Bridge Statistics for Fresno, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 42 0305R, Location: 06-FRE-041-R30.45-FRE (Lat: 36.837444, Lng: -119.784819), Route carried "on" structure: State highway 41, Year Built: 1988, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 54,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 88,619 (year 2030), Design Load: HS 20+Mod, Features Intersected: HERNDON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.450, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0308L, Location: 06-FRE-041-R31.68-FRE (Lat: 36.854569, Lng: -119.789222), Route carried "on" structure: State highway 41, Year Built: 1989, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 54,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 88,619 (year 2030), Design Load: HS 20+Mod, Features Intersected: FRIANT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.680, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0308R, Location: 06-FRE-041-R31.68-FRE (Lat: 36.854792, Lng: -119.788889), Route carried "on" structure: State highway 41, Year Built: 1989, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 54,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 88,619 (year 2030), Design Load: HS 20+Mod, Features Intersected: FRIANT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.680, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0311F, Location: 06-FRE-099-21.74-FRE (Lat: 36.740194, Lng: -119.812708), Route carried "on" structure: Ramp State highway 99, Year Built: 1995, Status: Open, Structure Length: 18.19m (59.68ft), Average Daily Traffic: 20,000 (year 2004), Truck Traffic: 14%, Average Future Daily Traffic: 30,912 (year 2029), Design Load: HS 20+Mod, Features Intersected: E180-S99, 99, N99-W180
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.740, Lanes on structure: 2, Lanes under structure: 9, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 51.4m (168.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0312F, Location: 06-FRE-180-R56.39-FRE (Lat: 36.741917, Lng: -119.813528), Route carried "on" structure: Ramp State highway 180, Year Built: 1995, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 101 (year 1995), Truck Traffic: 10%, Average Future Daily Traffic: 111 (year 2029), Design Load: HS 20+Mod, Features Intersected: N99-W180 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.390, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.2m (56.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.4m (158.8ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0312L, Location: 06-FRE-180-R56.4-FRE (Lat: 36.741833, Lng: -119.813278), Route carried "on" structure: State highway 180, Year Built: 2003, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 8,000 (year 1999), Truck Traffic: 4%, Average Future Daily Traffic: 9,068 (year 2034), Design Load: HS 20+Mod, Features Intersected: N99-W180 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.400, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.7m (159.8ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Poor, Superstructure: Very good, Substructure: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0312R, Location: 06-FRE-180-R56.41-FRE (Lat: 36.741681, Lng: -119.812931), Route carried "on" structure: State highway 180, Year Built: 2003, Status: Open, Structure Length: 4.89m (16.04ft), Average Daily Traffic: 8,000 (year 1999), Truck Traffic: 4%, Average Future Daily Traffic: 9,068 (year 2034), Design Load: HS 20+Mod, Features Intersected: N99-W180 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.410, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.9m (160.4ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 42 0313L, Location: 06-FRE-180-R56.66-FRE (Lat: 36.744028, Lng: -119.809139), Route carried "on" structure: State highway 180, Year Built: 1995, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 49,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 54,986 (year 2033), Design Load: HS 20+Mod, Features Intersected: G STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.660, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0313R, Location: 06-FRE-180-R56.67-FRE (Lat: 36.743889, Lng: -119.808722), Route carried "on" structure: State highway 180, Year Built: 1995, Status: Open, Structure Length: 5.99m (19.65ft), Average Daily Traffic: 49,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 54,986 (year 2033), Design Load: HS 20+Mod, Features Intersected: G STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.670, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 26.3m (86.3ft), Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0314L, Location: 06-FRE-180-R56.78-FRE (Lat: 36.745111, Lng: -119.807111), Route carried "on" structure: State highway 180, Year Built: 1995, Status: Open, Structure Length: 12.51m (41.04ft), Average Daily Traffic: 49,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 54,986 (year 2033), Design Load: HS 20+Mod, Features Intersected: UP RR, SJVR, & H STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.780, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0314R, Location: 06-FRE-180-R56.78-FRE (Lat: 36.744889, Lng: -119.806833), Route carried "on" structure: State highway 180, Year Built: 1995, Status: Open, Structure Length: 12.43m (40.78ft), Average Daily Traffic: 49,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 54,986 (year 2033), Design Load: HS 20+Mod, Features Intersected: UP RR, SJVR, & H STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.780, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 43.1m (141.4ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0315L, Location: 06-FRE-180-R57.07-FRE (Lat: 36.747306, Lng: -119.803000), Route carried "on" structure: State highway 180, Year Built: 1995, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 49,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 54,986 (year 2033), Design Load: HS 20+Mod, Features Intersected: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.070, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0315R, Location: 06-FRE-180-R57.07-FRE (Lat: 36.746944, Lng: -119.803000), Route carried "on" structure: State highway 180, Year Built: 1995, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 49,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 54,986 (year 2033), Design Load: HS 20+Mod, Features Intersected: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.070, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0316K, Location: 06-FRE-180-R57.24-FRE (Lat: 36.748944, Lng: -119.800389), Route carried "on" structure: Ramp State highway 180, Year Built: 1995, Status: Open, Structure Length: 4.62m (15.16ft), Average Daily Traffic: 101 (year 1995), Truck Traffic: 15%, Average Future Daily Traffic: 111 (year 2029), Design Load: HS 20+Mod, Features Intersected: FULTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.240, Lanes on structure: 1, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.8m (147.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0316L, Location: 06-FRE-180-R57.24-FRE (Lat: 36.748694, Lng: -119.800389), Route carried "on" structure: State highway 180, Year Built: 1995, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 49,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 54,986 (year 2033), Design Load: HS 20+Mod, Features Intersected: FULTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.240, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.1m (157.8ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0316R, Location: 06-FRE-180-R57.24-FRE (Lat: 36.748389, Lng: -119.800389), Route carried "on" structure: State highway 180, Year Built: 1995, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 49,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 54,986 (year 2033), Design Load: HS 20+Mod, Features Intersected: FULTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.240, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.3m (155.2ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0317L, Location: 06-FRE-180-R57.34-FRE (Lat: 36.749528, Lng: -119.798889), Route carried "on" structure: State highway 180, Year Built: 1995, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 49,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 54,986 (year 2033), Design Load: HS 20+Mod, Features Intersected: VAN NESS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.340, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.6m (146.3ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0317R, Location: 06-FRE-180-R57.34-FRE (Lat: 36.749194, Lng: -119.798889), Route carried "on" structure: State highway 180, Year Built: 1995, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 49,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 54,986 (year 2033), Design Load: HS 20+Mod, Features Intersected: VAN NESS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.340, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.7m (143.4ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0318L, Location: 06-FRE-180-R57.45-FRE (Lat: 36.750667, Lng: -119.796333), Route carried "on" structure: State highway 180, Year Built: 1995, Status: Open, Structure Length: 26.18m (85.89ft), Average Daily Traffic: 49,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 54,986 (year 2033), Design Load: HS 20+Mod, Features Intersected: BELMONT AV, SAN PABLO AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.450, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 19 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 42 0318R, Location: 06-FRE-180-R57.45-FRE (Lat: 36.750472, Lng: -119.796000), Route carried "on" structure: State highway 180, Year Built: 1995, Status: Open, Structure Length: 24.70m (81.04ft), Average Daily Traffic: 49,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 54,986 (year 2033), Design Load: HS 20+Mod, Features Intersected: BELMONT, PARK, SAN PABLO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.450, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 19 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 42.2m (138.5ft), Curb-To-Curb Width: 21.8m (71.5ft), Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0319K, Location: 06-FRE-180-R57.84-FRE (Lat: 36.752278, Lng: -119.790556), Route carried "on" structure: Ramp State highway 180, Year Built: 1980, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 7,750 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 24,097 (year 2029), Design Load: HS 20+Mod, Features Intersected: BLACKSTONE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.840, Lanes on structure: 1, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42 0319L, Location: 06-FRE-180-R57.84-FRE (Lat: 36.752083, Lng: -119.790528), Route carried "on" structure: State highway 180, Year Built: 1995, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 49,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 54,986 (year 2033), Design Load: HS 20+Mod, Features Intersected: BLACKSTONE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.840, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.6m (126.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Poor, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0319R, Location: 06-FRE-180-R57.84-FRE (Lat: 36.751806, Lng: -119.790528), Route carried "on" structure: State highway 180, Year Built: 1995, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 49,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 54,986 (year 2033), Design Load: HS 20+Mod, Features Intersected: BLACKSTONE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.840, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.6m (126.6ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0320L, Location: 06-FRE-180-R57.92-FRE (Lat: 36.752389, Lng: -119.789250), Route carried "on" structure: State highway 180, Year Built: 1980, Year Reconstructed: 1995, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 49,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 54,986 (year 2033), Design Load: HS 20+Mod, Features Intersected: ABBY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.920, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0320R, Location: 06-FRE-180-R57.92-FRE (Lat: 36.752083, Lng: -119.789250), Route carried "on" structure: State highway 180, Year Built: 1995, Status: Open, Structure Length: 4.16m (13.65ft), Average Daily Traffic: 49,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 54,986 (year 2033), Design Load: HS 20+Mod, Features Intersected: ABBY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.920, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0320S, Location: 06-FRE-180-R57.92-FRE (Lat: 36.751917, Lng: -119.789278), Route carried "on" structure: Ramp State highway 180, Year Built: 1995, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 101 (year 1995), Truck Traffic: 15%, Average Future Daily Traffic: 309 (year 2029), Design Load: HS 20+Mod, Features Intersected: ABBY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.920, Lanes on structure: 1, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.2m (125.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0321L, Location: 06-FRE-180-R58.04-FRE (Lat: 36.752806, Lng: -119.787167), Route carried "on" structure: State highway 180, Year Built: 1980, Year Reconstructed: 1995, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 49,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 132,666 (year 2030), Design Load: HS 20+Mod, Features Intersected: BNSF RY & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.040, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0321R, Location: 06-FRE-180-R58.04-FRE (Lat: 36.752528, Lng: -119.787194), Route carried "on" structure: State highway 180, Year Built: 1980, Year Reconstructed: 1994, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 49,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 132,666 (year 2030), Design Load: HS 20+Mod, Features Intersected: BNSF RY & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.040, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0322L, Location: 06-FRE-180-R58.36-FRE (Lat: 36.753778, Lng: -119.781528), Route carried "on" structure: State highway 180, Year Built: 1980, Year Reconstructed: 1999, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 49,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 132,666 (year 2030), Design Load: HS 20+Mod, Features Intersected: FRESNO STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.360, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.4m (139.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Bridge Improvement Cost: $922,000, Roadway Improvement Cost: $184,000, Total Project Cost: $1,548,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0322R, Location: 06-FRE-180-R58.36-FRE (Lat: 36.753472, Lng: -119.781500), Route carried "on" structure: State highway 180, Year Built: 1980, Year Reconstructed: 1999, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 49,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 132,666 (year 2030), Design Load: HS 20+Mod, Features Intersected: FRESNO STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.360, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.4m (83.3ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.4m (139.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.4m (83.3ft), Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0323J, Location: 06-FRE-180-R58.87-FRE (Lat: 36.755278, Lng: -119.772500), Route carried "on" structure: Ramp State highway 180, Year Built: 1999, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 20,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 31,959 (year 2034), Design Load: HS 20+Mod, Features Intersected: FIRST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.870, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0323K, Location: 06-FRE-180-R58.87-FRE (Lat: 36.755083, Lng: -119.772528), Route carried "on" structure: Ramp State highway 180, Year Built: 1999, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 11,250 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 17,414 (year 2029), Design Load: HS 20+Mod, Features Intersected: FIRST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.870, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0323L, Location: 06-FRE-180-R58.86-FRE (Lat: 36.754861, Lng: -119.772500), Route carried "on" structure: State highway 180, Year Built: 1999, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 68,000 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 94,680 (year 2032), Design Load: HS 20+Mod, Features Intersected: FIRST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.860, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0323R, Location: 06-FRE-180-R58.86-FRE (Lat: 36.754583, Lng: -119.772500), Route carried "on" structure: State highway 180, Year Built: 1999, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 68,000 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 94,680 (year 2032), Design Load: HS 20+Mod, Features Intersected: FIRST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.860, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0326, Location: 06-FRE-180-R59.88-FRE (Lat: 36.755000, Lng: -119.754444), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 16.02m (52.56ft), Average Daily Traffic: 23,400 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 39,568 (year 2029), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 180, Facility Carried by Structure: CEDAR AVENUE
Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 11, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.6m (129.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 43.8m (143.7ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 39.6m (129.9ft), Out-to-Out Width: 44.5m (146.0ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0327G, Location: 06-FRE-168-R.32-FRE (Lat: 36.754986, Lng: -119.750889), Route carried "on" structure: Ramp State highway 168, Year Built: 1999, Status: Open, Structure Length: 28.70m (94.16ft), Average Daily Traffic: 60,000 (year 2001), Truck Traffic: 3%, Average Future Daily Traffic: 77,280 (year 2029), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 180 & RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.320, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 55.8m (183.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0328G, Location: 06-FRE-168-R.55-FRE (Lat: 36.757722, Lng: -119.749097), Route carried "on" structure: Ramp State highway 168, Year Built: 1999, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 62,300 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 98,507 (year 2029), Design Load: HS 20+Mod, Features Intersected: OLIVE AVE
Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 0.550, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0331F, Location: 06-FRE-168-R.39-FRE (Lat: 36.756125, Lng: -119.751042), Route carried "on" structure: Ramp State highway 168, Year Built: 1999, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 62,300 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 98,507 (year 2029), Design Load: HS 20+Mod, Features Intersected: CEDAR AVE ON & OFF-RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.390, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 53.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0332F, Location: 06-FRE-168-R.5-FRE (Lat: 36.755444, Lng: -119.747958), Route carried "on" structure: Ramp State highway 168, Year Built: 2005, Status: Open, Structure Length: 58.40m (191.60ft), Average Daily Traffic: 12,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 35,000 (year 2029), Design Load: HS 20+Mod, Features Intersected: SR 180,RAMPS,OLIVE,MAPLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.500, Lanes on structure: 2, Lanes under structure: 19, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 11, Length of Maximum Span: 75.5m (247.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0333F, Location: 06-FRE-168-R.52-FRE (Lat: 36.757722, Lng: -119.749708), Route carried "on" structure: Ramp State highway 168, Year Built: 1999, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 62,300 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 98,507 (year 2029), Design Load: HS 20+Mod, Features Intersected: OLIVE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.520, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 52.4m (171.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0334L, Location: 06-FRE-168-R.73-FRE (Lat: 36.761361, Lng: -119.749472), Route carried "on" structure: State highway 168, Year Built: 1998, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 42,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 71,000 (year 2029), Design Load: HS 20+Mod, Features Intersected: FLORADORA AVE & SJVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.730, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 16, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0334R, Location: 06-FRE-168-R.73-FRE (Lat: 36.761361, Lng: -119.749097), Route carried "on" structure: State highway 168, Year Built: 1998, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 42,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 71,000 (year 2030), Design Load: HS 20+Mod, Features Intersected: FLORADORA AVE & SJVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.730, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 16, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.6m (67.6ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0335L, Location: 06-FRE-168-R.97-FRE (Lat: 36.765014, Lng: -119.749542), Route carried "on" structure: State highway 168, Year Built: 1998, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 31,150 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 49,253 (year 2029), Design Load: HS 20+Mod, Features Intersected: MCKINLEY AVE, MILL DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.970, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.4m (119.4ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0337, Location: 06-FRE-168-R1.49-FRE (Lat: 36.772292, Lng: -119.749292), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 22,896 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 28,851 (year 2029), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 168 & RAMPS, Facility Carried by Structure: CLINTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 25.5m (83.7ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0338, Location: 06-FRE-168-R2.02-FRE (Lat: 36.779597, Lng: -119.749167), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 16,023 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 19,578 (year 2029), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 168, Facility Carried by Structure: SHIELDS AVE
Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 39.1m (128.3ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0339, Location: 06-FRE-168-R2.52-FRE (Lat: 36.786847, Lng: -119.749028), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 7.09m (23.26ft), Average Daily Traffic: 20,785 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 25,760 (year 2029), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 168, Facility Carried by Structure: DAKOTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 19.4m (63.6ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 53.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place