Bridge Statistics for La Honda, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 69ft / 20.7mTotal length
- $211,000Total costs
- 10,865Total average daily traffic
- 395Total average daily truck traffic
- 18,995Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for La Honda
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 61950-1959
- 11960-1969
- 11970-1979
- 11980-1989
- Bridge Condition - Deck
- 66.7%Good
- 33.3%Fair
- Bridge Condition - Superstructure
- 57.1%Good
- 28.6%Fair
- 14.3%Poor
- Bridge Condition - Substructure
- 71.4%Good
- 28.6%Fair
- Bridge Condition - Channel
- 10.0%Excellent
- 50.0%Very good
- 10.0%Good
- 10.0%Satisfactory
- 20.0%Fair
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Structure Number: 35 0163, Location: 04-SM-084-3.92 (Lat: 37.319719, Lng: -122.338056), Route carried "on" structure: State highway 84, Year Built: 1954, Year Reconstructed: 1987, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 1,400 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 2,576 (year 2037), Design Load: HS 20, Features Intersected: EL CORTE DE MADERA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.920, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 29.5 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: 22.7 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35 0163, Location: 04-SM-084-3.92 (Lat: 37.319719, Lng: -122.338056), Route carried "on" structure: State highway 84, Year Built: 1954, Year Reconstructed: 1987, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 1,400 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 2,576 (year 2037), Design Load: HS 20, Features Intersected: EL CORTE DE MADERA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.920, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 29.5 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: 22.7 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35 0165, Location: 04-SM-084-6.18 (Lat: 37.316556, Lng: -122.302331), Route carried "on" structure: State highway 84, Year Built: 1957, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,400 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 2,576 (year 2037), Design Load: HS 20, Features Intersected: SAN GREGORIO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.180, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 33.0 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: 25.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35 0165, Location: 04-SM-084-6.18 (Lat: 37.316556, Lng: -122.302331), Route carried "on" structure: State highway 84, Year Built: 1957, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,400 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 2,576 (year 2037), Design Load: HS 20, Features Intersected: SAN GREGORIO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.180, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 33.0 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: 25.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35 0166, Location: 04-SM-084-7.55 (Lat: 37.313564, Lng: -122.284231), Route carried "on" structure: State highway 84, Year Built: 1957, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,400 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 2,559 (year 2037), Design Load: HS 20, Features Intersected: SAN GREGORIO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.550, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 33.4 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35 0166, Location: 04-SM-084-7.55 (Lat: 37.313564, Lng: -122.284231), Route carried "on" structure: State highway 84, Year Built: 1957, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,400 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 2,559 (year 2037), Design Load: HS 20, Features Intersected: SAN GREGORIO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.550, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 33.4 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35 0167, Location: 04-SM-084-8.10 (Lat: 37.310442, Lng: -122.277831), Route carried "on" structure: State highway 84, Year Built: 1957, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 1,400 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 2,559 (year 2037), Design Load: HS 20, Features Intersected: LA HONDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.100, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35 0167, Location: 04-SM-084-8.10 (Lat: 37.310442, Lng: -122.277831), Route carried "on" structure: State highway 84, Year Built: 1957, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 1,400 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 2,559 (year 2037), Design Load: HS 20, Features Intersected: LA HONDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.100, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35 0168, Location: 04-SM-084-8.61 (Lat: 37.315078, Lng: -122.274586), Route carried "on" structure: State highway 84, Year Built: 1955, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,400 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 2,559 (year 2037), Features Intersected: LA HONDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.610, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 35 0168, Location: 04-SM-084-8.61 (Lat: 37.315078, Lng: -122.274586), Route carried "on" structure: State highway 84, Year Built: 1955, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,400 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 2,559 (year 2037), Features Intersected: LA HONDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.610, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 35 0169, Location: 04-SM-084-9.67 (Lat: 37.328750, Lng: -122.270750), Route carried "on" structure: State highway 84, Year Built: 1954, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 2,900 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 4,197 (year 2037), Features Intersected: LA HONDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.670, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
Structure Number: 35 0169, Location: 04-SM-084-9.67 (Lat: 37.328750, Lng: -122.270750), Route carried "on" structure: State highway 84, Year Built: 1954, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 2,900 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 4,197 (year 2037), Features Intersected: LA HONDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.670, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
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Structure Number: 35C0054, Location: ALPINE RD @ PESCADERO RD (Lat: 37.299503, Lng: -122.265289), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 848 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,599 (year 2042), Features Intersected: ALPINE CREEK, Facility Carried by Structure: PESCADERO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.2m (30.2ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 35C0054, Location: ALPINE RD @ PESCADERO RD (Lat: 37.299503, Lng: -122.265289), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 848 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,599 (year 2042), Features Intersected: ALPINE CREEK, Facility Carried by Structure: PESCADERO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.2m (30.2ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 35C0116, Location: 0.1 MI N OF SH 84 (Lat: 37.321572, Lng: -122.337369), Route carried "on" structure: County highway , Year Built: 1920, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 16 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 53 (year 2042), Features Intersected: EL CORTE DE MADERA CRK, Facility Carried by Structure: MADERA LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $25,000, Total Project Cost: $211,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35C0116, Location: 0.1 MI N OF SH 84 (Lat: 37.321572, Lng: -122.337369), Route carried "on" structure: County highway , Year Built: 1920, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 16 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 53 (year 2042), Features Intersected: EL CORTE DE MADERA CRK, Facility Carried by Structure: MADERA LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $25,000, Total Project Cost: $211,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35C0125, Location: SOUTH OF SR 84 (Lat: 37.310567, Lng: -122.277553), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1 (year 2011), Average Future Daily Traffic: 1 (year 2038), Features Intersected: ALPINE CREEK, Facility Carried by Structure: EMERGENCY EXIT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 2.7m (8.9ft), Out-to-Out Width: 2.7m (8.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 35C0125, Location: SOUTH OF SR 84 (Lat: 37.310567, Lng: -122.277553), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1 (year 2011), Average Future Daily Traffic: 1 (year 2038), Features Intersected: ALPINE CREEK, Facility Carried by Structure: EMERGENCY EXIT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 2.7m (8.9ft), Out-to-Out Width: 2.7m (8.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 35C0186, Location: 0.1 MI. EAST OF SR 84 (Lat: 37.318961, Lng: -122.273794), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 316 (year 2042), Features Intersected: LA HONDA CREEK, Facility Carried by Structure: ENTRADA WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft)
Condition: Channel: Excellent, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 35C0186, Location: 0.1 MI. EAST OF SR 84 (Lat: 37.318961, Lng: -122.273794), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 316 (year 2042), Features Intersected: LA HONDA CREEK, Facility Carried by Structure: ENTRADA WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft)
Condition: Channel: Excellent, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020