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

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Structure Number: 58 0006R,  Location: 11-IMP-086-17.86 (Lat: 32.949122,  Lng: -115.568994),  Route carried "on" structure: State highway 86,  Year Built: 1982,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 7,700 (year 2018),  Average Future Daily Traffic: 14,330 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CENTRAL MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.860,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 58 0019L,  Location: 11-IMP-086-R22.93 (Lat: 32.985422,  Lng: -115.578678),  Route carried "on" structure: State highway 86,  Year Built: 1998,  Status: Open,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 5,700 (year 2018),  Truck Traffic: 29%,  Average Future Daily Traffic: 10,236 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TAMARACK (WESTSIDE MAIN)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.930,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 0019R,  Location: 11-IMP-086-R22.96 (Lat: 32.986050,  Lng: -115.578714),  Route carried "on" structure: State highway 86,  Year Built: 1962,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 5,700 (year 2018),  Truck Traffic: 29%,  Average Future Daily Traffic: 10,236 (year 2040),  Design Load: HS 20,  Features Intersected: TAMARACK (WESTSIDE MAIN)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.960,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 75.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 58 0118,  Location: 11-IMP-078-17.48 (Lat: 32.978642,  Lng: -115.466944),  Route carried "on" structure: State highway 78,  Year Built: 1982,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 4,300 (year 2011),  Truck Traffic: 34%,  Average Future Daily Traffic: 11,185 (year 2039),  Design Load: HS 20,  Features Intersected: ALAMO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.480,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.5 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 012,  Location: 11-IMP-111-23.91 (Lat: 33.004606,  Lng: -115.526528),  Route carried "on" structure: State highway 111,  Year Built: 1978,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 5,800 (year 2011),  Truck Traffic: 18%,  Average Future Daily Traffic: 12,613 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: NEW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.910,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.8 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 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 0183,  Location: 11-IMP-111-26.95 (Lat: 33.048703,  Lng: -115.526708),  Route carried "on" structure: State highway 111,  Year Built: 1985,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 6,600 (year 2011),  Truck Traffic: 18%,  Average Future Daily Traffic: 12,620 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: NEW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.950,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.3m (145.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 0329,  Location: 11-IMP-086-21.57 (Lat: 32.978981,  Lng: -115.557650),  Route carried "on" structure: State highway 86,  Year Built: 2001,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 13,700 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,471 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NEW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.570,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.5m (90.2ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 27.5m (90.2ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 0335L,  Location: 11-IMP-111-R20.58 (Lat: 32.956142,  Lng: -115.509194),  Route carried "on" structure: State highway 111,  Year Built: 2003,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 6,450 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 24,911 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ROCKWOOD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.580,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 0335R,  Location: 11-IMP-111-R20.58 (Lat: 32.956183,  Lng: -115.508903),  Route carried "on" structure: State highway 111,  Year Built: 2003,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 6,450 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 24,911 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ROCKWOOD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.580,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 0337L,  Location: 11-IMP-078-R12.48 (Lat: 33.002281,  Lng: -115.532614),  Route carried "on" structure: State highway 78,  Year Built: 2012,  Status: Open,  Structure Length: 9.31m (30.54ft),  Average Daily Traffic: 6,100 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,200 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NEW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.480,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

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

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Structure Number: 58 0337R,  Location: 11-IMP-078-R12.48 (Lat: 33.001958,  Lng: -115.532803),  Route carried "on" structure: State highway 78,  Year Built: 2012,  Status: Open,  Structure Length: 9.32m (30.58ft),  Average Daily Traffic: 6,100 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,200 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NEW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.480,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

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

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Structure Number: 58 0338L,  Location: 11-IMP-078-R12.87 (Lat: 33.000708,  Lng: -115.526314),  Route carried "on" structure: State highway 78,  Year Built: 2011,  Status: Open,  Structure Length: 8.12m (26.64ft),  Average Daily Traffic: 6,100 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,235 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 111
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.870,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.7m (107.3ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  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: 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: 58 0338R,  Location: 11-IMP-078-R12.87 (Lat: 33.000356,  Lng: -115.526278),  Route carried "on" structure: State highway 78,  Year Built: 2011,  Status: Open,  Structure Length: 8.12m (26.64ft),  Average Daily Traffic: 6,100 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,235 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 111
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.870,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.7m (107.3ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Fair,  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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 0339S,  Location: 11-IMP-078-R12.87 (Lat: 33.000861,  Lng: -115.526353),  Route carried "on" structure: Ramp State highway 78,  Year Built: 2011,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 1,001 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,080 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 111
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.870,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.8m (107.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 0340L,  Location: 11-IMP-078-R13.10 (Lat: 33.000611,  Lng: -115.522258),  Route carried "on" structure: State highway 78,  Year Built: 2011,  Status: Open,  Structure Length: 9.00m (29.53ft),  Average Daily Traffic: 6,800 (year 2019),  Truck Traffic: 34%,  Average Future Daily Traffic: 12,201 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BRAWLEY OH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.100,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.0m (131.2ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 0340R,  Location: 11-IMP-078-R13.10 (Lat: 33.000253,  Lng: -115.522383),  Route carried "on" structure: State highway 78,  Year Built: 2011,  Status: Open,  Structure Length: 9.00m (29.53ft),  Average Daily Traffic: 6,800 (year 2019),  Truck Traffic: 34%,  Average Future Daily Traffic: 12,201 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BRAWLEY OH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.100,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.0m (131.2ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Poor,  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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 0341L,  Location: 11-IMP-078-R13.34 (Lat: 33.000500,  Lng: -115.518000),  Route carried "on" structure: State highway 78,  Year Built: 2011,  Status: Open,  Structure Length: 10.29m (33.76ft),  Average Daily Traffic: 6,800 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,201 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BRAWLEY BEEF WAY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.340,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.5m (169.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  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: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 0341R,  Location: 11-IMP-078-R13.34 (Lat: 33.000156,  Lng: -115.518067),  Route carried "on" structure: State highway 78,  Year Built: 2011,  Status: Open,  Structure Length: 10.29m (33.76ft),  Average Daily Traffic: 6,800 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,201 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BRAWEY BEEF WAY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.340,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.5m (169.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  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: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 0344L,  Location: 11-IMP-078-R9.83 (Lat: 33.000394,  Lng: -115.578769),  Route carried "on" structure: State highway 78,  Year Built: 2012,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 4,500 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,200 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: KALIN RD, WESTSIDE MAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.830,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.0m (170.6ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

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

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Structure Number: 58 0344R,  Location: 11-IMP-078-R9.83 (Lat: 33.000053,  Lng: -115.578767),  Route carried "on" structure: State highway 78,  Year Built: 2012,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 4,500 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,200 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: KALIN RD, WESTSIDE MAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.830,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.0m (170.6ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

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

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Structure Number: 58C0017,  Location: 1.6 MI N/O RUTHERFORD RD (Lat: 33.067353,  Lng: -115.509661),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 800 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,065 (year 2041),  Design Load: HS 20,  Features Intersected: ALAMO RIVER,  Facility Carried by Structure: KERSHAW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Very good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2020,  Bridge Improvement Cost: $297,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $498,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58C0019,  Location: 2.3 MI W/O STATE RTE 115 (Lat: 33.044556,  Lng: -115.488556),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,291 (year 2041),  Design Load: HS 20,  Features Intersected: ALAMO RIVER,  Facility Carried by Structure: RUTHERFORD RD(S26)
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: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58C0022,  Location: 0.05 MI E/O SR 111 (Lat: 33.044503,  Lng: -115.526458),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 1,100 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,599 (year 2041),  Design Load: HS 20,  Features Intersected: NEW RIVER,  Facility Carried by Structure: RUTHERFORD RD(S26)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.6 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58C0083,  Location: 0.37 MI S/O SR 86 & KALIN (Lat: 32.979164,  Lng: -115.578878),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 1,150 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,636 (year 2041),  Design Load: HS 20,  Features Intersected: WESTSIDE MAIN CANAL,  Facility Carried by Structure: CADY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58C0139,  Location: 20 FT E/O AUSTIN RD (Lat: 32.934231,  Lng: -115.586367),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 100 (year 2019),  Average Future Daily Traffic: 110 (year 2041),  Features Intersected: CENTRAL MAIN CANAL,  Facility Carried by Structure: WEAVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Channel: Very good,  Operating Rating: 5.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: January 2022,  Bridge Improvement Cost: $143,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $240,000 ( Estimate for 2018),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 58C0141,  Location: 1.1 MI W/O SR 115 (Lat: 33.001094,  Lng: -115.468117),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,308 (year 2041),  Design Load: HS 20,  Features Intersected: ALAMO RIVER,  Facility Carried by Structure: SHANK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58C0161,  Location: 0.28 MI S/O SR 78 EXPWY (Lat: 32.997275,  Lng: -115.543883),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 3,500 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,304 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NEW RIVER,  Facility Carried by Structure: HOVLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58C0174,  Location: 20 FT S/O CARTER RD (Lat: 32.940819,  Lng: -115.600869),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 80 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 107 (year 2038),  Features Intersected: WESTSIDE MAIN CANAL,  Facility Carried by Structure: FITES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 58C0175,  Location: 40 FT S/O CARTER (Lat: 32.935406,  Lng: -115.612483),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 80 (year 2016),  Average Future Daily Traffic: 107 (year 2038),  Features Intersected: WESTSIDE MAIN CANAL,  Facility Carried by Structure: URGUHART RD
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: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 58C0188,  Location: 70 FT S/O WEBSTER RD (Lat: 32.971603,  Lng: -115.579122),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 800 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,091 (year 2041),  Design Load: HS 20,  Features Intersected: WESTSIDE MAIN CANAL,  Facility Carried by Structure: CARTER RD
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: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 0338L,  Location: 11-IMP-078-R12.87 (Lat: 33.000708,  Lng: -115.526314),  Route carried "under" structure: State highway 111,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 6,100 (year 2011),  Truck Traffic: 18%,  Features Intersected: STATE ROUTE 111,  Facility Carried by Structure: STATE ROUTE 78
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 23.650,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.7m (107.3ft)

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Structure Number: 58 0338L,  Location: 11-IMP-078-R12.87 (Lat: 33.000708,  Lng: -115.526314),  Route carried "under" structure: City street ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2011),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 111,  Facility Carried by Structure: STATE ROUTE 78
Minimum Vertical Clearance: 6.78m (22.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.7m (107.3ft)

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Structure Number: 58 0338R,  Location: 11-IMP-078-R12.87 (Lat: 33.000356,  Lng: -115.526278),  Route carried "under" structure: State highway 111,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 6,100 (year 2011),  Truck Traffic: 18%,  Features Intersected: STATE ROUTE 111,  Facility Carried by Structure: STATE ROUTE 78
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 23.660,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.7m (107.3ft)

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Structure Number: 58 0338R,  Location: 11-IMP-078-R12.87 (Lat: 33.000356,  Lng: -115.526278),  Route carried "under" structure: City street ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2011),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 111,  Facility Carried by Structure: STATE ROUTE 78
Minimum Vertical Clearance: 6.88m (22.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.7m (107.3ft)

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Structure Number: 58 0339S,  Location: 11-IMP-078-R12.87 (Lat: 33.000861,  Lng: -115.526353),  Route carried "under" structure: State highway 111,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 6,100 (year 2011),  Truck Traffic: 18%,  Features Intersected: STATE ROUTE 111
Minimum Vertical Clearance: 6.14m (20.14ft),  Kilometerpoint: 23.660,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.8m (107.6ft)

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Structure Number: 58 0339S,  Location: 11-IMP-078-R12.87 (Lat: 33.000861,  Lng: -115.526353),  Route carried "under" structure: City street ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2011),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 111,  Facility Carried by Structure: W78 - N111
Minimum Vertical Clearance: 6.70m (21.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.8m (107.6ft)

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Structure Number: 58 0341L,  Location: 11-IMP-078-R13.34 (Lat: 33.000500,  Lng: -115.518000),  Route carried "under" structure: City street ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2011),  Truck Traffic: 33%,  Features Intersected: BRAWLEY BEEF WAY AVENUE,  Facility Carried by Structure: STATE ROUTE 78 WB
Minimum Vertical Clearance: 6.81m (22.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.5m (169.0ft)

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Structure Number: 58 0341R,  Location: 11-IMP-078-R13.34 (Lat: 33.000156,  Lng: -115.518067),  Route carried "under" structure: City street ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2011),  Truck Traffic: 33%,  Features Intersected: BRAWEY BEEF WAY AVENUE,  Facility Carried by Structure: STATE ROUTE 78 EB
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.5m (169.0ft)

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Structure Number: 58 0344L,  Location: 11-IMP-078-R9.83 (Lat: 33.000394,  Lng: -115.578769),  Route carried "under" structure: City street ,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2011),  Truck Traffic: 5%,  Features Intersected: KALIN RD, WESTSIDE MAIN,  Facility Carried by Structure: STATE ROUTE 78 WB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.0m (170.6ft)

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Structure Number: 58 0344R,  Location: 11-IMP-078-R9.83 (Lat: 33.000053,  Lng: -115.578767),  Route carried "under" structure: City street ,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2011),  Truck Traffic: 5%,  Features Intersected: KALIN RD, WESTSIDE MAIN,  Facility Carried by Structure: STATE ROUTE 78 EB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.0m (170.6ft)