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

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Structure Number: 55 007,  Location: 12-ORA-039-15.83-BPK (Lat: 33.877239,  Lng: -117.998136),  Route carried "on" structure: State highway 39,  Year Built: 1925,  Year Reconstructed: 1953,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 57,500 (year 2011),  Average Future Daily Traffic: 70,146 (year 2042),  Design Load: HS 20,  Features Intersected: BREA CREEK CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.830,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 29.3m (96.1ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of corrective action,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55 0079,  Location: 12-ORA-090-12.59-ANA (Lat: 33.857842,  Lng: -117.790656),  Route carried "on" structure: State highway 90,  Year Built: 1970,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 11.22m (36.81ft),  Average Daily Traffic: 45,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 54,906 (year 2036),  Design Load: HS 20,  Features Intersected: SANTA ANA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.590,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.6m (90.6ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 34.9m (114.5ft)

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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0106,  Location: 12-ORA-091-8.57-ANA (Lat: 33.849725,  Lng: -117.835819),  Route carried "on" structure: State highway 91,  Year Built: 1954,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 26.50m (86.94ft),  Average Daily Traffic: 213,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 302,000 (year 2040),  Design Load: HS 20,  Features Intersected: SANTA ANA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.570,  Lanes on structure: 12,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.8m (150.3ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 45.8m (150.3ft),  Out-to-Out Width: 47.4m (155.5ft)

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

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Structure Number: 55 0196,  Location: 12-ORA-091-4.28-ANA (Lat: 33.853711,  Lng: -117.905111),  Route carried "on" structure: State highway 91,  Year Built: 1959,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 265,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 295,000 (year 2040),  Features Intersected: CARBON DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.280,  Lanes on structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.4m (106.3ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 32.4m (106.3ft),  Out-to-Out Width: 33.4m (109.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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

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Structure Number: 55 0215,  Location: 12-ORA-005-R24.99-IRVN (Lat: 33.689481,  Lng: -117.768642),  Route carried "on" structure: City street M026,  Year Built: 1990,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 48,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 50,000 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: JEFFREY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.0m (164.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 31.7m (104.0ft)

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

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Structure Number: 55 0216,  Location: 12-ORA-091-4.05-ANA (Lat: 33.853572,  Lng: -117.911606),  Route carried "on" structure: State highway 91,  Year Built: 1959,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 7.33m (24.05ft),  Average Daily Traffic: 265,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 295,000 (year 2040),  Design Load: HS 20,  Features Intersected: BNSF RY,AMTRAK,METROLINK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.050,  Lanes on structure: 12,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.0m (164.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 50.0m (164.0ft),  Out-to-Out Width: 55.2m (181.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 55 0218,  Location: 12-ORA-091-4.76-ANA (Lat: 33.853728,  Lng: -117.898236),  Route carried "on" structure: State highway 91,  Year Built: 1959,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 3.71m (12.17ft),  Average Daily Traffic: 265,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 295,000 (year 2040),  Design Load: HS 20,  Features Intersected: ACACIA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.760,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 46.3m (151.9ft),  Out-to-Out Width: 47.9m (157.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 55 027,  Location: 12-ORA-405-17.75-WTM (Lat: 33.744489,  Lng: -118.005319),  Route carried "on" structure: City street M018,  Year Built: 1965,  Status: Open,  Structure Length: 13.01m (42.68ft),  Average Daily Traffic: 20,000 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,592 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 405,  Facility Carried by Structure: BOLSA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.3 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: 43.4 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0279,  Location: 12-ORA-091-2.23-ANA (Lat: 33.853925,  Lng: -117.942039),  Route carried "on" structure: State highway 91,  Year Built: 1958,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 265,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 295,000 (year 2040),  Design Load: HS 20,  Features Intersected: EUCLID STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.230,  Lanes on structure: 9,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 44.3m (145.3ft)

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

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Structure Number: 55 0320K,  Location: 12-ORA-091-2.15-ANA (Lat: 33.854386,  Lng: -117.944539),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1958,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 8,650 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,515 (year 2040),  Features Intersected: HOUSTON AVE DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.150,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

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

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Structure Number: 55 0321G,  Location: 12-ORA-055-R17.67-ANA (Lat: 33.842775,  Lng: -117.829239),  Route carried "on" structure: Ramp State highway 55,  Year Built: 1961,  Status: Open,  Structure Length: 11.86m (38.91ft),  Average Daily Traffic: 23,737 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SR 55 & 55-91 FAST-TRACK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.670,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 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 or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 37.6 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: 28.8 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: High priority of corrective action,  Underclear: High priority of corrective action,  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

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Structure Number: 55 0329G,  Location: 12-ORA-055-R17.76-ANA (Lat: 33.844331,  Lng: -117.828694),  Route carried "on" structure: Ramp State highway 55,  Year Built: 1962,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 23,737 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 35,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 91
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.760,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0337,  Location: 12-ORA-057-12.98-ANA (Lat: 33.811728,  Lng: -117.878111),  Route carried "on" structure: State highway 57,  Year Built: 1974,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 7.14m (23.43ft),  Average Daily Traffic: 229,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 265,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UP RR & DOUGLASS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.980,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 49.8m (163.4ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 49.8m (163.4ft),  Out-to-Out Width: 51.3m (168.3ft)

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

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Structure Number: 55 0393,  Location: 12-ORA-055-R9.44-SA (Lat: 33.726303,  Lng: -117.834722),  Route carried "on" structure: State highway 55,  Year Built: 1964,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 295,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 375,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: EDINGER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.440,  Lanes on structure: 12,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 55.6m (182.4ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 55.6m (182.4ft),  Out-to-Out Width: 57.3m (188.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0395,  Location: 12-ORA-039-12.37-ANA (Lat: 33.827547,  Lng: -117.993192),  Route carried "on" structure: State highway 39,  Year Built: 1961,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 57,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 71,014 (year 2044),  Design Load: HS 20,  Features Intersected: CARBON CREEK CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.370,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 38.8m (127.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55 0396,  Location: 12-ORA-091-7.27-ANA (Lat: 33.847339,  Lng: -117.856836),  Route carried "on" structure: State highway 91,  Year Built: 1961,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 225,000 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 303,000 (year 2040),  Design Load: HS 20,  Features Intersected: CARBON CYN DIVERSION CHA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.270,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 48.7m (159.8ft),  Out-to-Out Width: 50.7m (166.3ft)

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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55 0396S,  Location: 12-ORA-091-7.27-ANA (Lat: 33.846775,  Lng: -117.856947),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1964,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 31,460 (year 2012),  Truck Traffic: 9%,  Average Future Daily Traffic: 36,218 (year 2040),  Features Intersected: CARBON CYN DIVERSION CHA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.270,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.0m (134.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 41.0m (134.5ft),  Out-to-Out Width: 50.0m (164.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020

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Structure Number: 55 0399,  Location: 12-ORA-057-12.27-ANA (Lat: 33.802256,  Lng: -117.878883),  Route carried "on" structure: State highway 57,  Year Built: 1976,  Status: Open,  Structure Length: 12.95m (42.49ft),  Average Daily Traffic: 229,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 265,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BNSF RY,AMTRAK,METROLINK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.270,  Lanes on structure: 12,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 53.2m (174.5ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 53.2m (174.5ft),  Out-to-Out Width: 54.4m (178.5ft)

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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.95m (42.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $7,045,000,  Roadway Improvement Cost: $1,409,000,  Total Project Cost: $11,835,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0404,  Location: 12-ORA-091-7.37-ANA (Lat: 33.848139,  Lng: -117.855836),  Route carried "on" structure: City street M007,  Year Built: 1964,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 20,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,973 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: KRAEMER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 29.2m (95.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.6 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: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0414,  Location: 12-ORA-091-8.39-ANA (Lat: 33.851508,  Lng: -117.838075),  Route carried "on" structure: County highway M008,  Year Built: 1967,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 20,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,973 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: TUSTIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.8 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: 50.5 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0418,  Location: 12-ORA-091-6.42-ANA (Lat: 33.847847,  Lng: -117.870547),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 10.94m (35.89ft),  Average Daily Traffic: 30,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,666 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: LA PALMA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.2m (145.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0427,  Location: 12-ORA-091-8.80-ANA (Lat: 33.847567,  Lng: -117.832031),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 10,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,222 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: RIVERDALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 38.6 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: 29.5 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0440L,  Location: 12-ORA-405-7.80-IRVN (Lat: 33.682353,  Lng: -117.857392),  Route carried "on" structure: City street M034,  Year Built: 1968,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 12,000 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,156 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 405,  Facility Carried by Structure: MACARTHUR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Skew: 32 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 or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  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: 55 0446,  Location: 12-ORA-057-15.58-ANA (Lat: 33.849314,  Lng: -117.875617),  Route carried "on" structure: State highway 57,  Year Built: 1974,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 229,000 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 275,796 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 91
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 15.580,  Lanes on structure: 9,  Lanes under structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 64.8 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: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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

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Structure Number: 55 0446F,  Location: 12-ORA-057-15.59-ANA (Lat: 33.849539,  Lng: -117.876175),  Route carried "on" structure: Ramp State highway 57,  Year Built: 1969,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 19,960 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,861 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 91
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 15.590,  Lanes on structure: 1,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 59.3 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: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 55 0446G,  Location: 12-ORA-057-15.57-ANA (Lat: 33.849275,  Lng: -117.875519),  Route carried "on" structure: Ramp State highway 57,  Year Built: 1974,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 15,410 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,420 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 91
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 15.570,  Lanes on structure: 1,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 83.6 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: 60.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0447G,  Location: 12-ORA-091-5.96-ANA (Lat: 33.850075,  Lng: -117.877386),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1969,  Status: Open,  Structure Length: 28.10m (92.19ft),  Average Daily Traffic: 28,500 (year 2012),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,982 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR 91 & SR 57
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.960,  Lanes on structure: 2,  Lanes under structure: 21,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

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: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0448F,  Location: 12-ORA-091-6.16-ANA (Lat: 33.847058,  Lng: -117.876353),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1974,  Status: Open,  Structure Length: 40.45m (132.71ft),  Average Daily Traffic: 25,000 (year 2012),  Truck Traffic: 9%,  Average Future Daily Traffic: 28,055 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTES 91, 57, & CONN'S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.160,  Lanes on structure: 2,  Lanes under structure: 25,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  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: 55 047,  Location: 12-ORA-057-15.41-ANA (Lat: 33.847064,  Lng: -117.875778),  Route carried "on" structure: State highway 57,  Year Built: 1974,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 229,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 265,000 (year 2040),  Design Load: HS 20,  Features Intersected: LA PALMA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.410,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 47.2m (154.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 47.2m (154.9ft),  Out-to-Out Width: 50.9m (167.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0470G,  Location: 12-ORA-057-15.41-ANA (Lat: 33.847067,  Lng: -117.875558),  Route carried "on" structure: Ramp State highway 57,  Year Built: 1974,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 19,780 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,720 (year 2040),  Design Load: HS 20,  Features Intersected: LA PALMA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.410,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0474,  Location: 12-ORA-091-R11.53-ANA (Lat: 33.853989,  Lng: -117.790806),  Route carried "on" structure: State highway 91,  Year Built: 1970,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 192,000 (year 2012),  Average Future Daily Traffic: 344,000 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.530,  Lanes on structure: 16,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 79.0m (259.2ft),  Out-to-Out Width: 80.0m (262.5ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0475,  Location: 12-ORA-091-R10.09-ANA (Lat: 33.851147,  Lng: -117.814733),  Route carried "on" structure: City street M142,  Year Built: 1970,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 30,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,778 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: LAKEVIEW AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.8m (147.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.8m (78.1ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0481,  Location: 12-ORA-057-11.80-ANA (Lat: 33.795494,  Lng: -117.877600),  Route carried "on" structure: State highway 57,  Year Built: 1976,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 229,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 265,000 (year 2040),  Design Load: HS 20,  Features Intersected: ORANGEWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.800,  Lanes on structure: 12,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 50.6m (166.0ft),  Out-to-Out Width: 51.8m (169.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.0 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: 43.1 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0486,  Location: 12-ORA-091-3.79-ANA (Lat: 33.853689,  Lng: -117.916100),  Route carried "on" structure: State highway 91,  Year Built: 1959,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 265,000 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 295,000 (year 2038),  Design Load: HS 20,  Features Intersected: PATT DRAIN #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.790,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 32.1m (105.3ft)

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: High priority of replacement,  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

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Structure Number: 55 0487,  Location: 12-ORA-091-3.80-ANA (Lat: 33.853603,  Lng: -117.914314),  Route carried "on" structure: State highway 91,  Year Built: 1959,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 265,000 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 295,000 (year 2038),  Design Load: HS 20,  Features Intersected: PATT DRAIN #2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.800,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 32.1m (105.3ft)

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: High priority of replacement,  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

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Structure Number: 55 0488,  Location: 12-ORA-091-3.81-ANA (Lat: 33.853583,  Lng: -117.913344),  Route carried "on" structure: State highway 91,  Year Built: 1959,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 265,000 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 295,000 (year 2038),  Design Load: HS 20,  Features Intersected: PATT DRAIN #3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.810,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 32.1m (105.3ft)

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: High priority of replacement,  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

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Structure Number: 55 0489,  Location: 12-ORA-091-3.82-ANA (Lat: 33.853586,  Lng: -117.912625),  Route carried "on" structure: State highway 91,  Year Built: 1959,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 265,000 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 295,000 (year 2038),  Design Load: HS 20,  Features Intersected: PATT DRAIN #4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.820,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 32.1m (105.3ft)

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: High priority of replacement,  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

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Structure Number: 55 049,  Location: 12-ORA-091-3.90-ANA (Lat: 33.853825,  Lng: -117.914497),  Route carried "on" structure: State highway 91,  Year Built: 1959,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 265,000 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 295,000 (year 2038),  Features Intersected: PATT DRAIN #5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.900,  Lanes on structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 32.1m (105.3ft)

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: High priority of replacement,  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

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Structure Number: 55 0491,  Location: 12-ORA-091-4.00-ANA (Lat: 33.853775,  Lng: -117.913403),  Route carried "on" structure: State highway 91,  Year Built: 1959,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 265,000 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 295,000 (year 2038),  Features Intersected: PATT DRAIN #6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.000,  Lanes on structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 32.1m (105.3ft)

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: High priority of replacement,  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

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Structure Number: 55 0493R,  Location: 12-ORA-091-R9.19-ANA (Lat: 33.844069,  Lng: -117.827033),  Route carried "on" structure: State highway 91,  Year Built: 1970,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 159,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 184,000 (year 2040),  Design Load: HS 20,  Features Intersected: 91-55 FAST TRACK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.190,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place