Bridge Statistics for Salida, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 308ft / 93.9mTotal length
- 371,050Total average daily traffic
- 55,332Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Salida
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11910-1919
- 51920-1929
- 11930-1939
- 11940-1949
- 21970-1979
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11920-1929
- 01930-1939
- 01940-1949
- 11950-1959
- 31960-1969
- 11970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 63.6%Good
- 9.1%Satisfactory
- 27.3%Fair
- Bridge Condition - Superstructure
- 72.7%Good
- 27.3%Fair
- Bridge Condition - Substructure
- 45.5%Good
- 54.5%Fair
- Bridge Condition - Channel
- 22.2%Excellent
- 66.7%Very good
- 11.1%Good
Find on map >> Show street view
Structure Number: 29 0013L, Location: 10-SJ-099-0.00 (Lat: 37.730006, Lng: -121.109603), Route carried "on" structure: State highway 99, Year Built: 1903, Year Reconstructed: 1967, Status: Open, Structure Length: 37.18m (121.98ft), Average Daily Traffic: 53,500 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 75,744 (year 2038), Design Load: H 15, Features Intersected: STANISLAUS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.0m (65.6ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 23, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: October 2020, Other Special Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 29 0013L, Location: 10-SJ-099-0.00 (Lat: 37.730006, Lng: -121.109603), Route carried "on" structure: State highway 99, Year Built: 1903, Year Reconstructed: 1967, Status: Open, Structure Length: 37.18m (121.98ft), Average Daily Traffic: 53,500 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 75,744 (year 2038), Design Load: H 15, Features Intersected: STANISLAUS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.0m (65.6ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 23, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: October 2020, Other Special Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 29 0013R, Location: 10-SJ-099-0.00 (Lat: 37.730058, Lng: -121.109383), Route carried "on" structure: State highway 99, Year Built: 1948, Year Reconstructed: 1970, Status: Open, Structure Length: 39.41m (129.30ft), Average Daily Traffic: 53,500 (year 2009), Truck Traffic: 20%, Average Future Daily Traffic: 75,744 (year 2037), Design Load: HS 20, Features Intersected: STANISLAUS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.0m (65.6ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 25, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 53.8 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: 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, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: October 2020, Critical Feature Inspection Date: April 2021, Other Special Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 29 0013R, Location: 10-SJ-099-0.00 (Lat: 37.730058, Lng: -121.109383), Route carried "on" structure: State highway 99, Year Built: 1948, Year Reconstructed: 1970, Status: Open, Structure Length: 39.41m (129.30ft), Average Daily Traffic: 53,500 (year 2009), Truck Traffic: 20%, Average Future Daily Traffic: 75,744 (year 2037), Design Load: HS 20, Features Intersected: STANISLAUS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.0m (65.6ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 25, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 53.8 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: 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, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: October 2020, Critical Feature Inspection Date: April 2021, Other Special Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 38 0158Y, Location: 10-STA-099-R24.30 (Lat: 37.724869, Lng: -121.104344), Route carried "on" structure: State highway 99, Year Built: 1970, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 2,000 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 3,679 (year 2037), Design Load: HS 20+Mod, Features Intersected: UP RR, Facility Carried by Structure: HAMMETT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.300, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 38 0158Y, Location: 10-STA-099-R24.30 (Lat: 37.724869, Lng: -121.104344), Route carried "on" structure: State highway 99, Year Built: 1970, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 2,000 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 3,679 (year 2037), Design Load: HS 20+Mod, Features Intersected: UP RR, Facility Carried by Structure: HAMMETT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.300, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 38 0163, Location: 10-STA-219-0.30 (Lat: 37.708833, Lng: -121.081250), Route carried "on" structure: State highway 219, Year Built: 2016, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 14,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 40,124 (year 2041), Design Load: HL 93, Features Intersected: ROUTE 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.300, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.6m (100.4ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 42.1m (138.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 38 0163, Location: 10-STA-219-0.30 (Lat: 37.708833, Lng: -121.081250), Route carried "on" structure: State highway 219, Year Built: 2016, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 14,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 40,124 (year 2041), Design Load: HL 93, Features Intersected: ROUTE 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.300, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.6m (100.4ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 42.1m (138.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 38C0068, Location: 0.4 MI S/O BROADWAY (Lat: 37.702961, Lng: -121.077164), Route carried "on" structure: County highway , Year Built: 1938, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 9,500 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 10,408 (year 2041), Design Load: H 15, Features Intersected: M.I.D. LATERAL #6, Facility Carried by Structure: SALIDA BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 21.4 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: 16.5 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 38C0068, Location: 0.4 MI S/O BROADWAY (Lat: 37.702961, Lng: -121.077164), Route carried "on" structure: County highway , Year Built: 1938, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 9,500 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 10,408 (year 2041), Design Load: H 15, Features Intersected: M.I.D. LATERAL #6, Facility Carried by Structure: SALIDA BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 21.4 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: 16.5 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 38C0069, Location: 0.4 MI S/O BROADWAY (Lat: 37.702917, Lng: -121.077350), Route carried "on" structure: County highway , Year Built: 1912, Year Reconstructed: 1927, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 9,500 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 10,202 (year 2041), Features Intersected: M.I.D. LATERAL #6, Facility Carried by Structure: SALIDA BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 71.6 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 38C0069, Location: 0.4 MI S/O BROADWAY (Lat: 37.702917, Lng: -121.077350), Route carried "on" structure: County highway , Year Built: 1912, Year Reconstructed: 1927, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 9,500 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 10,202 (year 2041), Features Intersected: M.I.D. LATERAL #6, Facility Carried by Structure: SALIDA BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 71.6 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 38C0108, Location: 0.3 MI N MURPHY/BACON RD (Lat: 37.700556, Lng: -121.086650), Route carried "on" structure: County highway , Year Built: 1922, Year Reconstructed: 1990, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,165 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 1,353 (year 2044), Features Intersected: M.I.D. LATERAL #6, Facility Carried by Structure: FINNEY ROAD
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: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 38C0108, Location: 0.3 MI N MURPHY/BACON RD (Lat: 37.700556, Lng: -121.086650), Route carried "on" structure: County highway , Year Built: 1922, Year Reconstructed: 1990, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,165 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 1,353 (year 2044), Features Intersected: M.I.D. LATERAL #6, Facility Carried by Structure: FINNEY ROAD
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: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 38C0226, Location: 0.4 MI W/O TOOMES RD (Lat: 37.703525, Lng: -121.103289), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 1,345 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 2,289 (year 2041), Features Intersected: M.I.D. LATERAL #6, Facility Carried by Structure: COVERT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 38C0226, Location: 0.4 MI W/O TOOMES RD (Lat: 37.703525, Lng: -121.103289), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 1,345 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 2,289 (year 2041), Features Intersected: M.I.D. LATERAL #6, Facility Carried by Structure: COVERT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 38C0304, Location: 0.4 MILE W/O DAKOTA RD (Lat: 37.681686, Lng: -121.075703), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1950, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 4,684 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 5,000 (year 2043), Features Intersected: M.I.D. LATERAL #7, Facility Carried by Structure: BECKWITH 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), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 38C0304, Location: 0.4 MILE W/O DAKOTA RD (Lat: 37.681686, Lng: -121.075703), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1950, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 4,684 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 5,000 (year 2043), Features Intersected: M.I.D. LATERAL #7, Facility Carried by Structure: BECKWITH 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), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 38C0308, Location: 0.4 MI N/O COVERT RD (Lat: 37.708761, Lng: -121.114031), Route carried "on" structure: County highway , Year Built: 1925, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 72 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 102 (year 2042), Features Intersected: M.I.D. LATERAL #6, Facility Carried by Structure: WILLIAMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: 38C0308, Location: 0.4 MI N/O COVERT RD (Lat: 37.708761, Lng: -121.114031), Route carried "on" structure: County highway , Year Built: 1925, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 72 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 102 (year 2042), Features Intersected: M.I.D. LATERAL #6, Facility Carried by Structure: WILLIAMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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
Find on map >> Show street view
Structure Number: 38C0322, Location: 0.05 MI N COVERT RD (Lat: 37.704197, Lng: -121.104783), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1965, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,284 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,600 (year 2043), Features Intersected: M.I.D. LATERAL #6, Facility Carried by Structure: HAMMETT 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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 24.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 38C0322, Location: 0.05 MI N COVERT RD (Lat: 37.704197, Lng: -121.104783), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1965, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,284 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,600 (year 2043), Features Intersected: M.I.D. LATERAL #6, Facility Carried by Structure: HAMMETT 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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 24.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 38 014, Location: 10-STA-099-R24.27 (Lat: 37.725700, Lng: -121.103606), Route carried "under" structure: State highway 99, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 110,000 (year 2009), Truck Traffic: 14%, Features Intersected: STATE ROUTE 99, Facility Carried by Structure: HAMMETT RD
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 24.270, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 38 014, Location: 10-STA-099-R24.27 (Lat: 37.725700, Lng: -121.103606), Route carried "under" structure: State highway 99, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 110,000 (year 2009), Truck Traffic: 14%, Features Intersected: STATE ROUTE 99, Facility Carried by Structure: HAMMETT RD
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 24.270, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.2m (108.9ft)
Find on map >> Show street view
Structure Number: 38 0163, Location: 10-STA-219-0.30 (Lat: 37.708833, Lng: -121.081250), Route carried "under" structure: State highway 99, Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 109,000 (year 2009), Truck Traffic: 14%, Features Intersected: ROUTE 99, Facility Carried by Structure: ROUTE 219
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 22.550, Lanes on structure: 8, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.6m (100.4ft)
Structure Number: 38 0163, Location: 10-STA-219-0.30 (Lat: 37.708833, Lng: -121.081250), Route carried "under" structure: State highway 99, Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 109,000 (year 2009), Truck Traffic: 14%, Features Intersected: ROUTE 99, Facility Carried by Structure: ROUTE 219
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 22.550, Lanes on structure: 8, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.6m (100.4ft)