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

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Structure Number: 42C0581,  Location: AT DELPHIA AVE (Lat: 36.755844,  Lng: -119.794003),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 506 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 326 (year 2041),  Features Intersected: DRY CREEK CANAL,  Facility Carried by Structure: E PATTERSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42C0585,  Location: NORTH OF FLORADORA AVE (Lat: 36.761358,  Lng: -119.783714),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,934 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,091 (year 2041),  Features Intersected: DRY CREEK CANAL,  Facility Carried by Structure: N THESTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42C0587,  Location: JUST SOUTH OF MCKINLEY AV (Lat: 36.764878,  Lng: -119.718131),  Route carried "on" structure: City street ,  Year Built: 1975,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 14,840 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,954 (year 2043),  Features Intersected: MILL DITCH,  Facility Carried by Structure: N. PEACH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 33.6m (110.2ft)

Condition: Channel: Very 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C0589,  Location: AT SHIELDS AVE (Lat: 36.779544,  Lng: -119.789850),  Route carried "on" structure: City street ,  Year Built: 1941,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 28,100 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 64,129 (year 2035),  Design Load: H 20,  Features Intersected: HERNDON CANAL,  Facility Carried by Structure: N BLACKSTONE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 57.9m (190.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C0591,  Location: 14 MI E OF MAXSON RD (Lat: 36.875217,  Lng: -119.145083),  Route carried "on" structure: County highway ,  Year Built: 1952,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 100 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 224 (year 2041),  Features Intersected: KINGS RIVER,  Facility Carried by Structure: TRIMMERS SPRING RD
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42C0592,  Location: 350 FT EAST OF G STREET (Lat: 36.735906,  Lng: -119.799664),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Posted for load,  Structure Length: 33.77m (110.79ft),  Average Daily Traffic: 5,403 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,580 (year 2041),  Design Load: HS 20,  Features Intersected: UP RR, G STREET & H ST,  Facility Carried by Structure: STANISLAUS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Number Of Approach Spans: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Critical Feature Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C0594,  Location: 0.2 MI N OF SHAW AVE (Lat: 36.810783,  Lng: -119.890961),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 5,881 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,141 (year 2040),  Design Load: HS 20,  Features Intersected: HERNDON CANAL,  Facility Carried by Structure: WATER ISLAND PK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  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

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Structure Number: 42C0601,  Location: SOUTH OF ALLUVIAL AVE (Lat: 36.844114,  Lng: -119.700853),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 14,100 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,200 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: DRY CREEK CANAL,  Facility Carried by Structure: N. CLOVIS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  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: December 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C0603,  Location: 0.25 MI S/O SHAW AVE (Lat: 36.805700,  Lng: -119.857928),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 13,612 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,330 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: HERNDON CANAL,  Facility Carried by Structure: N MARTY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  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

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Structure Number: 42C0608,  Location: AT NIELSEN AVE (Lat: 36.743189,  Lng: -119.821983),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,491 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,647 (year 2043),  Features Intersected: HOUGHTON CANAL,  Facility Carried by Structure: N TEILMAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42C0613,  Location: 0.4 MI NORTH OF OLIVE AVE (Lat: 36.764800,  Lng: -119.673075),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 1.66m (5.45ft),  Average Daily Traffic: 1,800 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,149 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MILL DITCH,  Facility Carried by Structure: N ARMSTRONG 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: 7.9m (25.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42C062,  Location: 0.08 MI N OF COLEMAN AVE (Lat: 36.470228,  Lng: -119.762433),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 500 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,080 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LIBERTY DITCH,  Facility Carried by Structure: S CEDAR AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C0621,  Location: AT N CORNELIA AVE (Lat: 36.749964,  Lng: -119.880328),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 3,800 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,398 (year 2040),  Features Intersected: HOUGHTON CANAL,  Facility Carried by Structure: W BELMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Channel: Excellent,  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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C0626,  Location: 0.1 MI SOUTH OF SR 180 (Lat: 36.734172,  Lng: -119.828292),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 862 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,862 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: DRY CREEK CANAL,  Facility Carried by Structure: ROEDING DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Channel: Very 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42C0627,  Location: 0.17 MI WEST OF HUGHES AV (Lat: 36.728108,  Lng: -119.839044),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 1,545 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,294 (year 2043),  Features Intersected: DRY CREEK CANAL,  Facility Carried by Structure: W KEARNEY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 40.7m (133.5ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C063,  Location: 0.1 MI SOUTH OF SHIELDS (Lat: 36.777458,  Lng: -119.636906),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 500 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 770 (year 2041),  Features Intersected: REDBANK SLOUGH,  Facility Carried by Structure: N LEONARD 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: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C064,  Location: 0.2 MI EAST OF MARKS AVE (Lat: 36.808025,  Lng: -119.840406),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 600 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 616 (year 2042),  Features Intersected: W SHAW AVE,  Facility Carried by Structure: W SHAW LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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

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Structure Number: 42C0646,  Location: AT DAKOTA AVE (Lat: 36.786603,  Lng: -119.808525),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 11,712 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,162 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: HERNDON CANAL,  Facility Carried by Structure: N PALM AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.5m (57.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C0647,  Location: 0.1 MI W/O N MARKS AVE (Lat: 36.742789,  Lng: -119.844719),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 4,902 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,239 (year 2043),  Features Intersected: HOUGHTON CANAL,  Facility Carried by Structure: W. NIELSEN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 6.5m (21.3ft),  Right: 6.5m (21.3ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 33.1m (108.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021

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Structure Number: 42C0648,  Location: 0.2 MI S/O W NIELSEN AVE (Lat: 36.742003,  Lng: -119.844111),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 5,571 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,477 (year 2043),  Features Intersected: HOUGHTON CANAL,  Facility Carried by Structure: N MARKS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 6.5m (21.3ft),  Right: 6.5m (21.3ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 40.1m (131.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021

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Structure Number: 42C065,  Location: 0.15 MI S/O SHEPHERD AVE (Lat: 36.863867,  Lng: -119.683853),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 7,200 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,814 (year 2042),  Features Intersected: ENTERPRISE CANAL,  Facility Carried by Structure: N FOWLER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42C0656,  Location: 0.1 M S OF BARSTOW AVE (Lat: 36.814808,  Lng: -119.916325),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 7,575 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,243 (year 2043),  Features Intersected: HERNDON CANAL,  Facility Carried by Structure: GRANTLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.8m (84.6ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 32.1m (105.3ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42C0659,  Location: 0.25 MI WEST OF CLOVIS AV (Lat: 36.735783,  Lng: -119.704775),  Route carried "on" structure: County highway ,  Year Built: 1910,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 12,102 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 16,520 (year 2041),  Features Intersected: FANCHER CREEK CANAL,  Facility Carried by Structure: E. KINGS CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 29 degrees,  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C066,  Location: 0.3 MI E. OF NEWMARK AVE (Lat: 36.736642,  Lng: -119.528319),  Route carried "on" structure: ServiceOther road ,  Year Built: 2014,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 50 (year 2015),  Average Future Daily Traffic: 61 (year 2040),  Design Load: HL 93,  Features Intersected: FOWLER SWITCH CANAL,  Facility Carried by Structure: FRONTAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42C0664,  Location: JUST WEST OF CLARK ST (Lat: 36.758592,  Lng: -119.786036),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 1,934 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,088 (year 2043),  Features Intersected: DRY CREEK CANAL,  Facility Carried by Structure: HAMMOND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Excellent,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42C0665,  Location: 0.1 MI N OF E CHURCH AVE (Lat: 36.716539,  Lng: -119.709272),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 7,575 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,135 (year 2039),  Features Intersected: CENTRAL CANAL,  Facility Carried by Structure: S. MINNEWAWA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.6m (18.4ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C0667,  Location: 0.15 MI E/O HUGHES-WEST (Lat: 36.735744,  Lng: -119.827108),  Route carried "on" structure: City street ,  Year Built: 1919,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 10,400 (year 2009),  Average Future Daily Traffic: 19,721 (year 2041),  Features Intersected: DRY CREEK CANAL,  Facility Carried by Structure: WHITESBRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C0668,  Location: 0.2 M N/O DAKOTA AVE (Lat: 36.789178,  Lng: -119.663822),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 4,200 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,018 (year 2042),  Features Intersected: GOULD CANAL,  Facility Carried by Structure: N TEMPERANCE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.3m (76.4ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  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

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Structure Number: 42C067,  Location: 0.5 MI WEST OF REED AVE (Lat: 36.603872,  Lng: -119.466311),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 13.49m (44.26ft),  Average Daily Traffic: 20,125 (year 2003),  Truck Traffic: 10%,  Average Future Daily Traffic: 31,852 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: KINGS RIVER,  Facility Carried by Structure: MANNING AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 52.7m (172.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior 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

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Structure Number: 42C0677,  Location: 0.15 MILES EAST OF RTE 99 (Lat: 36.793556,  Lng: -119.861722),  Route carried "on" structure: Business City street ,  Year Built: 2018,  Status: Open,  Structure Length: 17.41m (57.12ft),  Average Daily Traffic: 37,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 42,000 (year 2038),  Design Load: HL 93,  Features Intersected: GOLDEN STATE,RAIL,WEBER,  Facility Carried by Structure: WEST ASHLAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 47.2m (154.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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

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Structure Number: 42C0693,  Location: 0.1 MI S OF E ASHLAND AVE (Lat: 36.792694,  Lng: -119.636917),  Route carried "on" structure: Business City street ,  Year Built: 2014,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 7,000 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,905 (year 2038),  Features Intersected: DOG CREEK,  Facility Carried by Structure: LEONARD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.1m (46.3ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.8m (9.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020

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Structure Number: 42C0699,  Location: NEAR N. BLACKSTONE AVE (Lat: 36.757603,  Lng: -119.789917),  Route carried "on" structure: Business City street ,  Year Built: 1941,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 5,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,141 (year 2041),  Features Intersected: DRY CREEK CANAL,  Facility Carried by Structure: E. OLIVE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 25.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C07,  Location: NORTH OF E. OLIVE AVE (Lat: 36.757656,  Lng: -119.789133),  Route carried "on" structure: Business City street ,  Year Built: 1955,  Status: Open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 4,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,121 (year 2041),  Features Intersected: DRY CREEK CANAL,  Facility Carried by Structure: NORTH ABBY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 30.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C0706,  Location: BTW S CEDAR & S MAPLE AVE (Lat: 36.663389,  Lng: -119.751250),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 10.82m (35.50ft),  Average Daily Traffic: 2,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,600 (year 2040),  Design Load: HL 93,  Features Intersected: RR TRACKS (CA HSR, BNSF),  Facility Carried by Structure: EAST AMERICAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.6m (123.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42H0002,  Location: SW OF BROADWAY ST (Lat: 36.734889,  Lng: -119.798678),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 23.77m (77.99ft),  Average Daily Traffic: 5,560 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,141 (year 2043),  Design Load: HL 93,  Features Intersected: G ST, RR TRACKS, H ST,  Facility Carried by Structure: TUOLUMNE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 46.3m (151.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 41 006,  Location: 06-MAD-099-2.23 (Lat: 36.865758,  Lng: -119.961300),  Route carried "under" structure: State highway 99,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 65,000 (year 2009),  Features Intersected: SR 99 & UP RR,  Facility Carried by Structure: AVENUE 8
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 2.230,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 41 0064,  Location: 06-MAD-099-R0.99 (Lat: 36.851414,  Lng: -119.947414),  Route carried "under" structure: State highway 99,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 65,000 (year 2009),  Features Intersected: SR 99,  Facility Carried by Structure: AVENUE 7
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.990,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 42 0126K,  Location: 06-FRE-099-30.99-FRE (Lat: 36.837300,  Lng: -119.923247),  Route carried "under" structure: State highway 99,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 61,000 (year 2019),  Truck Traffic: 24%,  Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 30.990,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 42 0127,  Location: 06-FRE-099-30.48-FRE (Lat: 36.832283,  Lng: -119.917253),  Route carried "under" structure: Business County highway F364,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2019),  Truck Traffic: 10%,  Features Intersected: HERNDON AVE,  Facility Carried by Structure: STATE ROUTE 99
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 42 013,  Location: 06-FRE-099-28.10-FRE (Lat: 36.808000,  Lng: -119.887122),  Route carried "under" structure: State highway 99,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 65,000 (year 2019),  Truck Traffic: 24%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: SHAW AVENUE
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 28.100,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.6m (110.2ft)

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Structure Number: 42 014,  Location: 06-FRE-099-26.55-FRE (Lat: 36.793514,  Lng: -119.865906),  Route carried "under" structure: State highway 99,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 86,000 (year 2009),  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: ASHLAN AVE
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 26.550,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.1m (121.7ft)

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Structure Number: 42 0148,  Location: 06-FRE-099-26.22-FRE (Lat: 36.790542,  Lng: -119.860403),  Route carried "under" structure: State highway 99,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 90,000 (year 2009),  Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 26.220,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 42 0158E,  Location: 06-FRE-099-20.19-FRE (Lat: 36.724814,  Lng: -119.792822),  Route carried "under" structure: State highway 99,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 75,000 (year 2018),  Truck Traffic: 24%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: VENTURA STREET
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 20.190,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 42 0159,  Location: 06-FRE-099-20.46-FRE (Lat: 36.727864,  Lng: -119.796014),  Route carried "under" structure: State highway 99,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 75,000 (year 2018),  Truck Traffic: 21%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: KERN STREET
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 20.460,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.5m (67.3ft)

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Structure Number: 42 0169,  Location: 06-FRE-099-20.55-FRE (Lat: 36.728822,  Lng: -119.797142),  Route carried "under" structure: State highway 99,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 75,000 (year 2018),  Truck Traffic: 21%,  Features Intersected: STATE ROUTE 99 & RAMPS,  Facility Carried by Structure: TULARE STREET
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 20.550,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 42 017,  Location: 06-FRE-099-20.74-FRE (Lat: 36.730850,  Lng: -119.799242),  Route carried "under" structure: State highway 99,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 75,000 (year 2018),  Truck Traffic: 21%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: FRESNO STREET
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 20.740,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.7m (54.8ft)