Bridge Statistics for Laton, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 177ft / 53.9mTotal length
- 60,558Total average daily traffic
- 4,497Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Laton
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 31920-1929
- 31930-1939
- 41940-1949
- 41950-1959
- 21960-1969
- 11970-1979
- 31980-1989
- Reconstructed bridges - Historical Statistics
- 21940-1949
- 01950-1959
- 01960-1969
- 11970-1979
- 31980-1989
- 11990-1999
- Bridge Condition - Deck
- 76.5%Good
- 23.5%Fair
- Bridge Condition - Superstructure
- 70.6%Good
- 29.4%Fair
- Bridge Condition - Substructure
- 35.3%Good
- 5.9%Satisfactory
- 58.8%Fair
- Bridge Condition - Channel
- 5.0%Very good
- 50.0%Good
- 40.0%Satisfactory
- 5.0%Fair
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Structure Number: 42 0081, Location: 06-FRE-043-0.78 (Lat: 36.453314, Lng: -119.636117), Route carried "on" structure: State highway 43, Year Built: 1953, Year Reconstructed: 1992, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 12,300 (year 2009), Average Future Daily Traffic: 18,976 (year 2042), Features Intersected: COLE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.780, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42 0081, Location: 06-FRE-043-0.78 (Lat: 36.453314, Lng: -119.636117), Route carried "on" structure: State highway 43, Year Built: 1953, Year Reconstructed: 1992, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 12,300 (year 2009), Average Future Daily Traffic: 18,976 (year 2042), Features Intersected: COLE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.780, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42C0161, Location: 0.3 MI EAST OF PEACH AVE (Lat: 36.430972, Lng: -119.721606), Route carried "on" structure: County highway , Year Built: 1928, Year Reconstructed: 1947, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,270 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 3,683 (year 2040), Features Intersected: BIG B DITCH, Facility Carried by Structure: E MOUNT WHITNEY AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42C0161, Location: 0.3 MI EAST OF PEACH AVE (Lat: 36.430972, Lng: -119.721606), Route carried "on" structure: County highway , Year Built: 1928, Year Reconstructed: 1947, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,270 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 3,683 (year 2040), Features Intersected: BIG B DITCH, Facility Carried by Structure: E MOUNT WHITNEY AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42C0166, Location: 0.2 MI S/O MT WHITNEY AVE (Lat: 36.430058, Lng: -119.686050), Route carried "on" structure: County highway , Year Built: 1980, Year Reconstructed: 2021, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,775 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 7,189 (year 2040), Features Intersected: GRANT CANAL, Facility Carried by Structure: S FOWLER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.7m (48.2ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 42C0166, Location: 0.2 MI S/O MT WHITNEY AVE (Lat: 36.430058, Lng: -119.686050), Route carried "on" structure: County highway , Year Built: 1980, Year Reconstructed: 2021, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,775 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 7,189 (year 2040), Features Intersected: GRANT CANAL, Facility Carried by Structure: S FOWLER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.7m (48.2ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 42C0168, Location: 0.06 MI N OF RIVERDALE AV (Lat: 36.438919, Lng: -119.688203), Route carried "on" structure: County highway , Year Built: 1922, Year Reconstructed: 1978, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 2,200 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 3,432 (year 2040), Features Intersected: MURPHY SLOUGH, Facility Carried by Structure: S FOWLER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42C0168, Location: 0.06 MI N OF RIVERDALE AV (Lat: 36.438919, Lng: -119.688203), Route carried "on" structure: County highway , Year Built: 1922, Year Reconstructed: 1978, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 2,200 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 3,432 (year 2040), Features Intersected: MURPHY SLOUGH, Facility Carried by Structure: S FOWLER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42C0169, Location: 0.9 MI NORTH OF HARLAN AV (Lat: 36.459431, Lng: -119.690456), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1949, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,900 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 4,442 (year 2042), Features Intersected: LIBERTY DITCH, Facility Carried by Structure: S FOWLER AVE
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), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42C0169, Location: 0.9 MI NORTH OF HARLAN AV (Lat: 36.459431, Lng: -119.690456), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1949, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,900 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 4,442 (year 2042), Features Intersected: LIBERTY DITCH, Facility Carried by Structure: S FOWLER AVE
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), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42C0293, Location: 0.9 MI EAST OF FOWLER AVE (Lat: 36.433711, Lng: -119.671556), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 1,350 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 2,824 (year 2040), Design Load: HS 20+Mod, Features Intersected: COLE SLOUGH, Facility Carried by Structure: DE WOODY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 42C0293, Location: 0.9 MI EAST OF FOWLER AVE (Lat: 36.433711, Lng: -119.671556), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 1,350 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 2,824 (year 2040), Design Load: HS 20+Mod, Features Intersected: COLE SLOUGH, Facility Carried by Structure: DE WOODY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 42C036, Location: 0.5 MI EAST OF FOWLER AVE (Lat: 36.445333, Lng: -119.681067), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 183 (year 2042), Features Intersected: LIBERTY DITCH, Facility Carried by Structure: E HARLAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42C036, Location: 0.5 MI EAST OF FOWLER AVE (Lat: 36.445333, Lng: -119.681067), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 183 (year 2042), Features Intersected: LIBERTY DITCH, Facility Carried by Structure: E HARLAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42C0361, Location: 0.05 MI N/O RIVERDALE AVE (Lat: 36.438717, Lng: -119.690647), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 200 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 364 (year 2042), Features Intersected: MURPHY SLOUGH, Facility Carried by Structure: S FATIMA AVE
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), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42C0361, Location: 0.05 MI N/O RIVERDALE AVE (Lat: 36.438717, Lng: -119.690647), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 200 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 364 (year 2042), Features Intersected: MURPHY SLOUGH, Facility Carried by Structure: S FATIMA AVE
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), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42C0362, Location: 0.3 MI N/O RIVERDALE AVE (Lat: 36.442853, Lng: -119.708528), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 400 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 694 (year 2042), Design Load: HS 20+Mod, Features Intersected: MURPHY SLOUGH, Facility Carried by Structure: S CLOVIS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 42C0362, Location: 0.3 MI N/O RIVERDALE AVE (Lat: 36.442853, Lng: -119.708528), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 400 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 694 (year 2042), Design Load: HS 20+Mod, Features Intersected: MURPHY SLOUGH, Facility Carried by Structure: S CLOVIS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 42C0373, Location: 0.25 MI S/O MT WHITNEY AV (Lat: 36.426931, Lng: -119.708567), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 120 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 180 (year 2042), Features Intersected: GRANT CANAL, Facility Carried by Structure: S CLOVIS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.6m (18.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42C0373, Location: 0.25 MI S/O MT WHITNEY AV (Lat: 36.426931, Lng: -119.708567), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 120 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 180 (year 2042), Features Intersected: GRANT CANAL, Facility Carried by Structure: S CLOVIS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.6m (18.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42C0374, Location: 0.25 MI S/O MT WHITNEY AV (Lat: 36.426975, Lng: -119.695117), Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 180 (year 2040), Features Intersected: GRANT CANAL, Facility Carried by Structure: OLD KINGSTON GRADE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42C0374, Location: 0.25 MI S/O MT WHITNEY AV (Lat: 36.426975, Lng: -119.695117), Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 180 (year 2040), Features Intersected: GRANT CANAL, Facility Carried by Structure: OLD KINGSTON GRADE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42C0515, Location: 0.18 MI S/O MT WHITNEY AV (Lat: 36.428344, Lng: -119.731000), Route carried "on" structure: County highway , Year Built: 1937, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 210 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 352 (year 2042), Design Load: H 15, Features Intersected: GRANT CANAL, Facility Carried by Structure: S TIBURCIO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 22.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42C0515, Location: 0.18 MI S/O MT WHITNEY AV (Lat: 36.428344, Lng: -119.731000), Route carried "on" structure: County highway , Year Built: 1937, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 210 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 352 (year 2042), Design Load: H 15, Features Intersected: GRANT CANAL, Facility Carried by Structure: S TIBURCIO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 22.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42C0528, Location: 1.0 MI SOUTH OF DAVIS AVE (Lat: 36.459464, Lng: -119.708367), Route carried "on" structure: County highway , Year Built: 1942, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 300 (year 1988), Truck Traffic: 5%, Average Future Daily Traffic: 457 (year 2042), Features Intersected: LIBERTY DITCH, Facility Carried by Structure: S CLOVIS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 15.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42C0528, Location: 1.0 MI SOUTH OF DAVIS AVE (Lat: 36.459464, Lng: -119.708367), Route carried "on" structure: County highway , Year Built: 1942, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 300 (year 1988), Truck Traffic: 5%, Average Future Daily Traffic: 457 (year 2042), Features Intersected: LIBERTY DITCH, Facility Carried by Structure: S CLOVIS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 15.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42C0555, Location: 0.7 MI EAST OF FOWLER AVE (Lat: 36.435172, Lng: -119.674272), Route carried "on" structure: County highway , Year Built: 1932, Year Reconstructed: 1985, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 2,346 (year 2042), Design Load: HS 20, Features Intersected: GRANT CANAL, Facility Carried by Structure: DE WOODY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42C0555, Location: 0.7 MI EAST OF FOWLER AVE (Lat: 36.435172, Lng: -119.674272), Route carried "on" structure: County highway , Year Built: 1932, Year Reconstructed: 1985, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 2,346 (year 2042), Design Load: HS 20, Features Intersected: GRANT CANAL, Facility Carried by Structure: DE WOODY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 45 0063, Location: 06-KIN-043-26.40 (Lat: 36.429178, Lng: -119.636375), Route carried "on" structure: State highway 43, Year Built: 1954, Year Reconstructed: 1985, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 10,200 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 11,116 (year 2042), Design Load: HS 20, Features Intersected: KINGS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.400, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.9 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: 29.2 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 45 0063, Location: 06-KIN-043-26.40 (Lat: 36.429178, Lng: -119.636375), Route carried "on" structure: State highway 43, Year Built: 1954, Year Reconstructed: 1985, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 10,200 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 11,116 (year 2042), Design Load: HS 20, Features Intersected: KINGS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.400, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.9 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: 29.2 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 45 0064, Location: 06-KIN-043-26.76 (Lat: 36.434400, Lng: -119.636119), Route carried "on" structure: State highway 43, Year Built: 1951, Year Reconstructed: 1995, Status: Open, Structure Length: 11.16m (36.61ft), Average Daily Traffic: 10,200 (year 2009), Average Future Daily Traffic: 22,000 (year 2038), Design Load: HS 20, Features Intersected: KINGS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.760, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 17, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 45 0064, Location: 06-KIN-043-26.76 (Lat: 36.434400, Lng: -119.636119), Route carried "on" structure: State highway 43, Year Built: 1951, Year Reconstructed: 1995, Status: Open, Structure Length: 11.16m (36.61ft), Average Daily Traffic: 10,200 (year 2009), Average Future Daily Traffic: 22,000 (year 2038), Design Load: HS 20, Features Intersected: KINGS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.760, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 17, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 45C0016, Location: KINGS & FRESNO CO LINE (Lat: 36.425556, Lng: -119.686206), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 12.50m (41.01ft), Average Daily Traffic: 3,183 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 2,663 (year 2039), Design Load: H 20, Features Intersected: KINGS RIVER, Facility Carried by Structure: 12 3/4 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 19, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 45C0016, Location: KINGS & FRESNO CO LINE (Lat: 36.425556, Lng: -119.686206), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 12.50m (41.01ft), Average Daily Traffic: 3,183 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 2,663 (year 2039), Design Load: H 20, Features Intersected: KINGS RIVER, Facility Carried by Structure: 12 3/4 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 19, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 45C0059, Location: 0.5 MI W OF 12TH AVE (Lat: 36.401183, Lng: -119.681922), Route carried "on" structure: County highway , Year Built: 1918, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 4,650 (year 2017), Truck Traffic: 20%, Average Future Daily Traffic: 3,196 (year 2039), Features Intersected: LAST CHANCE DITCH, Facility Carried by Structure: EXCELSIOR AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 45C0059, Location: 0.5 MI W OF 12TH AVE (Lat: 36.401183, Lng: -119.681922), Route carried "on" structure: County highway , Year Built: 1918, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 4,650 (year 2017), Truck Traffic: 20%, Average Future Daily Traffic: 3,196 (year 2039), Features Intersected: LAST CHANCE DITCH, Facility Carried by Structure: EXCELSIOR AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 45C0093, Location: 0.5 MI N OF EXCELSIOR AVE (Lat: 36.408514, Lng: -119.672836), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 600 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 426 (year 2039), Design Load: HS 20, Features Intersected: LAST CHANCE DITCH, Facility Carried by Structure: 12TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 45C0093, Location: 0.5 MI N OF EXCELSIOR AVE (Lat: 36.408514, Lng: -119.672836), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 600 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 426 (year 2039), Design Load: HS 20, Features Intersected: LAST CHANCE DITCH, Facility Carried by Structure: 12TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 45C0134, Location: 0.2 MI E OF 12TH AVE (Lat: 36.415703, Lng: -119.669350), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 500 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 362 (year 2039), Features Intersected: LAST CHANCE DITCH, Facility Carried by Structure: DOVER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, 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, 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: November 2021
Structure Number: 45C0134, Location: 0.2 MI E OF 12TH AVE (Lat: 36.415703, Lng: -119.669350), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 500 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 362 (year 2039), Features Intersected: LAST CHANCE DITCH, Facility Carried by Structure: DOVER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, 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, 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: November 2021
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Structure Number: 42C0162, Location: AT LATONIA AVE (Lat: 36.432814, Lng: -119.686278), Route carried "under" structure: County highway , Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 4,000 (year 2012), Truck Traffic: 2%, Features Intersected: S FOWLER AVE, Facility Carried by Structure: BNSF RY & AMTRAK
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 20.0m (65.6ft)
Structure Number: 42C0162, Location: AT LATONIA AVE (Lat: 36.432814, Lng: -119.686278), Route carried "under" structure: County highway , Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 4,000 (year 2012), Truck Traffic: 2%, Features Intersected: S FOWLER AVE, Facility Carried by Structure: BNSF RY & AMTRAK
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 20.0m (65.6ft)