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

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Structure Number: 42 0402,  Location: 06-FRE-168-R5.94-CLO (Lat: 36.825556,  Lng: -119.713611),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 11.10m (36.42ft),  Average Daily Traffic: 11,250 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,426 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SR 168,  Facility Carried by Structure: VILLA AVE
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 62.0m (203.4ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 42 0403L,  Location: 06-FRE-168-R6.3-CLO (Lat: 36.830556,  Lng: -119.709167),  Route carried "on" structure: State highway 168,  Year Built: 1999,  Status: Open,  Structure Length: 7.34m (24.08ft),  Average Daily Traffic: 15,750 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,641 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SIERRA AVE
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 6.300,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.7m (120.4ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 42 0403R,  Location: 06-FRE-168-R6.3-CLO (Lat: 36.830556,  Lng: -119.709167),  Route carried "on" structure: State highway 168,  Year Built: 1999,  Status: Open,  Structure Length: 7.30m (23.95ft),  Average Daily Traffic: 15,750 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,641 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SIERRA AVE
Minimum Vertical Clearance: 6.80m (22.31ft),  Kilometerpoint: 6.300,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.0m (121.4ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 42 0404L,  Location: 06-FRE-168-R6.66-CLO (Lat: 36.834444,  Lng: -119.704722),  Route carried "on" structure: State highway 168,  Year Built: 1999,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 15,750 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,641 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: PALO ALTO TRAIL
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 6.660,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  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: 39.6m (129.9ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 42 0404R,  Location: 06-FRE-168-R6.66-CLO (Lat: 36.834444,  Lng: -119.704722),  Route carried "on" structure: State highway 168,  Year Built: 1999,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 15,750 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,641 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: PALO ALTO TRAIL
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 6.660,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  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: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 42 0405K,  Location: 06-FRE-168-R6.87-CLO (Lat: 36.836667,  Lng: -119.703889),  Route carried "on" structure: Ramp State highway 168,  Year Built: 1999,  Status: Open,  Structure Length: 7.84m (25.72ft),  Average Daily Traffic: 11,150 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,641 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: HERNDON AVE
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 6.870,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  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: 40.6m (133.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 42 0405L,  Location: 06-FRE-168-R6.87-CLO (Lat: 36.836667,  Lng: -119.703889),  Route carried "on" structure: State highway 168,  Year Built: 1999,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 11,150 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,641 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: HERNDON AVE
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 6.870,  Lanes on structure: 1,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.0m (157.5ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 42 0405R,  Location: 06-FRE-168-R6.87-CLO (Lat: 36.836667,  Lng: -119.703889),  Route carried "on" structure: State highway 168,  Year Built: 1999,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 11,150 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,641 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: HERNDON AVE
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 6.870,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 42 0406L,  Location: 06-FRE-168-R7.13-CLO (Lat: 36.839167,  Lng: -119.700556),  Route carried "on" structure: State highway 168,  Year Built: 1999,  Status: Open,  Structure Length: 7.06m (23.16ft),  Average Daily Traffic: 11,150 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,641 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: CLOVIS AVE
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 7.130,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.7m (41.7ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.6m (126.6ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 42 0406R,  Location: 06-FRE-168-R7.13-CLO (Lat: 36.839167,  Lng: -119.700556),  Route carried "on" structure: State highway 168,  Year Built: 1999,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 11,150 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,641 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: CLOVIS AVE
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 7.130,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.3m (66.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.0m (121.4ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 42 0407,  Location: 06-FRE-168-R7.55-CLO (Lat: 36.840556,  Lng: -119.692500),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 6.90m (22.64ft),  Average Daily Traffic: 1,041 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,546 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SR 168,  Facility Carried by Structure: SUNNYSIDE AVE
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.0m (114.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 42 0408,  Location: 06-FRE-168-R8.04-CLO (Lat: 36.840556,  Lng: -119.684167),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 6.72m (22.05ft),  Average Daily Traffic: 3,713 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,152 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SR 168,  Facility Carried by Structure: FOWLER AVE
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 34.3m (112.5ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.6m (110.2ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 42 0409,  Location: 06-FRE-168-R8.54-CLO (Lat: 36.840833,  Lng: -119.675278),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 6.94m (22.77ft),  Average Daily Traffic: 1,041 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,546 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SR 168,  Facility Carried by Structure: ARMSTRONG AVE
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 42 0422,  Location: 06-FRE-168-R9.2-CLO (Lat: 36.841667,  Lng: -119.658333),  Route carried "on" structure: State highway 168,  Year Built: 2001,  Status: Open,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 31,500 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,282 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: ENTERPRISE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.200,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 16,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.4m (152.2ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 46.4m (152.2ft),  Out-to-Out Width: 46.2m (151.6ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: Febuary 2008

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Structure Number: 42C0113,  Location: 0.2 MI N/O DAKOTA AVE (Lat: 36.789167,  Lng: -119.664167),  Route carried "on" structure: County highway F407,  Year Built: 1961,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,800 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,744 (year 2028),  Features Intersected: GOULD CANAL,  Facility Carried by Structure: N TEMPERANCE 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: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C0115,  Location: 0.15 MI E/O VILLA AVE (Lat: 36.837500,  Lng: -119.710833),  Route carried "on" structure: City street F364,  Year Built: 1978,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 19,406 (year 1988),  Truck Traffic: 5%,  Average Future Daily Traffic: 41,768 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: DRY CREEK CANAL,  Facility Carried by Structure: E. HERNDON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C0187,  Location: AT ASHLAN AVE (Lat: 36.794167,  Lng: -119.718056),  Route carried "on" structure: City street F399,  Year Built: 1969,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 16,900 (year 1989),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,238 (year 2028),  Design Load: HS 20,  Features Intersected: GOULD CANAL,  Facility Carried by Structure: N. PEACH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 24 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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C0223,  Location: WEST OF PEACH AVE (Lat: 36.815833,  Lng: -119.720556),  Route carried "on" structure: City street F361,  Year Built: 1964,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 14,700 (year 1996),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,896 (year 2028),  Features Intersected: DRY CREEK CANAL,  Facility Carried by Structure: E. BARSTOW AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 26 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  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: 14.0m (45.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C0301,  Location: 0.2 MI W/O TEMPERANCE (Lat: 36.851944,  Lng: -119.668611),  Route carried "on" structure: City street ,  Year Built: 1982,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 400 (year 1999),  Truck Traffic: 10%,  Average Future Daily Traffic: 835 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: ENTERPRISE CANAL,  Facility Carried by Structure: E NEES AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C0319,  Location: INTRSXN W/ SHEPHERD AVE (Lat: 36.866389,  Lng: -119.683889),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 5,400 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,832 (year 2028),  Features Intersected: DRY CREEK,  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: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C0323,  Location: 0.3 MI E/O DE WOLF AVE (Lat: 36.823056,  Lng: -119.639722),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,700 (year 1999),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,490 (year 2028),  Features Intersected: ENTERPRISE CANAL,  Facility Carried by Structure: E BULLARD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C0337,  Location: 0.6 MI NORTH OF SHIELDS (Lat: 36.787500,  Lng: -119.655000),  Route carried "on" structure: County highway ,  Year Built: 1925,  Year Reconstructed: 1940,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 100 (year 1999),  Truck Traffic: 10%,  Average Future Daily Traffic: 208 (year 2028),  Features Intersected: GOULD CANAL,  Facility Carried by Structure: N LOCAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C0494,  Location: 0.16 MI SOUTH OF BULLARD (Lat: 36.820556,  Lng: -119.636944),  Route carried "on" structure: City street ,  Year Built: 1925,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 900 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 835 (year 2028),  Features Intersected: ENTERPRISE CANAL,  Facility Carried by Structure: N LEONARD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 3 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $61,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $92,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C0525,  Location: EAST OF CLOVIS AVE (Lat: 36.844722,  Lng: -119.700833),  Route carried "on" structure: City street F419,  Year Built: 1970,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 890 (year 1996),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,352 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: DRY CREEK CANAL,  Facility Carried by Structure: E. ALLUVIAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  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: 19.5m (64.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C0586,  Location: 0.11 MI W/O SUNNYSIDE (Lat: 36.866944,  Lng: -119.695000),  Route carried "on" structure: City street ,  Year Built: 1970,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 4,500 (year 1999),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,353 (year 2028),  Design Load: HS 20,  Features Intersected: ENTERPRISE CANAL,  Facility Carried by Structure: E SHEPHERD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C0601,  Location: SOUTH OF ALLUVIAL AVE (Lat: 36.844167,  Lng: -119.701111),  Route carried "on" structure: City street F401,  Year Built: 1991,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,000 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,177 (year 2028),  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)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42C0604,  Location: 0.2 MI S. OF ASHLAN AVE (Lat: 36.792500,  Lng: -119.682222),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 10,800 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,611 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: GOULD CANAL,  Facility Carried by Structure: N. FOWLER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42C0612,  Location: 0.2 MI S/O ASHLAN AVE (Lat: 36.792222,  Lng: -119.673056),  Route carried "on" structure: City street F406,  Year Built: 1997,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,400 (year 2000),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,923 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: GOULD CANAL,  Facility Carried by Structure: N. ARMSTRONG AVE
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),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: November 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42C0642,  Location: 0.3 MI W/O MARION AVE (Lat: 36.851944,  Lng: -119.703333),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,700 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,550 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: DRY CREEK,  Facility Carried by Structure: NEES AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 20 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: 21.0m (68.9ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: November 2006

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Structure Number: 42C0645,  Location: 0.1 MI SOUTH OF NEES AVE (Lat: 36.850000,  Lng: -119.665833),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 600 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,253 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: ENTERPRISE CANAL,  Facility Carried by Structure: N TEMPERANCE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  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: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: November 2006

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Structure Number: 42C065,  Location: 0.15 MI S/O SHEPHERD AVE (Lat: 36.863889,  Lng: -119.684167),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,300 (year 1999),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,595 (year 2028),  Design Load: HS 20+Mod,  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: Very good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: November 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42 0402,  Location: 06-FRE-168-R5.94-CLO (Lat: 36.825556,  Lng: -119.713611),  Route carried "under" structure: State highway 168,  Year Built: 1999,  Structure Length: 11.10m (36.42ft),  Average Daily Traffic: 60,000 (year 2000),  Truck Traffic: 3%,  Features Intersected: SR 168,  Facility Carried by Structure: VILLA AVE
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.594,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 62.0m (203.4ft)

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Structure Number: 42 0407,  Location: 06-FRE-168-R7.55-CLO (Lat: 36.840556,  Lng: -119.692500),  Route carried "under" structure: State highway 168,  Year Built: 1999,  Structure Length: 6.90m (22.64ft),  Average Daily Traffic: 22,300 (year 2000),  Truck Traffic: 6%,  Features Intersected: SR 168,  Facility Carried by Structure: SUNNYSIDE AVE
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.755,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 42 0408,  Location: 06-FRE-168-R8.04-CLO (Lat: 36.840556,  Lng: -119.684167),  Route carried "under" structure: State highway 168,  Year Built: 1999,  Structure Length: 6.72m (22.05ft),  Average Daily Traffic: 60,000 (year 2000),  Truck Traffic: 3%,  Features Intersected: SR 168,  Facility Carried by Structure: FOWLER AVE
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.804,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 33.6m (110.2ft)

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Structure Number: 42 0409,  Location: 06-FRE-168-R8.54-CLO (Lat: 36.840833,  Lng: -119.675278),  Route carried "under" structure: State highway 168,  Year Built: 1999,  Structure Length: 6.94m (22.77ft),  Average Daily Traffic: 10,800 (year 2000),  Truck Traffic: 3%,  Features Intersected: SR 168,  Facility Carried by Structure: ARMSTRONG AVE
Minimum Vertical Clearance: 0.55m (1.80ft),  Kilometerpoint: 0.854,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 34.7m (113.8ft)