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

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Structure Number: 55 1083F,  Location: 12-ORA-005-34.48-SA (Lat: 33.779375,  Lng: -117.886933),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 2008,  Status: Open,  Structure Length: 17.36m (56.96ft),  Average Daily Traffic: 16,285 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,614 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SANTA ANA RV, HESPERIAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.480,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.3m (50.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.2m (53.1ft)

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

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Structure Number: 55 1084G,  Location: 12-ORA-022-R10.43 (Lat: 33.778558,  Lng: -117.877697),  Route carried "on" structure: Ramp State highway 22,  Year Built: 2008,  Status: Open,  Structure Length: 21.35m (70.05ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: S5&S57-E22 & S57-S5 RMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.430,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 59.2m (194.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

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

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Structure Number: 55 1086G,  Location: 12-ORA-022-R10.74-SA (Lat: 33.777942,  Lng: -117.872108),  Route carried "on" structure: Ramp State highway 22,  Year Built: 2008,  Status: Open,  Structure Length: 9.84m (32.28ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 22 & RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.740,  Lanes on structure: 2,  Lanes under structure: 8,  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: 3,  Length of Maximum Span: 34.9m (114.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

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

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Structure Number: 55 1088F,  Location: 12-ORA-005-34.55-SA (Lat: 33.779319,  Lng: -117.890783),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 2008,  Status: Open,  Structure Length: 9.10m (29.86ft),  Average Daily Traffic: 16,285 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,614 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: W22-METROPOLITAN OFF RMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.550,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.5m (139.4ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

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: 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

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Structure Number: 55C0041L,  Location: 0.8 MI W/O SEAL BEACH BL. (Lat: 33.759622,  Lng: -118.091989),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,671 (year 2041),  Design Load: HS 20,  Features Intersected: LOS ALAMITOS CHANNEL,  Facility Carried by Structure: WESTMINSTER AVE-WB
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: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0047,  Location: 0.3 MI N SANTA CLARA AVE (Lat: 33.770508,  Lng: -117.876003),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 5,500 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,688 (year 2041),  Design Load: H 20,  Features Intersected: SANTIAGO CREEK CHANNEL,  Facility Carried by Structure: FLOWER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55C0055,  Location: 0.2 MI N/O ROUTE 5 FWY (Lat: 33.770817,  Lng: -117.867219),  Route carried "on" structure: City street ,  Year Built: 1918,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 37,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 60,054 (year 2041),  Design Load: H 15,  Features Intersected: SANTIAGO CREEK CHANNEL,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.7m (87.6ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.7m (87.6ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0073,  Location: 0.2 MI E EUCLID ST (Lat: 33.744928,  Lng: -117.933086),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 25,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 53,619 (year 2041),  Features Intersected: E GARDEN GRV-WINTRBRG CH,  Facility Carried by Structure: FIRST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 30.1m (98.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 30.1m (98.8ft),  Out-to-Out Width: 36.5m (119.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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 2021

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Structure Number: 55C0083,  Location: 0.1 M S/O MC ARTHUR BLVD (Lat: 33.698686,  Lng: -117.884997),  Route carried "on" structure: City street ,  Year Built: 1961,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 42,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 128,687 (year 2041),  Features Intersected: SANTA ANA GARDENS CH,  Facility Carried by Structure: BRISTOL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 32.8m (107.6ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 32.8m (107.6ft),  Out-to-Out Width: 38.8m (127.3ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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: Febuary 2021

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Structure Number: 55C01,  Location: 0.1 MI N/O MCFADDEN AVE (Lat: 33.739319,  Lng: -117.937244),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 43,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 69,841 (year 2038),  Features Intersected: E GARDEN GROVE W'BURG CH,  Facility Carried by Structure: EUCLID AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.7m (84.3ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 32.1m (105.3ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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: Febuary 2021

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Structure Number: 55C0115,  Location: 0.3 MI S/O MEMORY LANE (Lat: 33.769408,  Lng: -117.884692),  Route carried "on" structure: City street ,  Year Built: 1947,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 55,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 81,501 (year 2041),  Design Load: H 15,  Features Intersected: SANTIAGO CREEK CHANNEL,  Facility Carried by Structure: BRISTOL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.7m (84.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.1m (49.5ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 38.2 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: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.96m (9.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55C013,  Location: 0.3 MI S/O ROUTE 91 FWY (Lat: 33.843317,  Lng: -117.852556),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 29.35m (96.29ft),  Average Daily Traffic: 22,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 45,792 (year 2039),  Features Intersected: SANTA ANA RIVER CHANNEL,  Facility Carried by Structure: GLASSELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55C0148,  Location: 0.1 MI W/O HARBOR BLVD (Lat: 33.714378,  Lng: -117.921408),  Route carried "on" structure: County highway ,  Year Built: 1961,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 25,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 58,671 (year 2038),  Design Load: HS 20,  Features Intersected: SANTA ANA RIVER CHANNEL,  Facility Carried by Structure: WARNER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 25.7m (84.3ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 31.6m (103.7ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 55C0163,  Location: 0.4 MI W/O FAIRVIEW ST (Lat: 33.737394,  Lng: -117.913119),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 22,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 38,479 (year 2041),  Design Load: HS 20,  Features Intersected: SANTA ANA RIVER,  Facility Carried by Structure: MCFADDEN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 55C0164,  Location: 0.5 MI W/O ROUTE 55 FWY (Lat: 33.733614,  Lng: -117.842492),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 21,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 53,619 (year 2041),  Features Intersected: SANTA ANA SANTA FE CHANL,  Facility Carried by Structure: MCFADDEN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0363,  Location: 100' E/O FLOWER ST (Lat: 33.709550,  Lng: -117.876692),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 23,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 55,764 (year 2041),  Features Intersected: SANTA ANA DELHI CHANNEL,  Facility Carried by Structure: DYER ROAD
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: 18.0m (59.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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: Febuary 2021

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Structure Number: 55C0364,  Location: 100' E/O FLOWER ST (Lat: 33.705381,  Lng: -117.876703),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 5,000 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,724 (year 2041),  Features Intersected: SANTA ANA DELHI CHANNEL,  Facility Carried by Structure: ALTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 18.5m (60.7ft)

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

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Structure Number: 55C0365,  Location: 100' E/O FLOWER ST (Lat: 33.699881,  Lng: -117.876772),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 34,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 64,343 (year 2041),  Features Intersected: SANTA ANA DELHI CHANNEL,  Facility Carried by Structure: MACARTHUR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 28.2m (92.5ft)

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

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Structure Number: 55C0366,  Location: 100' N/O SUNFLOWER AVE (Lat: 33.694714,  Lng: -117.876803),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 8,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,157 (year 2041),  Features Intersected: SANTA ANA DELHI CHANNEL,  Facility Carried by Structure: FLOWER 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: 16.5m (54.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.1m (69.2ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019

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Structure Number: 55C0367,  Location: 100' N/O SUNFLOWER AVE (Lat: 33.694336,  Lng: -117.880331),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 2,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,636 (year 2041),  Features Intersected: SANTA ANA DELHI CHANNEL,  Facility Carried by Structure: STEVENS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Channel: Excellent,  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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019

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Structure Number: 55C0372,  Location: 0.6 MI E/O HARBOR BLVD (Lat: 33.748828,  Lng: -117.909519),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 13,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,788 (year 2041),  Design Load: HS 20,  Features Intersected: SANTA ANA RIVER CHANNEL,  Facility Carried by Structure: 5TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55C0373,  Location: 0.5 MI E/O HARBOR BLVD (Lat: 33.699911,  Lng: -117.910167),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 29,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 46,561 (year 2038),  Features Intersected: GREENVILLE-BANNING CHAN,  Facility Carried by Structure: MAC ARTHUR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.1m (82.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 31.5m (103.3ft)

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

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Structure Number: 55C042,  Location: 150' N/O IOWA STREET (Lat: 33.691303,  Lng: -117.926494),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 300 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 317 (year 2038),  Design Load: HS 20,  Features Intersected: GRNVILLE-BANNING CHANNEL,  Facility Carried by Structure: NEW HAMPSHIRE DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 55C0423,  Location: 0.2 MI E/O FAIRVIEW ST (Lat: 33.759761,  Lng: -117.901128),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 10.91m (35.79ft),  Average Daily Traffic: 33,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 70,777 (year 2041),  Features Intersected: SANTA ANA RIVER CHANNEL,  Facility Carried by Structure: 17TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.9 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: 52.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55C0429,  Location: 200' N/O TAMPION AVE (Lat: 33.739233,  Lng: -117.940378),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,145 (year 2041),  Features Intersected: E GRDN GRVE WINTRBG CHAN,  Facility Carried by Structure: DEMING STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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 2021

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Structure Number: 55C0447,  Location: 0.2 MI W/O NEWHOPE ST (Lat: 33.748722,  Lng: -117.932844),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,117 (year 2038),  Features Intersected: EAST GG-WINTERSBURG CHAN,  Facility Carried by Structure: 5TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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: Febuary 2021

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Structure Number: 55C0513,  Location: 0.2 MI S/O WESTMINSTER AV (Lat: 33.756414,  Lng: -117.902731),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 15.12m (49.61ft),  Average Daily Traffic: 38,544 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 72,679 (year 2041),  Features Intersected: SANTA ANA RIVER CHANNEL,  Facility Carried by Structure: FAIRVIEW STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 25.3 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: 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.12m (49.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $2,396,000,  Roadway Improvement Cost: $479,000,  Total Project Cost: $4,025,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55C0631,  Location: 0.2 MI N/O WARNER AVENUE (Lat: 33.716097,  Lng: -117.920217),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 12.01m (39.40ft),  Average Daily Traffic: 54,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 71,555 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SANTA ANA RIVER CHANNEL,  Facility Carried by Structure: HARBOR BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete continuous,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 30.5m (100.1ft)

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

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Structure Number: 55C0689,  Location: 0.5 MI E/O HARBOR BLVD (Lat: 33.745106,  Lng: -117.911372),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 30,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 53,226 (year 2038),  Design Load: HS 20,  Features Intersected: SANTA ANA RIVER CHANNEL,  Facility Carried by Structure: FIRST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.4m (70.2ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 28.0m (91.9ft)

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

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Structure Number: DAPFORLIG000748,  Location: S OLD MAN CANYON SEC 13 W (Lat: 35.989469,  Lng: -121.195300),  Route carried "on" structure: Other road ,  Year Built: 2002,  Status: Closed,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 2 (year 2037),  Design Load: HS 20,  Features Intersected: DRAINAGE KD RESERVOIR,  Facility Carried by Structure: RUBY CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 3.8m (12.5ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Serious,  Channel: Fair,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.55m (8.37ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Critical Feature Inspection Date: March 2017,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $17,000 ( Estimate for 2017),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 55 0343,  Location: 12-ORA-022-R10.01-SA (Lat: 33.778650,  Lng: -117.884372),  Route carried "under" structure: City street M017,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: BRISTOL STREET,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 55 0344H,  Location: 12-ORA-005-34.38-SA (Lat: 33.779714,  Lng: -117.883431),  Route carried "under" structure: Ramp State highway 57,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 8,600 (year 2009),  Truck Traffic: 3%,  Features Intersected: S57-BRISTOL ST OFF-RAMP
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 11.820,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 55 0357,  Location: 12-ORA-022-R10.87-SA (Lat: 33.778528,  Lng: -117.869583),  Route carried "under" structure: State highway 22,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 150,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: STATE ROUTE 22,  Facility Carried by Structure: BEDFORD ROAD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 10.870,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 55 0363,  Location: 12-ORA-022-R10.99-SA (Lat: 33.778528,  Lng: -117.867483),  Route carried "under" structure: State highway 22,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 150,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: STATE ROUTE 22,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 10.990,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 55 0383,  Location: 12-ORA-022-R12.36-SA (Lat: 33.776369,  Lng: -117.844561),  Route carried "under" structure: State highway 22,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 150,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: STATE ROUTE 22,  Facility Carried by Structure: CAMBRIDGE STREET
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 12.360,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 55 0393,  Location: 12-ORA-055-R9.44-SA (Lat: 33.726303,  Lng: -117.834722),  Route carried "under" structure: City street M032,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2017),  Truck Traffic: 3%,  Features Intersected: EDINGER AVE,  Facility Carried by Structure: STATE ROUTE 55
Minimum Vertical Clearance: 6.85m (22.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 55 0394,  Location: 12-ORA-055-R8.50-SA (Lat: 33.715572,  Lng: -117.845328),  Route carried "under" structure: State highway 55,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 288,600 (year 2017),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 55,  Facility Carried by Structure: WARNER AVE
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 8.500,  Lanes on structure: 6,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 55 0409,  Location: 12-ORA-055-R7.87-SA (Lat: 33.708311,  Lng: -117.851661),  Route carried "under" structure: City street M029,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: DYER RD,  Facility Carried by Structure: STATE ROUTE 55
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 55 041,  Location: 12-ORA-055-R6.99-SA (Lat: 33.698239,  Lng: -117.861353),  Route carried "under" structure: City street M034,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: MACARTHUR BLVD,  Facility Carried by Structure: STATE ROUTE 55
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 55 0416,  Location: 12-ORA-055-R6.39-SA (Lat: 33.691461,  Lng: -117.867717),  Route carried "under" structure: City street M035,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: MAIN STREET,  Facility Carried by Structure: STATE ROUTE 55
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 55 0615,  Location: 12-ORA-005-33.31-SA (Lat: 33.768917,  Lng: -117.869375),  Route carried "under" structure: Interstate 5,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 362,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 33.310,  Lanes on structure: 4,  Lanes under structure: 18,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 55 0615,  Location: 12-ORA-005-33.31-SA (Lat: 33.768917,  Lng: -117.869375),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 7.30m (23.95ft),  Kilometerpoint: 33.310,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 55 0646,  Location: 12-ORA-005-30.90-SA (Lat: 33.745478,  Lng: -117.842744),  Route carried "under" structure: Interstate 5,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 353,100 (year 2020),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: 1ST ST
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 30.900,  Lanes on structure: 8,  Lanes under structure: 14,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: 55 0648K,  Location: 12-ORA-055-10.90-SA (Lat: 33.747228,  Lng: -117.832881),  Route carried "under" structure: Ramp State highway 55,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 61,400 (year 2015),  Truck Traffic: 6%,  Features Intersected: S55-N&S5 CONNECTORS
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 10.900,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 55 0649,  Location: 12-ORA-005-31.09-SA (Lat: 33.747978,  Lng: -117.843592),  Route carried "under" structure: Interstate 5,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 355,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: 4TH ST
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 31.090,  Lanes on structure: 7,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 55 065,  Location: 12-ORA-055-10.98-SA (Lat: 33.748058,  Lng: -117.832842),  Route carried "under" structure: Ramp State highway 55,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 51,770 (year 2015),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 55,  Facility Carried by Structure: FOURTH STREET
Minimum Vertical Clearance: 6.14m (20.14ft),  Kilometerpoint: 10.980,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 55 065,  Location: 12-ORA-055-10.98-SA (Lat: 33.748058,  Lng: -117.832842),  Route carried "under" structure: State highway 55,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 250,000 (year 2017),  Features Intersected: STATE ROUTE 55,  Facility Carried by Structure: FOURTH STREET
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 10.980,  Lanes on structure: 8,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 55 0661S,  Location: 12-ORA-005-31.08-SA (Lat: 33.747753,  Lng: -117.843483),  Route carried "under" structure: Interstate 5,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 354,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 5
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 31.080,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 55 0671L,  Location: 12-ORA-005-31.65-SA (Lat: 33.753961,  Lng: -117.850111),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 3,539 (year 2015),  Features Intersected: GRAND AVE
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 31.650,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 55 0671L,  Location: 12-ORA-005-31.65-SA (Lat: 33.753961,  Lng: -117.850111),  Route carried "under" structure: City street ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 36,000 (year 2017),  Truck Traffic: 3%,  Features Intersected: GRAND AVE,  Facility Carried by Structure: INTERSTATE 5 SB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 55 0671R,  Location: 12-ORA-005-31.76-SA (Lat: 33.755294,  Lng: -117.851606),  Route carried "under" structure: City street ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 36,000 (year 2017),  Truck Traffic: 3%,  Features Intersected: GRAND AVE,  Facility Carried by Structure: INTERSTATE 5 NB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.0m (98.4ft)

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Structure Number: 55 0672,  Location: 12-ORA-005-32.04-SA (Lat: 33.756158,  Lng: -117.855931),  Route carried "under" structure: Interstate 5,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 298,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: BNSF,AMTRAK,METRO
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 32.040,  Lanes under structure: 14,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 44.0m (144.4ft)

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Structure Number: 55 0673L,  Location: 12-ORA-005-32.46-SA (Lat: 33.759800,  Lng: -117.862050),  Route carried "under" structure: City street ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2017),  Truck Traffic: 3%,  Features Intersected: 17TH STREET,  Facility Carried by Structure: INTERSTATE 5 SB
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)