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

Find on map >>   Show street view

Structure Number: 54 0472,  Location: 08-SBD-010-31.52-RDL (Lat: 34.059264,  Lng: -117.172839),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 13.29m (43.60ft),  Average Daily Traffic: 172,000 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 180,000 (year 2039),  Design Load: HS 20,  Features Intersected: BNSF RY SPUR, MILL CRK
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 31.520,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.1m (154.5ft)

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: Superior to present desirable criteria,  Underclear: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 057,  Location: 08-SBD-010-27.64-LMLN (Lat: 34.066422,  Lng: -117.237625),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 11.31m (37.11ft),  Average Daily Traffic: 102,500 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 123,000 (year 2041),  Design Load: HS 20,  Features Intersected: BNSF, MISSION STORM CHNL
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 27.640,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.5m (149.3ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.2m (154.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 26.6 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: Superior to present desirable criteria,  Underclear: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 54 0578,  Location: 08-SBD-010-31.41-RDL (Lat: 34.059903,  Lng: -117.174117),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 157,000 (year 2014),  Truck Traffic: 12%,  Average Future Daily Traffic: 180,000 (year 2040),  Design Load: HS 20,  Features Intersected: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.410,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.1m (154.5ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0579,  Location: 08-SBD-010-31.01-RDL (Lat: 34.061606,  Lng: -117.180592),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 157,000 (year 2014),  Truck Traffic: 12%,  Average Future Daily Traffic: 180,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 38 (6TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.010,  Lanes on structure: 8,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.1m (154.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.9 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: 29.2 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 058,  Location: 08-SBD-010-30.66-RDL (Lat: 34.061850,  Lng: -117.186367),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 117,500 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 141,000 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: EUREKA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.660,  Lanes on structure: 11,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 56.1m (184.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 56.1m (184.1ft),  Out-to-Out Width: 57.8m (189.6ft)

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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 54 0581,  Location: 08-SBD-010-30.88-RDL (Lat: 34.061614,  Lng: -117.182825),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 148,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 180,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 38
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.880,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 52.1m (170.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 52.1m (170.9ft),  Out-to-Out Width: 53.5m (175.5ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0582,  Location: 08-SBD-010-31.87-RDL (Lat: 34.056417,  Lng: -117.167097),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 134,000 (year 2014),  Truck Traffic: 12%,  Average Future Daily Traffic: 180,000 (year 2040),  Design Load: HS 20,  Features Intersected: UNIVERSITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.870,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.1m (154.5ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0583,  Location: 08-SBD-010-30.38-RDL (Lat: 34.061592,  Lng: -117.191664),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 111,000 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 133,200 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TEXAS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.380,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 52.4m (171.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 52.4m (171.9ft),  Out-to-Out Width: 54.3m (178.1ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 54 0584,  Location: 08-SBD-010-31.99-RDL (Lat: 34.055794,  Lng: -117.165864),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 134,000 (year 2014),  Truck Traffic: 12%,  Average Future Daily Traffic: 190,000 (year 2040),  Design Load: HS 20,  Features Intersected: CITRUS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.990,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.1m (154.5ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0585,  Location: 08-SBD-010-32.11-RDL (Lat: 34.054567,  Lng: -117.163958),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 136,000 (year 2012),  Truck Traffic: 13%,  Average Future Daily Traffic: 190,000 (year 2040),  Design Load: HS 20,  Features Intersected: CYPRESS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.110,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.4m (155.5ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0586,  Location: 08-SBD-010-32.36-RDL (Lat: 34.051653,  Lng: -117.161311),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 138,000 (year 2014),  Truck Traffic: 12%,  Average Future Daily Traffic: 190,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PALM AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.360,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.7m (153.2ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 46.7m (153.2ft),  Out-to-Out Width: 48.2m (158.1ft)

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

Find on map >>   Show street view

Structure Number: 54 0587,  Location: 08-SBD-010-32.61-RDL (Lat: 34.048611,  Lng: -117.158953),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 138,000 (year 2014),  Truck Traffic: 12%,  Average Future Daily Traffic: 190,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HIGHLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.610,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.5m (149.3ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 45.5m (149.3ft),  Out-to-Out Width: 47.1m (154.5ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0588,  Location: 08-SBD-010-33.13-RDL (Lat: 34.041558,  Lng: -117.155736),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 147,000 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 178,529 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FORD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.130,  Lanes on structure: 8,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.4m (149.0ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 45.4m (149.0ft),  Out-to-Out Width: 47.1m (154.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.8 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: 33.0 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0589,  Location: 08-SBD-010-33.29-RDL (Lat: 34.039822,  Lng: -117.154528),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 147,000 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 184,242 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: W10-REDLANDS BL OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.290,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.8m (147.0ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 44.8m (147.0ft),  Out-to-Out Width: 47.1m (154.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.6 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: 35.6 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: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0591,  Location: 08-SBD-010-30.10-RDL (Lat: 34.063114,  Lng: -117.196750),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 16.43m (53.90ft),  Average Daily Traffic: 111,000 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 133,200 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: COLTON AVE, NEW YORK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.100,  Lanes on structure: 10,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 65.2m (213.9ft),  Curb-To-Curb Width: 60.2m (197.5ft),  Out-to-Out Width: 62.1m (203.7ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 54 0592,  Location: 08-SBD-010-29.82-RDL (Lat: 34.065967,  Lng: -117.200333),  Route carried "on" structure: City street R026,  Year Built: 1962,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 11.06m (36.29ft),  Average Daily Traffic: 12,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,000 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: TENNESSEE STREET
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 22.9m (75.1ft)

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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0593,  Location: 08-SBD-010-29.31-RDL (Lat: 34.067008,  Lng: -117.208872),  Route carried "on" structure: City street R032,  Year Built: 1962,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 23,500 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,000 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE 10 & RAMP,  Facility Carried by Structure: ALABAMA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 45.4 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: 31.1 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0594,  Location: 08-SBD-010-28.80-RDL (Lat: 34.066381,  Lng: -117.217717),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 116,500 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 139,800 (year 2041),  Design Load: HS 20,  Features Intersected: NEVADA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.800,  Lanes on structure: 12,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 52.6m (172.6ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 52.6m (172.6ft),  Out-to-Out Width: 54.3m (178.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.2 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: 18.1 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: Meets minimum limits,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0595,  Location: 08-SBD-010-28.30-RDL (Lat: 34.066422,  Lng: -117.226419),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 118,000 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 141,600 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CALIFORNIA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.300,  Lanes on structure: 9,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.5m (149.3ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.2m (154.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0920L,  Location: 08-SBD-015-4.47-RCUC (Lat: 34.097308,  Lng: -117.541536),  Route carried "on" structure: Interstate 15,  Year Built: 1975,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 98,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 136,200 (year 2042),  Design Load: HS 20,  Features Intersected: DAY CANYON CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.470,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 69.3 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: 53.5 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: 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 54 0929G,  Location: 08-SBD-210-R33.04-RDL (Lat: 34.067544,  Lng: -117.201464),  Route carried "on" structure: Ramp State highway 210,  Year Built: 1992,  Status: Open,  Structure Length: 79.07m (259.42ft),  Average Daily Traffic: 22,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,566 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-10, CONN RAMPS, COLTON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.040,  Lanes on structure: 2,  Lanes under structure: 24,  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: 15,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

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: Equal to present minimum 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

Find on map >>   Show street view

Structure Number: 54 0930F,  Location: 08-SBD-010-29.83-RDL (Lat: 34.068617,  Lng: -117.200136),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1992,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,000 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TENNESSEE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.830,  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),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0931H,  Location: 08-SBD-010-29.81-RDL (Lat: 34.070019,  Lng: -117.200442),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1984,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 20,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,000 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LUGONIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.810,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.8m (81.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.8m (84.6ft)

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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0931R,  Location: 08-SBD-210-R32.84-RDL (Lat: 34.070403,  Lng: -117.201369),  Route carried "on" structure: Ramp State highway 210,  Year Built: 1992,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 61,414 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LUGONIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.840,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  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: 43.6m (143.0ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 29.4m (96.5ft)

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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0932L,  Location: 08-SBD-210-R32.34-RDL (Lat: 34.077578,  Lng: -117.200600),  Route carried "on" structure: State highway 210,  Year Built: 1984,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 71,650 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SAN BERNARDINO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.340,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 21.2m (69.6ft)

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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0932R,  Location: 08-SBD-210-R32.34-RDL (Lat: 34.077583,  Lng: -117.201008),  Route carried "on" structure: State highway 210,  Year Built: 1992,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 71,650 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SAN BERNARDINO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.340,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.3m (76.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 24.2m (79.4ft)

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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0933L,  Location: 08-SBD-210-R32.08-RDL (Lat: 34.081417,  Lng: -117.200647),  Route carried "on" structure: State highway 210,  Year Built: 1984,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 44,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 73,697 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PIONEER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.080,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.4m (73.5ft)

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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0933R,  Location: 08-SBD-210-R32.08-RDL (Lat: 34.081497,  Lng: -117.200956),  Route carried "on" structure: State highway 210,  Year Built: 1992,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 44,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 73,697 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PIONEER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.080,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.7m (64.6ft)

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: Meets minimum limits,  Underclear: Meets minimum limits,  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

Find on map >>   Show street view

Structure Number: 54 0934L,  Location: 08-SBD-210-R31.16-RDL (Lat: 34.094822,  Lng: -117.200364),  Route carried "on" structure: State highway 210,  Year Built: 1984,  Status: Open,  Structure Length: 26.30m (86.29ft),  Average Daily Traffic: 44,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 73,697 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SANTA ANA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.160,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

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

Find on map >>   Show street view

Structure Number: 54 0934R,  Location: 08-SBD-210-R31.16-RDL (Lat: 34.094831,  Lng: -117.200661),  Route carried "on" structure: State highway 210,  Year Built: 1992,  Status: Open,  Structure Length: 26.24m (86.09ft),  Average Daily Traffic: 44,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 73,697 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SANTA ANA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.160,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54 0937G,  Location: 08-SBD-210-R33.10-RDL (Lat: 34.067053,  Lng: -117.204428),  Route carried "on" structure: Ramp State highway 210,  Year Built: 1992,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 21,000 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,707 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: W10-ALABAMA ST OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.100,  Lanes on structure: 2,  Lanes under structure: 2,  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: 39.6m (129.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

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: Better than present minimum 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

Find on map >>   Show street view

Structure Number: 54 0938G,  Location: 08-SBD-010-29.70-RDL (Lat: 34.065989,  Lng: -117.203614),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1992,  Status: Open,  Structure Length: 19.87m (65.19ft),  Average Daily Traffic: 18,500 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,000 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.700,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 54.3m (178.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.6m (38.1ft)

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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54C0098,  Location: CALIFORNIA STREET (Lat: 34.062933,  Lng: -117.226258),  Route carried "on" structure: City street ,  Year Built: 1927,  Year Reconstructed: 1946,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 23,000 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 36,427 (year 2040),  Features Intersected: MISSION STORM DRAIN,  Facility Carried by Structure: REDLANDS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.3m (30.5ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 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: 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 54C0182,  Location: 0.3 MI N OF I-40 (Lat: 34.857864,  Lng: -116.889233),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 2,928 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,457 (year 2040),  Features Intersected: DAGGETT WATERWAY,  Facility Carried by Structure: DAGGETT-YERMO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

Find on map >>   Show street view

Structure Number: 54C0187,  Location: 0.3 MI NE TENNESEE ST (Lat: 34.051014,  Lng: -117.193828),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 20,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,018 (year 2040),  Features Intersected: MOREY ARROYO 1,  Facility Carried by Structure: BROOKSIDE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.0m (29.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

Find on map >>   Show street view

Structure Number: 54C0188,  Location: 0.31 MI NE TENNESSEE ST (Lat: 34.051117,  Lng: -117.193650),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 20,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,018 (year 2040),  Features Intersected: MOREY ARROYO 2,  Facility Carried by Structure: BROOKSIDE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 26 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.8m (68.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  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: September 2020

Find on map >>   Show street view

Structure Number: 54C0191,  Location: 0.9 MI S OF I-10 (Lat: 34.053531,  Lng: -117.208614),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 28,200 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,800 (year 2040),  Design Load: HS 20,  Features Intersected: MOREY ARROYO,  Facility Carried by Structure: ALABAMA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 20.7m (67.9ft)

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

Find on map >>   Show street view

Structure Number: 54C0192,  Location: 2.0 MI SW'LY OF I-10 (Lat: 34.004475,  Lng: -117.123711),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 2,200 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,997 (year 2038),  Design Load: HS 20,  Features Intersected: LIVE OAK CREEK,  Facility Carried by Structure: LIVE OAK CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.39m (14.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: March 2020,  Other Special Inspection Date: April 2018,  Bridge Improvement Cost: $388,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $651,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54C0372,  Location: 1.0 MI S OF I-10 (Lat: 34.051639,  Lng: -117.199858),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 25,020 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,680 (year 2040),  Design Load: HS 20,  Features Intersected: MOREY ARROYO,  Facility Carried by Structure: TENNESSEE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 26.2m (86.0ft)

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

Find on map >>   Show street view

Structure Number: 54C0373,  Location: 0.1 MI S BROOKSIDE RD (Lat: 34.032514,  Lng: -117.208439),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 4.90m (16.08ft),  Average Daily Traffic: 12,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,745 (year 2037),  Design Load: HS 20,  Features Intersected: SAN TIMOTEO CREEK,  Facility Carried by Structure: SAN TIMOTEO CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place