Bridge Statistics for Coalinga, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 148ft / 45.1mTotal length
- 29,840Total average daily traffic
- 2,975Total average daily truck traffic
- 40,141Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Coalinga
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 21940-1949
- 51970-1979
- 11980-1989
- 22000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 11960-1969
- 11970-1979
- Bridge Condition - Deck
- 91.7%Good
- 8.3%Fair
- Bridge Condition - Superstructure
- 91.7%Good
- 8.3%Fair
- Bridge Condition - Substructure
- 75.0%Good
- 25.0%Fair
- Bridge Condition - Channel
- 15.4%Very good
- 53.8%Good
- 15.4%Satisfactory
- 15.4%Fair
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Structure Number: 42 0021, Location: 06-FRE-033-16.68 (Lat: 36.152525, Lng: -120.354278), Route carried "on" structure: State highway 33, Year Built: 2003, Status: Open, Structure Length: 12.00m (39.37ft), Average Daily Traffic: 5,000 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 5,644 (year 2043), Design Load: HS 20+Mod, Features Intersected: LOS GATOS CREEK SOUTH CH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.680, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very 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: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 42 0021, Location: 06-FRE-033-16.68 (Lat: 36.152525, Lng: -120.354278), Route carried "on" structure: State highway 33, Year Built: 2003, Status: Open, Structure Length: 12.00m (39.37ft), Average Daily Traffic: 5,000 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 5,644 (year 2043), Design Load: HS 20+Mod, Features Intersected: LOS GATOS CREEK SOUTH CH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.680, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very 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: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 42 0099, Location: 06-FRE-198-19.15 (Lat: 36.106008, Lng: -120.402375), Route carried "on" structure: State highway 198, Year Built: 1984, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 1,100 (year 2009), Truck Traffic: 17%, Average Future Daily Traffic: 6,097 (year 2043), Design Load: HS 20+Mod, Features Intersected: KOLINGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.150, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42 0099, Location: 06-FRE-198-19.15 (Lat: 36.106008, Lng: -120.402375), Route carried "on" structure: State highway 198, Year Built: 1984, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 1,100 (year 2009), Truck Traffic: 17%, Average Future Daily Traffic: 6,097 (year 2043), Design Load: HS 20+Mod, Features Intersected: KOLINGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.150, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42 0115, Location: 06-FRE-033-5.28 (Lat: 36.073028, Lng: -120.227953), Route carried "on" structure: State highway 33, Year Built: 1930, Year Reconstructed: 1962, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 2,100 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 3,050 (year 2043), Design Load: HS 20+Mod, Features Intersected: ZAPATO CHINO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.280, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42 0115, Location: 06-FRE-033-5.28 (Lat: 36.073028, Lng: -120.227953), Route carried "on" structure: State highway 33, Year Built: 1930, Year Reconstructed: 1962, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 2,100 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 3,050 (year 2043), Design Load: HS 20+Mod, Features Intersected: ZAPATO CHINO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.280, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42 0424, Location: 06-FRE-033-14.88-CLNG (Lat: 36.136717, Lng: -120.346025), Route carried "on" structure: State highway 33, Year Built: 2001, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 8,800 (year 2009), Truck Traffic: 13%, Average Future Daily Traffic: 6,004 (year 2043), Design Load: HS 20+Mod, Features Intersected: WARTHAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.880, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 15.6m (51.2ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 42 0424, Location: 06-FRE-033-14.88-CLNG (Lat: 36.136717, Lng: -120.346025), Route carried "on" structure: State highway 33, Year Built: 2001, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 8,800 (year 2009), Truck Traffic: 13%, Average Future Daily Traffic: 6,004 (year 2043), Design Load: HS 20+Mod, Features Intersected: WARTHAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.880, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 15.6m (51.2ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 42 0441, Location: 06-FRE-033-11.00 (Lat: 36.137006, Lng: -120.277081), Route carried "on" structure: State highway 33, Year Built: 2016, Status: Open, Structure Length: 4.16m (13.65ft), Average Daily Traffic: 4,350 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 5,989 (year 2043), Design Load: Greater than HL93, Features Intersected: JACALITOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.000, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.6m (136.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Equal to 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 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 42 0441, Location: 06-FRE-033-11.00 (Lat: 36.137006, Lng: -120.277081), Route carried "on" structure: State highway 33, Year Built: 2016, Status: Open, Structure Length: 4.16m (13.65ft), Average Daily Traffic: 4,350 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 5,989 (year 2043), Design Load: Greater than HL93, Features Intersected: JACALITOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.000, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.6m (136.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Equal to 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 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 42C0078, Location: JACALITOS CREEK RD (Lat: 36.102031, Lng: -120.310961), Route carried "on" structure: County highway , Year Built: 1940, Year Reconstructed: 1970, Status: Posted for load, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 290 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 467 (year 2041), Features Intersected: JACALITOS CREEK, Facility Carried by Structure: LOST HILLS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42C0078, Location: JACALITOS CREEK RD (Lat: 36.102031, Lng: -120.310961), Route carried "on" structure: County highway , Year Built: 1940, Year Reconstructed: 1970, Status: Posted for load, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 290 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 467 (year 2041), Features Intersected: JACALITOS CREEK, Facility Carried by Structure: LOST HILLS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42C0097, Location: 2.0 MI NORTH OF JAYNE AVE (Lat: 36.166175, Lng: -120.210536), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 800 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 1,448 (year 2041), Design Load: HS 20+Mod, Features Intersected: ARROYO PASAJERO, Facility Carried by Structure: S EL DORADO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 38.6 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: 21.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42C0097, Location: 2.0 MI NORTH OF JAYNE AVE (Lat: 36.166175, Lng: -120.210536), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 800 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 1,448 (year 2041), Design Load: HS 20+Mod, Features Intersected: ARROYO PASAJERO, Facility Carried by Structure: S EL DORADO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 38.6 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: 21.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42C0098, Location: 0.7 MI NORTH OF JAYNE AVE (Lat: 36.146183, Lng: -120.283142), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 1,000 (year 2011), Truck Traffic: 16%, Average Future Daily Traffic: 1,448 (year 2041), Design Load: HS 20+Mod, Features Intersected: LOS GATOS CREEK, Facility Carried by Structure: S CALAVERAS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.6 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: 21.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42C0098, Location: 0.7 MI NORTH OF JAYNE AVE (Lat: 36.146183, Lng: -120.283142), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 1,000 (year 2011), Truck Traffic: 16%, Average Future Daily Traffic: 1,448 (year 2041), Design Load: HS 20+Mod, Features Intersected: LOS GATOS CREEK, Facility Carried by Structure: S CALAVERAS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.6 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: 21.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42C0103, Location: 1.6 MI WEST OF I-5 (Lat: 36.137564, Lng: -120.187672), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 4,400 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 5,291 (year 2039), Design Load: HS 20+Mod, Features Intersected: ZAPATO CHINO CREEK, Facility Carried by Structure: W JAYNE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 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: 38.2 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: Better than present minimum criteria, 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 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42C0103, Location: 1.6 MI WEST OF I-5 (Lat: 36.137564, Lng: -120.187672), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 4,400 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 5,291 (year 2039), Design Load: HS 20+Mod, Features Intersected: ZAPATO CHINO CREEK, Facility Carried by Structure: W JAYNE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 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: 38.2 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: Better than present minimum criteria, 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 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42C0426, Location: 1.8 MI NORTH OF JAYNE AVE (Lat: 36.163936, Lng: -120.210531), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 800 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 1,291 (year 2041), Design Load: HS 20, Features Intersected: COALINGA CANAL, Facility Carried by Structure: S EL DORADO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.0 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: 30.8 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: 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 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 42C0426, Location: 1.8 MI NORTH OF JAYNE AVE (Lat: 36.163936, Lng: -120.210531), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 800 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 1,291 (year 2041), Design Load: HS 20, Features Intersected: COALINGA CANAL, Facility Carried by Structure: S EL DORADO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.0 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: 30.8 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: 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 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 42C0427, Location: 1.0 MI S JAYNE AVE (Lat: 36.122883, Lng: -120.200108), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 500 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 642 (year 2041), Features Intersected: ZAPATO CHINO CREEK, Facility Carried by Structure: S SUTTER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Channel: Good, 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, 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 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42C0427, Location: 1.0 MI S JAYNE AVE (Lat: 36.122883, Lng: -120.200108), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 500 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 642 (year 2041), Features Intersected: ZAPATO CHINO CREEK, Facility Carried by Structure: S SUTTER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Channel: Good, 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, 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 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42C0472, Location: 0.3 MI W OF MONTEREY AVE (Lat: 36.179881, Lng: -120.381800), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 2.60m (8.53ft), Average Daily Traffic: 300 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 1,190 (year 2041), Features Intersected: LOS GATOS CREEK, Facility Carried by Structure: W GALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 28.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42C0472, Location: 0.3 MI W OF MONTEREY AVE (Lat: 36.179881, Lng: -120.381800), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 2.60m (8.53ft), Average Daily Traffic: 300 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 1,190 (year 2041), Features Intersected: LOS GATOS CREEK, Facility Carried by Structure: W GALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 28.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42C0473, Location: 0.3 MI NORTH OF GALE AVE (Lat: 36.184889, Lng: -120.391025), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1968, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 400 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 1,580 (year 2041), Design Load: HS 20+Mod, Features Intersected: LOS GATOS CREEK, Facility Carried by Structure: S DERRICK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 42C0473, Location: 0.3 MI NORTH OF GALE AVE (Lat: 36.184889, Lng: -120.391025), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1968, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 400 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 1,580 (year 2041), Design Load: HS 20+Mod, Features Intersected: LOS GATOS CREEK, Facility Carried by Structure: S DERRICK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place