Bridge Statistics for Geyserville, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 305ft / 93.2mTotal length
- 143,483Total average daily traffic
- 14,194Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Geyserville
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21920-1929
- 21950-1959
- 61960-1969
- 121970-1979
- 12000-2009
- Bridge Condition - Deck
- 37.5%Good
- 12.5%Satisfactory
- 43.8%Fair
- 6.3%Poor
- Bridge Condition - Superstructure
- 68.8%Good
- 31.3%Fair
- Bridge Condition - Substructure
- 87.5%Good
- 12.5%Fair
- Bridge Condition - Channel
- 9.1%Very good
- 27.3%Good
- 27.3%Satisfactory
- 18.2%Fair
- 9.1%Poor
- 9.1%Serious
- Bridge Condition - Culverts
- 75.0%Satisfactory
- 25.0%Fair
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Structure Number: 20 0037, Location: 04-SON-128-5.26 (Lat: 38.710142, Lng: -122.898906), Route carried "on" structure: State highway 128, Year Built: 1900, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,650 (year 2014), Truck Traffic: 9%, Average Future Daily Traffic: 3,200 (year 2038), Features Intersected: HEADER DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.260, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior 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
Structure Number: 20 0037, Location: 04-SON-128-5.26 (Lat: 38.710142, Lng: -122.898906), Route carried "on" structure: State highway 128, Year Built: 1900, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,650 (year 2014), Truck Traffic: 9%, Average Future Daily Traffic: 3,200 (year 2038), Features Intersected: HEADER DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.260, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior 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: 20 0039, Location: 04-SON-128-6.44 (Lat: 38.711903, Lng: -122.882597), Route carried "on" structure: State highway 128, Year Built: 1976, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 2,650 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 3,200 (year 2038), Design Load: HS 20, Features Intersected: ROCKAWAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.440, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
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: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20 0039, Location: 04-SON-128-6.44 (Lat: 38.711903, Lng: -122.882597), Route carried "on" structure: State highway 128, Year Built: 1976, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 2,650 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 3,200 (year 2038), Design Load: HS 20, Features Intersected: ROCKAWAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.440, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
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: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20 0222L, Location: 04-SON-101-R46.00 (Lat: 38.741544, Lng: -122.949906), Route carried "on" structure: US 101, Year Built: 1964, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 10,850 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 19,371 (year 2038), Design Load: HS 20, Features Intersected: ZANZI LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 41.1 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: 31.8 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: Meets minimum limits, Underclear: 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: 20 0222L, Location: 04-SON-101-R46.00 (Lat: 38.741544, Lng: -122.949906), Route carried "on" structure: US 101, Year Built: 1964, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 10,850 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 19,371 (year 2038), Design Load: HS 20, Features Intersected: ZANZI LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 41.1 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: 31.8 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: Meets minimum limits, Underclear: 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: 20 0222R, Location: 04-SON-101-R46.00 (Lat: 38.741711, Lng: -122.949750), Route carried "on" structure: US 101, Year Built: 1964, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 10,800 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 21,883 (year 2039), Design Load: HS 20, Features Intersected: ZANZI LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 41.1 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: 31.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20 0222R, Location: 04-SON-101-R46.00 (Lat: 38.741711, Lng: -122.949750), Route carried "on" structure: US 101, Year Built: 1964, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 10,800 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 21,883 (year 2039), Design Load: HS 20, Features Intersected: ZANZI LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 41.1 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: 31.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20 0234L, Location: 04-SON-101-R40.03 (Lat: 38.679758, Lng: -122.880767), Route carried "on" structure: US 101, Year Built: 1974, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 13,500 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 24,731 (year 2041), Design Load: HS 20, Features Intersected: SOUVERAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.030, 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 41.8 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: 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: Somewhat better than minimum adequacy, Deck Geometry: Better than 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20 0234L, Location: 04-SON-101-R40.03 (Lat: 38.679758, Lng: -122.880767), Route carried "on" structure: US 101, Year Built: 1974, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 13,500 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 24,731 (year 2041), Design Load: HS 20, Features Intersected: SOUVERAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.030, 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 41.8 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: 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: Somewhat better than minimum adequacy, Deck Geometry: Better than 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20 0234R, Location: 04-SON-101-R40.03 (Lat: 38.679789, Lng: -122.880472), Route carried "on" structure: US 101, Year Built: 1974, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 14,250 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 26,575 (year 2039), Design Load: HS 20, Features Intersected: SOUVERAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.030, 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 41.8 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: 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20 0234R, Location: 04-SON-101-R40.03 (Lat: 38.679789, Lng: -122.880472), Route carried "on" structure: US 101, Year Built: 1974, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 14,250 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 26,575 (year 2039), Design Load: HS 20, Features Intersected: SOUVERAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.030, 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 41.8 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: 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior 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: 20 0242R, Location: 04-SON-101-R40.77 (Lat: 38.690383, Lng: -122.882031), Route carried "on" structure: US 101, Year Built: 1975, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 14,250 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 26,575 (year 2038), Design Load: HS 20, Features Intersected: GEYSERVILLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.770, 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: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.8m (147.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20 0242R, Location: 04-SON-101-R40.77 (Lat: 38.690383, Lng: -122.882031), Route carried "on" structure: US 101, Year Built: 1975, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 14,250 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 26,575 (year 2038), Design Load: HS 20, Features Intersected: GEYSERVILLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.770, 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: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.8m (147.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20 0243L, Location: 04-SON-101-R41.43 (Lat: 38.696819, Lng: -122.890858), Route carried "on" structure: US 101, Year Built: 1975, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 13,500 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 24,162 (year 2041), Design Load: HS 20, Features Intersected: GEYSERVILLE AVE
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 41.430, 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 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: 35.6 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: Better than present minimum criteria, Deck Geometry: Better than 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20 0243L, Location: 04-SON-101-R41.43 (Lat: 38.696819, Lng: -122.890858), Route carried "on" structure: US 101, Year Built: 1975, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 13,500 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 24,162 (year 2041), Design Load: HS 20, Features Intersected: GEYSERVILLE AVE
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 41.430, 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 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: 35.6 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: Better than present minimum criteria, Deck Geometry: Better than 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20 0243R, Location: 04-SON-101-R41.43 (Lat: 38.696989, Lng: -122.890667), Route carried "on" structure: US 101, Year Built: 1975, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 14,250 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 26,575 (year 2038), Design Load: HS 20, Features Intersected: GEYSERVILLE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.430, 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 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: 35.6 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20 0243R, Location: 04-SON-101-R41.43 (Lat: 38.696989, Lng: -122.890667), Route carried "on" structure: US 101, Year Built: 1975, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 14,250 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 26,575 (year 2038), Design Load: HS 20, Features Intersected: GEYSERVILLE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.430, 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 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: 35.6 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20 0244L, Location: 04-SON-101-R43.36 (Lat: 38.713392, Lng: -122.919067), Route carried "on" structure: US 101, Year Built: 1975, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 13,500 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 24,162 (year 2038), Design Load: HS 20, Features Intersected: ST RTE 128 (CANYON RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.360, 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.6 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: 34.0 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: Better than 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20 0244L, Location: 04-SON-101-R43.36 (Lat: 38.713392, Lng: -122.919067), Route carried "on" structure: US 101, Year Built: 1975, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 13,500 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 24,162 (year 2038), Design Load: HS 20, Features Intersected: ST RTE 128 (CANYON RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.360, 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.6 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: 34.0 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: Better than 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20 0244R, Location: 04-SON-101-R43.36 (Lat: 38.713539, Lng: -122.918775), Route carried "on" structure: US 101, Year Built: 1975, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 14,250 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 26,575 (year 2038), Design Load: HS 20, Features Intersected: ST RTE 128 (CANYON RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.360, 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.5m (142.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 36.9 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: Better than present minimum criteria, Deck Geometry: Better than 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20 0244R, Location: 04-SON-101-R43.36 (Lat: 38.713539, Lng: -122.918775), Route carried "on" structure: US 101, Year Built: 1975, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 14,250 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 26,575 (year 2038), Design Load: HS 20, Features Intersected: ST RTE 128 (CANYON RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.360, 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.5m (142.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 36.9 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: Better than present minimum criteria, Deck Geometry: Better than 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20 0288, Location: 04-SON-128-5.44 (Lat: 38.712197, Lng: -122.896242), Route carried "on" structure: State highway 128, Year Built: 2006, Status: Open, Structure Length: 29.87m (98.00ft), Average Daily Traffic: 2,650 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 3,200 (year 2038), Design Load: HS 20+Mod, Features Intersected: RUSSIAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.440, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.2m (46.6ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 31.2m (102.4ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: 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: 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 Cast-file-Place
Structure Number: 20 0288, Location: 04-SON-128-5.44 (Lat: 38.712197, Lng: -122.896242), Route carried "on" structure: State highway 128, Year Built: 2006, Status: Open, Structure Length: 29.87m (98.00ft), Average Daily Traffic: 2,650 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 3,200 (year 2038), Design Load: HS 20+Mod, Features Intersected: RUSSIAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.440, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.2m (46.6ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 31.2m (102.4ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: 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: 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 Cast-file-Place
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Structure Number: 20C0106, Location: 0.3 MI SW DRY CREEK ROAD (Lat: 38.697522, Lng: -122.959608), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 13.47m (44.19ft), Average Daily Traffic: 800 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 1,313 (year 2040), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: YOAKIM BRIDGE RD
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: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum 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
Structure Number: 20C0106, Location: 0.3 MI SW DRY CREEK ROAD (Lat: 38.697522, Lng: -122.959608), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 13.47m (44.19ft), Average Daily Traffic: 800 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 1,313 (year 2040), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: YOAKIM BRIDGE RD
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: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum 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
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Structure Number: 20C0152, Location: INTRX DUTCHER CREEK RD (Lat: 38.712392, Lng: -122.977144), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,800 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 1,562 (year 2040), Features Intersected: DUTCHER CREEK, Facility Carried by Structure: DRY CRK CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 20C0152, Location: INTRX DUTCHER CREEK RD (Lat: 38.712392, Lng: -122.977144), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,800 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 1,562 (year 2040), Features Intersected: DUTCHER CREEK, Facility Carried by Structure: DRY CRK CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 20C0153, Location: INTERSECTION CANYON RD (Lat: 38.700908, Lng: -122.952000), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,800 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 1,594 (year 2040), Features Intersected: CANYON CREEK, Facility Carried by Structure: DRY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 20C0153, Location: INTERSECTION CANYON RD (Lat: 38.700908, Lng: -122.952000), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,800 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 1,594 (year 2040), Features Intersected: CANYON CREEK, Facility Carried by Structure: DRY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 20C0228, Location: 0.4 MI N OF SR 128 (Lat: 38.691761, Lng: -122.834308), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 884 (year 2043), Features Intersected: GIRD CREEK, Facility Carried by Structure: GEYSERS RD
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), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: July 2021
Structure Number: 20C0228, Location: 0.4 MI N OF SR 128 (Lat: 38.691761, Lng: -122.834308), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 884 (year 2043), Features Intersected: GIRD CREEK, Facility Carried by Structure: GEYSERS RD
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), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: July 2021
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Structure Number: 20C0406, Location: 2.0 MI NW OF SR 128 (Lat: 38.735419, Lng: -122.916017), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 367 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 952 (year 2043), Design Load: HS 20, Features Intersected: GILL 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: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Serious, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20C0406, Location: 2.0 MI NW OF SR 128 (Lat: 38.735419, Lng: -122.916017), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 367 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 952 (year 2043), Design Load: HS 20, Features Intersected: GILL 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: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Serious, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: 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: 20C0407, Location: 0.7 MI NW YOAKIM BR RD (Lat: 38.700478, Lng: -122.972181), Route carried "on" structure: County highway , Year Built: 1924, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 208 (year 2040), Features Intersected: PENA CREEK, Facility Carried by Structure: WEST DRY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Poor, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20C0407, Location: 0.7 MI NW YOAKIM BR RD (Lat: 38.700478, Lng: -122.972181), Route carried "on" structure: County highway , Year Built: 1924, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 208 (year 2040), Features Intersected: PENA CREEK, Facility Carried by Structure: WEST DRY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Poor, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20C0411, Location: 0.1 MI N DRY CREEK RD (Lat: 38.713394, Lng: -122.976181), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 900 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 1,208 (year 2040), Features Intersected: DUTCHER CREEK, Facility Carried by Structure: DUTCHER CREEK RD
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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20C0411, Location: 0.1 MI N DRY CREEK RD (Lat: 38.713394, Lng: -122.976181), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 900 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 1,208 (year 2040), Features Intersected: DUTCHER CREEK, Facility Carried by Structure: DUTCHER CREEK RD
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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20C0442, Location: 0.4 MI E JCT DRY CREEK RD (Lat: 38.703936, Lng: -122.946300), Route carried "on" structure: County highway , Year Built: 1928, Year Reconstructed: 1962, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 416 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 968 (year 2043), Features Intersected: CANYON CREEK, Facility Carried by Structure: CANYON RD
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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20C0442, Location: 0.4 MI E JCT DRY CREEK RD (Lat: 38.703936, Lng: -122.946300), Route carried "on" structure: County highway , Year Built: 1928, Year Reconstructed: 1962, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 416 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 968 (year 2043), Features Intersected: CANYON CREEK, Facility Carried by Structure: CANYON RD
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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20 0243L, Location: 04-SON-101-R41.43 (Lat: 38.696819, Lng: -122.890858), Route carried "under" structure: County highway , Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 1,100 (year 2019), Truck Traffic: 2%, Features Intersected: GEYSERVILLE AVE, Facility Carried by Structure: US HIGHWAY 101 SB
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.5m (136.2ft)
Structure Number: 20 0243L, Location: 04-SON-101-R41.43 (Lat: 38.696819, Lng: -122.890858), Route carried "under" structure: County highway , Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 1,100 (year 2019), Truck Traffic: 2%, Features Intersected: GEYSERVILLE AVE, Facility Carried by Structure: US HIGHWAY 101 SB
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.5m (136.2ft)
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Structure Number: 20 0243R, Location: 04-SON-101-R41.43 (Lat: 38.696989, Lng: -122.890667), Route carried "under" structure: County highway , Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 1,100 (year 2017), Truck Traffic: 2%, Features Intersected: GEYSERVILLE AVE, Facility Carried by Structure: US HIGHWAY 101 NB
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.5m (136.2ft)
Structure Number: 20 0243R, Location: 04-SON-101-R41.43 (Lat: 38.696989, Lng: -122.890667), Route carried "under" structure: County highway , Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 1,100 (year 2017), Truck Traffic: 2%, Features Intersected: GEYSERVILLE AVE, Facility Carried by Structure: US HIGHWAY 101 NB
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.5m (136.2ft)
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Structure Number: 20 0244L, Location: 04-SON-101-R43.36 (Lat: 38.713392, Lng: -122.919067), Route carried "under" structure: State highway 128, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 2,650 (year 2009), Truck Traffic: 9%, Features Intersected: ST RTE 128 (CANYON RD), Facility Carried by Structure: US HIGHWAY 101 SB
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 4.860, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 45.1m (148.0ft)
Structure Number: 20 0244L, Location: 04-SON-101-R43.36 (Lat: 38.713392, Lng: -122.919067), Route carried "under" structure: State highway 128, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 2,650 (year 2009), Truck Traffic: 9%, Features Intersected: ST RTE 128 (CANYON RD), Facility Carried by Structure: US HIGHWAY 101 SB
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 4.860, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 45.1m (148.0ft)
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Structure Number: 20 0244R, Location: 04-SON-101-R43.36 (Lat: 38.713539, Lng: -122.918775), Route carried "under" structure: State highway 128, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 2,650 (year 2017), Truck Traffic: 9%, Features Intersected: ST RTE 128 (CANYON RD), Facility Carried by Structure: US HIGHWAY 101 NB
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 4.860, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.5m (142.7ft)
Structure Number: 20 0244R, Location: 04-SON-101-R43.36 (Lat: 38.713539, Lng: -122.918775), Route carried "under" structure: State highway 128, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 2,650 (year 2017), Truck Traffic: 9%, Features Intersected: ST RTE 128 (CANYON RD), Facility Carried by Structure: US HIGHWAY 101 NB
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 4.860, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.5m (142.7ft)