Bridge Statistics for Salida, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 308ft / 94mTotal length
- $777,000Total costs
- 369,266Total average daily traffic
- 54,375Total average daily truck traffic
- 223,271Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Salida
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11910-1919
- 61920-1929
- 11930-1939
- 11940-1949
- 21970-1979
- 22010-2018
- Reconstructed bridges - Historical Statistics
- 11920-1929
- 01930-1939
- 01940-1949
- 11950-1959
- 31960-1969
- 11970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 16.7%Very good
- 41.7%Good
- 41.7%Fair
- Bridge Condition - Superstructure
- 8.3%Very good
- 66.7%Good
- 8.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 16.7%Very good
- 25.0%Good
- 58.3%Fair
- Bridge Condition - Channel
- 20.0%Excellent
- 70.0%Very good
- 10.0%Good
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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 2009), Truck Traffic: 20%, Average Future Daily Traffic: 75,744 (year 2034), 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: 2.0m (6.6ft), Skew: 30 degrees, 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: 2.3 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 2016, Other Special Inspection Date: Febuary 2016, 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 2009), Truck Traffic: 20%, Average Future Daily Traffic: 75,744 (year 2034), 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: 2.0m (6.6ft), Skew: 30 degrees, 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: 2.3 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 2016, Other Special Inspection Date: Febuary 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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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 2034), 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: 2.0m (6.6ft), 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: 3.0m (9.8ft), 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, Inspection Date: October 2016, Critical Feature Inspection Date: April 2017, 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 2034), 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: 2.0m (6.6ft), 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: 3.0m (9.8ft), 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, Inspection Date: October 2016, Critical Feature Inspection Date: April 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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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: 2.427, 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: 2.427, 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)
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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: 0.243, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), 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: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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 2015, 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: 0.243, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), 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: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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 2015, Deck Structure Type: Concrete Cast-file-Place
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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: 6.22m (20.41ft), Average Daily Traffic: 14,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 39,200 (year 2034), Design Load: HL 93, Features Intersected: ROUTE 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 354.0m (1,161.4ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), 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: Fair, 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 2017, 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: 6.22m (20.41ft), Average Daily Traffic: 14,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 39,200 (year 2034), Design Load: HL 93, Features Intersected: ROUTE 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 354.0m (1,161.4ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), 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: Fair, 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 2017, Deck Structure Type: Concrete Cast-file-Place
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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: 2.255, Lanes on structure: 8, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
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: 2.255, Lanes on structure: 8, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
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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 2009), Truck Traffic: 3%, Average Future Daily Traffic: 10,202 (year 2035), 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: 76.0m (249.3ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 2.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 13.70m (44.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $62,000, Total Project Cost: $521,000 ( Estimate for 2017), 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 2009), Truck Traffic: 3%, Average Future Daily Traffic: 10,202 (year 2035), 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: 76.0m (249.3ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 2.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 13.70m (44.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $62,000, Total Project Cost: $521,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 0.91m (2.99ft), Average Daily Traffic: 9,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 10,000 (year 2035), 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: 76.0m (249.3ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.4m (1.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.10m (29.86ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2015, Bridge Improvement Cost: $96,000, Roadway Improvement Cost: $19,000, Total Project Cost: $161,000 ( Estimate for 2017), 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: 0.91m (2.99ft), Average Daily Traffic: 9,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 10,000 (year 2035), 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: 76.0m (249.3ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.4m (1.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.10m (29.86ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2015, Bridge Improvement Cost: $96,000, Roadway Improvement Cost: $19,000, Total Project Cost: $161,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 1,970 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 834 (year 2035), 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: 98.0m (321.5ft), 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 2018, 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: 1,970 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 834 (year 2035), 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: 98.0m (321.5ft), 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 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38C0197, Location: 0.3 MI N/O CICCARELLI RD (Lat: 37.721411, Lng: -121.105050), Route carried "on" structure: County highway , Year Built: 1920, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 700 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 774 (year 2035), Features Intersected: M.I.D. LATERAL #8, Facility Carried by Structure: HAMMET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 1.1m (3.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 38C0197, Location: 0.3 MI N/O CICCARELLI RD (Lat: 37.721411, Lng: -121.105050), Route carried "on" structure: County highway , Year Built: 1920, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 700 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 774 (year 2035), Features Intersected: M.I.D. LATERAL #8, Facility Carried by Structure: HAMMET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 1.1m (3.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 1.07m (3.51ft), Average Daily Traffic: 1,200 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 2,244 (year 2035), 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: 58.0m (190.3ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 3.3 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 2017, 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: 1.07m (3.51ft), Average Daily Traffic: 1,200 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 2,244 (year 2035), 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: 58.0m (190.3ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 3.3 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 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38C0304, Location: 0.4 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: 0.98m (3.22ft), Average Daily Traffic: 2,700 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 3,207 (year 2035), 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: 73.0m (239.5ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.4m (34.1ft)
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 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 38C0304, Location: 0.4 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: 0.98m (3.22ft), Average Daily Traffic: 2,700 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 3,207 (year 2035), 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: 73.0m (239.5ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.4m (34.1ft)
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 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 196 (year 2011), Truck Traffic: 14%, Average Future Daily Traffic: 361 (year 2035), 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: 59.0m (193.6ft), 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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.50m (27.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $11,000, Total Project Cost: $95,000 ( Estimate for 2017), 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: 196 (year 2011), Truck Traffic: 14%, Average Future Daily Traffic: 361 (year 2035), 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: 59.0m (193.6ft), 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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.50m (27.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $11,000, Total Project Cost: $95,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 1,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 1,282 (year 2035), 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: 73.0m (239.5ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.4m (1.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 1.0m (3.3ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, 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: 1,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 1,282 (year 2035), 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: 73.0m (239.5ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.4m (1.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 1.0m (3.3ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
