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

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Structure Number: 45 0016L,  Location: 06-KIN-041-R45.54 (Lat: 36.362492,  Lng: -119.809583),  Route carried "on" structure: State highway 41,  Year Built: 1976,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 8,800 (year 2009),  Truck Traffic: 14%,  Average Future Daily Traffic: 12,451 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOUTH FORK KINGS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.540,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 45 0016R,  Location: 06-KIN-041-R45.54 (Lat: 36.362719,  Lng: -119.809300),  Route carried "on" structure: State highway 41,  Year Built: 1956,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 8,800 (year 2009),  Truck Traffic: 14%,  Average Future Daily Traffic: 12,451 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTH FORK KINGS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.540,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 45 0058L,  Location: 06-KIN-198-7.17 (Lat: 36.270436,  Lng: -119.835158),  Route carried "on" structure: State highway 198,  Year Built: 1963,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 9,000 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,782 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SJVR SPUR & 21ST AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.170,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 45 0058R,  Location: 06-KIN-198-7.17 (Lat: 36.270208,  Lng: -119.835167),  Route carried "on" structure: State highway 198,  Year Built: 1963,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 9,000 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,782 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SJVR SPUR & 21ST AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.170,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 45 0076,  Location: 06-KIN-198-R10.56 (Lat: 36.291844,  Lng: -119.780933),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 8,765 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,076 (year 2041),  Design Load: HS 20,  Features Intersected: STATE ROUTE 198,  Facility Carried by Structure: 18TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 30.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $950,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $1,596,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 45 0077,  Location: 06-KIN-198-R12.11 (Lat: 36.297658,  Lng: -119.755461),  Route carried "on" structure: County highway Z073,  Year Built: 1964,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 9,000 (year 1998),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,977 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 198,  Facility Carried by Structure: HOUSTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.02m (26.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,279,000,  Roadway Improvement Cost: $255,000,  Total Project Cost: $2,148,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 45 0082,  Location: 06-KIN-198-R11.18 (Lat: 36.291650,  Lng: -119.769969),  Route carried "on" structure: State highway 198,  Year Built: 1962,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 21,300 (year 2009),  Average Future Daily Traffic: 53,383 (year 2038),  Features Intersected: LEMOORE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.180,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021

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Structure Number: 45 0100L,  Location: 06-KIN-041-R40.99 (Lat: 36.296272,  Lng: -119.810575),  Route carried "on" structure: State highway 41,  Year Built: 1998,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 4,550 (year 2009),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,344 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: BUSH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.990,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 45 0100R,  Location: 06-KIN-041-R40.99 (Lat: 36.296319,  Lng: -119.810247),  Route carried "on" structure: State highway 41,  Year Built: 1998,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 4,550 (year 2009),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,344 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: BUSH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.990,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 45 0101L,  Location: 06-KIN-041-R41.16 (Lat: 36.299261,  Lng: -119.810903),  Route carried "on" structure: State highway 41,  Year Built: 1999,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 4,550 (year 2009),  Truck Traffic: 14%,  Average Future Daily Traffic: 13,303 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: CIMARRON RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.160,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 45 0101R,  Location: 06-KIN-041-R41.16 (Lat: 36.299322,  Lng: -119.810514),  Route carried "on" structure: State highway 41,  Year Built: 1999,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 4,550 (year 2009),  Truck Traffic: 14%,  Average Future Daily Traffic: 13,303 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: CIMARRON RR
Minimum Vertical Clearance: 7.11m (23.33ft),  Kilometerpoint: 41.160,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 45 0102L,  Location: 06-KIN-041-R39.96 (Lat: 36.281864,  Lng: -119.808186),  Route carried "on" structure: State highway 41,  Year Built: 1998,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 5,850 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 6,736 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 198
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 39.960,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 45 0102R,  Location: 06-KIN-041-R39.96 (Lat: 36.282039,  Lng: -119.807792),  Route carried "on" structure: State highway 41,  Year Built: 1998,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 5,850 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 6,736 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 198
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 39.960,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.5m (80.4ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  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: 45 0104,  Location: 06-KIN-198-R8.90 (Lat: 36.286106,  Lng: -119.798933),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 18,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,076 (year 2041),  Design Load: HL 93,  Features Intersected: STATE ROUTE 198,  Facility Carried by Structure: 19TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  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: 53.3m (174.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Fair,  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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 45C0015,  Location: 0.2 MI N/0 GRANGEVILLE BL (Lat: 36.347950,  Lng: -119.851264),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 5.80m (19.03ft),  Average Daily Traffic: 1,257 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,567 (year 2042),  Design Load: H 20,  Features Intersected: CLARKS FORK KINGS RIVER,  Facility Carried by Structure: 22ND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 45C002,  Location: 0.6 MI W OF 16TH AVE (Lat: 36.342514,  Lng: -119.755622),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 5,372 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,717 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LEMOORE CANAL,  Facility Carried by Structure: GRANGEVILLE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 45C0025,  Location: 0.6 MI W OF 22ND AVE (Lat: 36.343911,  Lng: -119.862681),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 3,610 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,263 (year 2042),  Design Load: H 20,  Features Intersected: KINGS RIVER,  Facility Carried by Structure: GRANGEVILLE BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 54.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 45C0031,  Location: 0.1 MI W 17TH AVE (Lat: 36.313436,  Lng: -119.764625),  Route carried "on" structure: County highway ,  Year Built: 1917,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 8,915 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,584 (year 2042),  Features Intersected: LEMOORE CANAL,  Facility Carried by Structure: HANFORD-ARMONA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 45C0041,  Location: 0.3 MI W OF 19TH AVE (Lat: 36.367633,  Lng: -119.802964),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 600 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 645 (year 2042),  Design Load: HS 20,  Features Intersected: SOUTH FORK KINGS RIVER,  Facility Carried by Structure: FREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 45C0044,  Location: @ 17TH AVE (Lat: 36.328003,  Lng: -119.763114),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 2.03m (6.66ft),  Average Daily Traffic: 3,748 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,567 (year 2042),  Design Load: HS 20,  Features Intersected: LEMOORE CANAL,  Facility Carried by Structure: LACEY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 45C0065,  Location: 0.4 MI N IDAHO AVE (Lat: 36.273931,  Lng: -119.780847),  Route carried "on" structure: County highway ,  Year Built: 1940,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 2,500 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,866 (year 2042),  Features Intersected: W BR LEMOORE CANAL,  Facility Carried by Structure: 18TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.1m (10.2ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 45C0066,  Location: E LEMOORE (Lat: 36.299083,  Lng: -119.767300),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 2,344 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,247 (year 2042),  Features Intersected: LEMOORE CANAL,  Facility Carried by Structure: D ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 45C0068,  Location: N/O JACKSON AVE (Lat: 36.255314,  Lng: -119.780761),  Route carried "on" structure: County highway ,  Year Built: 1940,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 6,960 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 7,654 (year 2042),  Features Intersected: LEMOORE CANAL,  Facility Carried by Structure: 18TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 27.2 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 45C0069,  Location: 0.1 MI SO JERSEY AVE (Lat: 36.239328,  Lng: -119.780575),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,500 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,088 (year 2042),  Features Intersected: E BR LEMOORE CANAL,  Facility Carried by Structure: 18TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 45C0095,  Location: S/O FAIRFAX AVE (Lat: 36.350956,  Lng: -119.833933),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 500 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 529 (year 2042),  Design Load: HS 20,  Features Intersected: KINGS RIVER (CLARKS FK),  Facility Carried by Structure: 21ST AVE
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),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 45C0097,  Location: 0.2 MI E 17TH AVE (Lat: 36.338897,  Lng: -119.759961),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 1.78m (5.84ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 105 (year 2042),  Features Intersected: LEMOORE CANAL,  Facility Carried by Structure: COLONY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: 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: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 45C0113,  Location: 0.3 MI W OF 23RD AVE (Lat: 36.328497,  Lng: -119.875778),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 400 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 366 (year 2042),  Design Load: HS 20,  Features Intersected: KINGS RIVER CLARKS FORK,  Facility Carried by Structure: LACEY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 45C0137,  Location: 0.5 MI E 18TH AVE (Lat: 36.269117,  Lng: -119.771542),  Route carried "on" structure: County highway ,  Year Built: 1940,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 641 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 756 (year 2042),  Features Intersected: LEMOORE CANAL,  Facility Carried by Structure: IDAHO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 27.2 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 45 0076,  Location: 06-KIN-198-R10.56 (Lat: 36.291844,  Lng: -119.780933),  Route carried "under" structure: State highway 198,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 21,300 (year 2009),  Features Intersected: STATE ROUTE 198,  Facility Carried by Structure: 18TH AVENUE
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 10.560,  Lanes on structure: 2,  Lanes under structure: 5,  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: 45 0077,  Location: 06-KIN-198-R12.11 (Lat: 36.297658,  Lng: -119.755461),  Route carried "under" structure: State highway 198,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 27,500 (year 2009),  Truck Traffic: 8%,  Features Intersected: STATE ROUTE 198,  Facility Carried by Structure: HOUSTON AVE
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 12.110,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 45 0102L,  Location: 06-KIN-041-R39.96 (Lat: 36.281864,  Lng: -119.808186),  Route carried "under" structure: State highway 198,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 20,100 (year 2009),  Truck Traffic: 8%,  Features Intersected: STATE ROUTE 198,  Facility Carried by Structure: STATE ROUTE 41 SB
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 8.900,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 45 0102R,  Location: 06-KIN-041-R39.96 (Lat: 36.282039,  Lng: -119.807792),  Route carried "under" structure: State highway 198,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 20,100 (year 2009),  Truck Traffic: 8%,  Features Intersected: STATE ROUTE 198,  Facility Carried by Structure: STATE ROUTE 41 NB
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 8.900,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.5m (80.4ft)

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Structure Number: 45 0104,  Location: 06-KIN-198-R8.90 (Lat: 36.286106,  Lng: -119.798933),  Route carried "under" structure: State highway 198,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 19,250 (year 2009),  Truck Traffic: 8%,  Features Intersected: STATE ROUTE 198,  Facility Carried by Structure: 19TH AVENUE
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 8.900,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.3m (174.9ft)