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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 in Half Moon Bay, CA - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 11910-1919
  • 31950-1959
  • 21960-1969
  • 21980-1989
  • 31990-1999
Reconstructed bridges in Half Moon Bay, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11960-1969
  • 01970-1979
  • 21980-1989
Average Bridge Daily Traffic in Half Moon Bay, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 33.3%Very good
  • 44.4%Good
  • 22.2%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 9.1%Very good
  • 72.7%Good
  • 9.1%Fair
  • 9.1%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 81.8%Good
  • 18.2%Poor
Bridge Condition - Channel
  • 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
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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
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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
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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
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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
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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
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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
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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)
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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
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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
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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
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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
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