design Load: HS 20+Mod, Features Intersected: CLOVERDALE CREEK, Facility Carried by Structure: CLOVERDALE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20C0512, Location: 0.8 MI. N OF 1ST ST (Lat: 38.813361, Lng: -123.022828), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 5,700 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 3,847 (year 2038), Design Load: HS 20+Mod, Features Intersected: CLOVERDALE CREEK, Facility Carried by Structure: CLOVERDALE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20C0515, Location: .75 M E OF RIVER RD (Lat: 38.825892, Lng: -122.989103), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 150 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 448 (year 2043), Design Load: HS 20+Mod, Features Intersected: HILLSIDE, Facility Carried by Structure: GEYSERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 2.5m (8.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.1 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20C0515, Location: .75 M E OF RIVER RD (Lat: 38.825892, Lng: -122.989103), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 150 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 448 (year 2043), Design Load: HS 20+Mod, Features Intersected: HILLSIDE, Facility Carried by Structure: GEYSERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 2.5m (8.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.1 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20 0248, Location: 04-SON-101-R50.43 (Lat: 38.783319, Lng: -123.009878), Route carried "under" structure: US 101, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 17,200 (year 2009), Features Intersected: US HIGHWAY 101, Facility Carried by Structure: S CLOVERDALE BLVD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 50.430, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.0m (108.3ft)
Structure Number: 20 0248, Location: 04-SON-101-R50.43 (Lat: 38.783319, Lng: -123.009878), Route carried "under" structure: US 101, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 17,200 (year 2009), Features Intersected: US HIGHWAY 101, Facility Carried by Structure: S CLOVERDALE BLVD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 50.430, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.0m (108.3ft)
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Structure Number: 20 0252L, Location: 04-SON-101-R52.06-CLVD (Lat: 38.806789, Lng: -123.012189), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 680 (year 2013), Truck Traffic: 1%, Features Intersected: FIRST ST & CLOVERDALE CR, Facility Carried by Structure: US HIGHWAY 101 SB
Minimum Vertical Clearance: 5.67m (18.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 20 0252L, Location: 04-SON-101-R52.06-CLVD (Lat: 38.806789, Lng: -123.012189), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 680 (year 2013), Truck Traffic: 1%, Features Intersected: FIRST ST & CLOVERDALE CR, Facility Carried by Structure: US HIGHWAY 101 SB
Minimum Vertical Clearance: 5.67m (18.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.6m (129.9ft)
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Structure Number: 20 0252R, Location: 04-SON-101-R52.06-CLVD (Lat: 38.806867, Lng: -123.011875), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 1,020 (year 2013), Truck Traffic: 1%, Features Intersected: FIRST ST & CLOVERDALE CR, Facility Carried by Structure: US HIGHWAY 101 NB
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 45.4m (149.0ft)
Structure Number: 20 0252R, Location: 04-SON-101-R52.06-CLVD (Lat: 38.806867, Lng: -123.011875), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 1,020 (year 2013), Truck Traffic: 1%, Features Intersected: FIRST ST & CLOVERDALE CR, Facility Carried by Structure: US HIGHWAY 101 NB
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 45.4m (149.0ft)
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Structure Number: 20 0262, Location: 04-SON-101-R54.21 (Lat: 38.828025, Lng: -123.014225), Route carried "under" structure: State highway 128, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 2,650 (year 2013), Truck Traffic: 9%, Features Intersected: SR 128 (MCCRAY ROAD), Facility Carried by Structure: U.S. HIGHWAY 101
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 4.860, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 51.9m (170.3ft)
Structure Number: 20 0262, Location: 04-SON-101-R54.21 (Lat: 38.828025, Lng: -123.014225), Route carried "under" structure: State highway 128, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 2,650 (year 2013), Truck Traffic: 9%, Features Intersected: SR 128 (MCCRAY ROAD), Facility Carried by Structure: U.S. HIGHWAY 101
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 4.860, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 51.9m (170.3ft)