Bridge Statistics for Half Moon Bay, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 226ft / 69mTotal length
- $23,399,000Total costs
- 278,160Total average daily traffic
- 9,892Total average daily truck traffic
- 389,059Total future (year 2034) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Half Moon Bay
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11910-1919
- 31950-1959
- 21960-1969
- 21980-1989
- 31990-1999
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 21980-1989
- Bridge Condition - Deck
- 33.3%Very good
- 44.4%Good
- 22.2%Fair
- Bridge Condition - Superstructure
- 9.1%Very good
- 72.7%Good
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Substructure
- 81.8%Good
- 18.2%Poor
- Bridge Condition - Channel
- 30.0%Very good
- 50.0%Good
- 10.0%Satisfactory
- 10.0%Fair
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Structure Number: 35 0015, Location: 04-SM-092-3.30 (Lat: 37.492486, Lng: -122.385158), Route carried "on" structure: State highway 92, Year Built: 1965, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 23,300 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 47,811 (year 2036), Design Load: HS 20, Features Intersected: PILARCITOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.033, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 76.0m (249.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 5.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2014, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35 0015, Location: 04-SM-092-3.30 (Lat: 37.492486, Lng: -122.385158), Route carried "on" structure: State highway 92, Year Built: 1965, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 23,300 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 47,811 (year 2036), Design Load: HS 20, Features Intersected: PILARCITOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.033, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 76.0m (249.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 5.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2014, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35 013, Location: 04-SM-101-23.66-BSBN (Lat: 37.672992, Lng: -122.390069), Route carried "on" structure: US 101, Year Built: 1956, Year Reconstructed: 1969, Status: Open, Structure Length: 18.78m (61.61ft), Average Daily Traffic: 196,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 243,117 (year 2039), Design Load: HS 20, Features Intersected: CALTRAIN,UP RR,SIERRA PT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.366, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 384.0m (1,259.8ft), Skew: 39 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 33.6m (110.2ft), Out-to-Out Width: 35.4m (116.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 187.80m (616.14ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2017, Critical Feature Inspection Date: May 2016, Bridge Improvement Cost: $6,648,000, Roadway Improvement Cost: $1,356,000, Total Project Cost: $11,393,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35 013, Location: 04-SM-101-23.66-BSBN (Lat: 37.672992, Lng: -122.390069), Route carried "on" structure: US 101, Year Built: 1956, Year Reconstructed: 1969, Status: Open, Structure Length: 18.78m (61.61ft), Average Daily Traffic: 196,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 243,117 (year 2039), Design Load: HS 20, Features Intersected: CALTRAIN,UP RR,SIERRA PT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.366, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 384.0m (1,259.8ft), Skew: 39 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 33.6m (110.2ft), Out-to-Out Width: 35.4m (116.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 187.80m (616.14ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2017, Critical Feature Inspection Date: May 2016, Bridge Improvement Cost: $6,648,000, Roadway Improvement Cost: $1,356,000, Total Project Cost: $11,393,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35 0139L, Location: 04-SM-001-28.92-HMBY (Lat: 37.466414, Lng: -122.433814), Route carried "on" structure: State highway 1, Year Built: 1954, Year Reconstructed: 1992, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 14,750 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 26,100 (year 2034), Design Load: HS 20+Mod, Features Intersected: PILARCITOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.892, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 134.0m (439.6ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2014, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35 0139L, Location: 04-SM-001-28.92-HMBY (Lat: 37.466414, Lng: -122.433814), Route carried "on" structure: State highway 1, Year Built: 1954, Year Reconstructed: 1992, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 14,750 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 26,100 (year 2034), Design Load: HS 20+Mod, Features Intersected: PILARCITOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.892, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 134.0m (439.6ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2014, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35 0139R, Location: 04-SM-001-28.92-HMBY (Lat: 37.466336, Lng: -122.433583), Route carried "on" structure: State highway 1, Year Built: 1954, Year Reconstructed: 1992, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 14,750 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 26,100 (year 2034), Design Load: HS 20+Mod, Features Intersected: PILARCITOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.892, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 113.0m (370.7ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2014, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35 0139R, Location: 04-SM-001-28.92-HMBY (Lat: 37.466336, Lng: -122.433583), Route carried "on" structure: State highway 1, Year Built: 1954, Year Reconstructed: 1992, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 14,750 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 26,100 (year 2034), Design Load: HS 20+Mod, Features Intersected: PILARCITOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.892, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 113.0m (370.7ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2014, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35 0313, Location: 04-SM-092-R13.25-FSTC (Lat: 37.561872, Lng: -122.278558), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 24.72m (81.10ft), Average Daily Traffic: 2,500 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 4,658 (year 2034), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 92, Facility Carried by Structure: VINTAGE PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 198.0m (649.6ft), Skew: 29 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 247.20m (811.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $6,299,000, Roadway Improvement Cost: $1,259,000, Total Project Cost: $10,582,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35 0313, Location: 04-SM-092-R13.25-FSTC (Lat: 37.561872, Lng: -122.278558), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 24.72m (81.10ft), Average Daily Traffic: 2,500 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 4,658 (year 2034), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 92, Facility Carried by Structure: VINTAGE PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 198.0m (649.6ft), Skew: 29 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 247.20m (811.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $6,299,000, Roadway Improvement Cost: $1,259,000, Total Project Cost: $10,582,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35 0319, Location: 04-SM-001-33.30-HMBY (Lat: 37.509836, Lng: -122.487878), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 15,600 (year 2009), Average Future Daily Traffic: 35,400 (year 2034), Features Intersected: DENNISTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.333, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 274.0m (899.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2014
Structure Number: 35 0319, Location: 04-SM-001-33.30-HMBY (Lat: 37.509836, Lng: -122.487878), Route carried "on" structure: State highway 1, Year Built: 1990, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 15,600 (year 2009), Average Future Daily Traffic: 35,400 (year 2034), Features Intersected: DENNISTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.333, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 274.0m (899.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2014
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Structure Number: 35C0024, Location: 0.1 MI S PURISMA CRK RD (Lat: 37.402322, Lng: -122.412642), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 63 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 128 (year 2035), Design Load: HS 20+Mod, Features Intersected: PURISMA CREEK, Facility Carried by Structure: VERDI 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 91.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35C0024, Location: 0.1 MI S PURISMA CRK RD (Lat: 37.402322, Lng: -122.412642), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 63 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 128 (year 2035), Design Load: HS 20+Mod, Features Intersected: PURISMA CREEK, Facility Carried by Structure: VERDI 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 91.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35C0025, Location: 0.25 MI S/O SR 92 (Lat: 37.465939, Lng: -122.428850), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 8,350 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,207 (year 2035), Features Intersected: PILARCITOS CREEK, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 131.0m (429.8ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 2.0m (6.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 27.2 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 24.40m (80.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Bridge Improvement Cost: $552,000, Roadway Improvement Cost: $110,000, Total Project Cost: $927,000 ( Estimate for 2017)
Structure Number: 35C0025, Location: 0.25 MI S/O SR 92 (Lat: 37.465939, Lng: -122.428850), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 8,350 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,207 (year 2035), Features Intersected: PILARCITOS CREEK, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 131.0m (429.8ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 2.0m (6.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 27.2 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 24.40m (80.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Bridge Improvement Cost: $552,000, Roadway Improvement Cost: $110,000, Total Project Cost: $927,000 ( Estimate for 2017)
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Structure Number: 35C0051, Location: 1.5 MI E OF MAIN ST (Lat: 37.446306, Lng: -122.404886), Route carried "on" structure: County highway , Year Built: 1914, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 477 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 427 (year 2035), Design Load: H 15, Features Intersected: MILLS CREEK, Facility Carried by Structure: HIGGINS PURISIMA R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 2.4 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: 18.5 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: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 8.20m (26.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $23,000, Total Project Cost: $193,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35C0051, Location: 1.5 MI E OF MAIN ST (Lat: 37.446306, Lng: -122.404886), Route carried "on" structure: County highway , Year Built: 1914, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 477 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 427 (year 2035), Design Load: H 15, Features Intersected: MILLS CREEK, Facility Carried by Structure: HIGGINS PURISIMA R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 2.4 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: 18.5 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: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 8.20m (26.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $23,000, Total Project Cost: $193,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35C0064, Location: 1.1 MI N/W VERDE RD (Lat: 37.396272, Lng: -122.391553), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 73 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 81 (year 2035), Design Load: HS 20+Mod, Features Intersected: LOBITOS CREEK, Facility Carried by Structure: LOBITOS CREEK 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: 9 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.8m (84.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35C0064, Location: 1.1 MI N/W VERDE RD (Lat: 37.396272, Lng: -122.391553), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 73 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 81 (year 2035), Design Load: HS 20+Mod, Features Intersected: LOBITOS CREEK, Facility Carried by Structure: LOBITOS CREEK 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: 9 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.8m (84.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35C0095, Location: WEST CRYSTAL SPRINGS RD (Lat: 37.536803, Lng: -122.349900), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,887 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 1,817 (year 2035), Features Intersected: SAN MATEO CREEK, Facility Carried by Structure: TARTAN TRAIL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 79.0m (259.2ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.7m (15.4ft), Curb-To-Curb Width: 0.8m (2.6ft), Out-to-Out Width: 0.8m (2.6ft)
Condition: Superstructure: Fair, Substructure: Good, Channel: Good, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.80m (32.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017
Structure Number: 35C0095, Location: WEST CRYSTAL SPRINGS RD (Lat: 37.536803, Lng: -122.349900), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,887 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 1,817 (year 2035), Features Intersected: SAN MATEO CREEK, Facility Carried by Structure: TARTAN TRAIL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 79.0m (259.2ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.7m (15.4ft), Curb-To-Curb Width: 0.8m (2.6ft), Out-to-Out Width: 0.8m (2.6ft)
Condition: Superstructure: Fair, Substructure: Good, Channel: Good, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.80m (32.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017
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Structure Number: 35C0098, Location: 0.3 MI E OF MAIN ST (Lat: 37.462314, Lng: -122.426747), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 410 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 213 (year 2035), Design Load: HS 20, Features Intersected: ARROYO LEON CREEK, Facility Carried by Structure: MIRAMONTES ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 0.4m (1.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 65.8 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 21.60m (70.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $36,000, Total Project Cost: $304,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35C0098, Location: 0.3 MI E OF MAIN ST (Lat: 37.462314, Lng: -122.426747), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 410 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 213 (year 2035), Design Load: HS 20, Features Intersected: ARROYO LEON CREEK, Facility Carried by Structure: MIRAMONTES ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 0.4m (1.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 65.8 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 21.60m (70.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $36,000, Total Project Cost: $304,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place