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

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Structure Number: 55 008,  Location: 12-ORA-090-1.23-LHB (Lat: 33.917214,  Lng: -117.954944),  Route carried "on" structure: State highway 90,  Year Built: 1968,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 47,000 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 53,300 (year 2038),  Design Load: HS 20,  Features Intersected: IMPERIAL CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.230,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 26.9m (88.3ft)

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: 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: April 2021

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Structure Number: 55 0087R,  Location: 12-ORA-005-42.96-BPK (Lat: 33.862817,  Lng: -117.991056),  Route carried "on" structure: Interstate 5,  Year Built: 1957,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 2.33m (7.64ft),  Average Daily Traffic: 95,850 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 111,500 (year 2038),  Design Load: HS 20,  Features Intersected: FULLERTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.960,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.5m (132.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 40.5m (132.9ft),  Out-to-Out Width: 41.3m (135.5ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 55 0159,  Location: 12-ORA-039-13.51-BPK (Lat: 33.843342,  Lng: -117.997061),  Route carried "on" structure: State highway 39,  Year Built: 1960,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 59,000 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 75,246 (year 2042),  Design Load: HS 20,  Features Intersected: PARKING LOT ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.510,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 28.8m (94.5ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 35.3m (115.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 0290F,  Location: 12-ORA-133-8.59-IRVN (Lat: 33.654633,  Lng: -117.759950),  Route carried "on" structure: Ramp State highway 133,  Year Built: 1968,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 13,722 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,299 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: SAN DIEGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.590,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0299,  Location: 12-ORA-091-R2.35-BPK (Lat: 33.855811,  Lng: -118.002678),  Route carried "on" structure: State highway 91,  Year Built: 1969,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 265,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 295,000 (year 2040),  Design Load: HS 20,  Features Intersected: WESTERN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.350,  Lanes on structure: 12,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 53.7m (176.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 53.7m (176.2ft),  Out-to-Out Width: 55.3m (181.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 03,  Location: 12-ORA-091-R1.85-BPK (Lat: 33.855733,  Lng: -118.011478),  Route carried "on" structure: State highway 91,  Year Built: 1969,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 265,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 295,000 (year 2040),  Design Load: HS 20,  Features Intersected: KNOTT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.850,  Lanes on structure: 12,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 52.5m (172.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 52.5m (172.2ft),  Out-to-Out Width: 54.1m (177.5ft)

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: 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 0302,  Location: 12-ORA-091-R0.85-BPK (Lat: 33.857017,  Lng: -118.028764),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 30,000 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,000 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: VALLEY VIEW ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  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: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0303,  Location: 12-ORA-091-R2.61-BPK (Lat: 33.855811,  Lng: -117.998333),  Route carried "on" structure: State highway 91,  Year Built: 1970,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 265,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 295,000 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 39 (BEACH BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.610,  Lanes on structure: 12,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 54.9m (180.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 54.9m (180.1ft),  Out-to-Out Width: 56.5m (185.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 13.3 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: High priority of corrective action,  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 0836,  Location: 12-ORA-005-42.54-BPK (Lat: 33.858947,  Lng: -117.986747),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 27.04m (88.71ft),  Average Daily Traffic: 24,000 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,897 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 5, UP RR,  Facility Carried by Structure: ORANGETHORPE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 98.7m (323.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Good,  Superstructure: Serious,  Substructure: Good,  Operating Rating: 36.6 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: 28.2 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: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.04m (88.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $8,158,000,  Roadway Improvement Cost: $1,631,000,  Total Project Cost: $13,705,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 1069,  Location: 12-ORA-005-43.13 (Lat: 33.863494,  Lng: -117.993667),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 7.66m (25.13ft),  Average Daily Traffic: 15,000 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,018 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 5, RAMPS,  Facility Carried by Structure: STANTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 25.8m (84.6ft)

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

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Structure Number: 55 1071,  Location: 12-ORA-005-43.70 (Lat: 33.868231,  Lng: -118.002458),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 20,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,489 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 5, RAMPS,  Facility Carried by Structure: WESTERN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.7m (156.5ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.5m (83.7ft)

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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 1072,  Location: 12-ORA-039-15.06 (Lat: 33.865858,  Lng: -117.997836),  Route carried "on" structure: State highway 39,  Year Built: 2010,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 51,000 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 62,549 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 5, RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.060,  Lanes on structure: 6,  Lanes under structure: 12,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.3m (132.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.0m (134.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 40.3m (132.2ft),  Out-to-Out Width: 43.9m (144.0ft)

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

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Structure Number: 55 1073L,  Location: 12-ORA-005-42.98 (Lat: 33.862714,  Lng: -117.991556),  Route carried "on" structure: Interstate 5,  Year Built: 2010,  Status: Open,  Structure Length: 2.82m (9.25ft),  Average Daily Traffic: 95,850 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 116,817 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FULLERTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.980,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.5m (93.5ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 28.5m (93.5ft),  Out-to-Out Width: 29.6m (97.1ft)

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

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Structure Number: 55C0034,  Location: 0.4 MI. S/O DEL OBISPO ST (Lat: 33.491925,  Lng: -117.662725),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 20,400 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 42,753 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SAN JUAN CREEK CHANNEL,  Facility Carried by Structure: CAMINO CAPISTRANO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 27.7m (90.9ft)

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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0039R,  Location: 0.9 MI. N/O ORANGETHORPE (Lat: 33.870875,  Lng: -118.028617),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 36,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 75,183 (year 2040),  Design Load: HS 20,  Features Intersected: COYOTE CREEK CHANNEL,  Facility Carried by Structure: N/B VALLEY VIEW ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0051,  Location: 0.1 MI. NW/O TENTH STREET (Lat: 33.862917,  Lng: -117.990736),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 3,988 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,575 (year 2040),  Design Load: HS 20,  Features Intersected: FULLERTON CREEK CHANNEL,  Facility Carried by Structure: AUTO CENTER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.5m (73.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 62.5 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C012,  Location: 100' E/O HARBOR BLVD (Lat: 33.883022,  Lng: -117.924522),  Route carried "on" structure: City street ,  Year Built: 1936,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 32,279 (year 2042),  Design Load: H 10,  Features Intersected: BREA CREEK CHANNEL,  Facility Carried by Structure: BREA BLVD
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: 21.9m (71.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 55C0127,  Location: 0.4 MI. N/O ORANGETHORPE (Lat: 33.864000,  Lng: -118.028539),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 36,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 60,000 (year 2040),  Features Intersected: FULLERTON CREEK CHANNEL,  Facility Carried by Structure: VALLEY VIEW STREET
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: 26.0m (85.3ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 26.0m (85.3ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0193,  Location: 0.2 MI. N/O ORANGETHORPE (Lat: 33.861469,  Lng: -117.993644),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 16,766 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 39,812 (year 2040),  Design Load: HS 20,  Features Intersected: FULLERTON CREEK CHANNEL,  Facility Carried by Structure: STANTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.8m (71.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0194,  Location: 0.15 MI. S/O WHITAKER ST. (Lat: 33.863981,  Lng: -117.984931),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 6,197 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,954 (year 2040),  Design Load: HS 20,  Features Intersected: FULLERTON CREEK CHANNEL,  Facility Carried by Structure: DALE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.3m (63.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 58.0 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0196,  Location: 0.3 M N/O ARTESIA BLVD (Lat: 33.877978,  Lng: -118.002631),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 3,400 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,084 (year 2040),  Design Load: HS 20,  Features Intersected: BREA CREEK CHANNEL,  Facility Carried by Structure: WESTERN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.9 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: Meets minimum limits,  Waterway Adequacy: Superior 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0197,  Location: 100' N/O FRANKLIN STREET (Lat: 33.877250,  Lng: -117.995947),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 1,205 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,650 (year 2040),  Features Intersected: BREA CREEK CHANNEL,  Facility Carried by Structure: DARLINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 28.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0198,  Location: 0.2 MI. NW/O BEACH BLVD. (Lat: 33.886044,  Lng: -117.997836),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 24,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 50,963 (year 2040),  Features Intersected: COYOTE CREEK CHANNEL,  Facility Carried by Structure: LA MIRADA BLVD.
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: 21.2m (69.6ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C02,  Location: 0.2 M N. ORANGETHORPE AVE (Lat: 33.861967,  Lng: -118.011106),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 25,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 53,263 (year 2040),  Features Intersected: FULLERTON CREEK CHANNEL,  Facility Carried by Structure: KNOTT AVENUE
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: 24.0m (78.7ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  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: 24.0m (78.7ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C057,  Location: 0.05 MI S/O ROUTE 405 FWY (Lat: 33.686022,  Lng: -117.907886),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 13.32m (43.70ft),  Average Daily Traffic: 42,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 87,713 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: HILLSIDE,  Facility Carried by Structure: S/B FAIRVIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.5m (83.7ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 28.6m (93.8ft),  Out-to-Out Width: 2.7m (8.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0579,  Location: 0.2 MI. N/O ARTESIA BLVD. (Lat: 33.877961,  Lng: -118.005147),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 1,927 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BREA CREEK CHANNEL,  Facility Carried by Structure: ROSTRATA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.8 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: 31.8 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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0645,  Location: 50' S/O MALVERN AVE. (Lat: 33.877353,  Lng: -117.986983),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 16,147 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,094 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BREA CREEK CHANNEL,  Facility Carried by Structure: DALE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.8m (78.1ft)

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

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Structure Number: 55 0299,  Location: 12-ORA-091-R2.35-BPK (Lat: 33.855811,  Lng: -118.002678),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2012),  Truck Traffic: 7%,  Features Intersected: WESTERN AVE,  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 55 03,  Location: 12-ORA-091-R1.85-BPK (Lat: 33.855733,  Lng: -118.011478),  Route carried "under" structure: City street M014,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2012),  Truck Traffic: 7%,  Features Intersected: KNOTT AVE,  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 55 0301,  Location: 12-ORA-091-R2.85-BPK (Lat: 33.855864,  Lng: -117.993939),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2012),  Truck Traffic: 7%,  Features Intersected: STANTON AVE,  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 55 0302,  Location: 12-ORA-091-R0.85-BPK (Lat: 33.857017,  Lng: -118.028764),  Route carried "under" structure: State highway 91,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 265,000 (year 2012),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: VALLEY VIEW ST
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.850,  Lanes on structure: 5,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 55 0303,  Location: 12-ORA-091-R2.61-BPK (Lat: 33.855811,  Lng: -117.998333),  Route carried "under" structure: State highway 39,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 51,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: ROUTE 39 (BEACH BLVD),  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 14.380,  Lanes on structure: 12,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 55 0403,  Location: 12-ORA-091-R1.32-BPK (Lat: 33.856189,  Lng: -118.020028),  Route carried "under" structure: State highway 91,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 265,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.320,  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 0632,  Location: 12-ORA-039-16.04-BPK (Lat: 33.880239,  Lng: -117.998658),  Route carried "under" structure: State highway 39,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 57,500 (year 2009),  Features Intersected: ST RTE 39 (BEACH BLVD),  Facility Carried by Structure: BNSF,AMTRAK,METRO
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 16.040,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 55 0836,  Location: 12-ORA-005-42.54-BPK (Lat: 33.858947,  Lng: -117.986747),  Route carried "under" structure: Interstate 5,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 241,000 (year 2016),  Features Intersected: INTERSTATE 5, UP RR,  Facility Carried by Structure: ORANGETHORPE AVE
Minimum Vertical Clearance: 6.01m (19.72ft),  Kilometerpoint: 42.540,  Lanes on structure: 6,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 98.7m (323.8ft)

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Structure Number: 55 0836,  Location: 12-ORA-005-42.54-BPK (Lat: 33.858947,  Lng: -117.986747),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 17,541 (year 2015),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 5, UP RR,  Facility Carried by Structure: ORANGETHORPE AVE
Minimum Vertical Clearance: 6.01m (19.72ft),  Kilometerpoint: 42.540,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 98.7m (323.8ft)

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Structure Number: 55 1069,  Location: 12-ORA-005-43.13 (Lat: 33.863494,  Lng: -117.993667),  Route carried "under" structure: Interstate 5,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 191,700 (year 2016),  Truck Traffic: 6%,  Features Intersected: INTERSTATE 5, RAMPS,  Facility Carried by Structure: STANTON AVE
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 43.130,  Lanes on structure: 4,  Lanes under structure: 13,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 55 107,  Location: 12-ORA-005-44.24 (Lat: 33.873272,  Lng: -118.009131),  Route carried "under" structure: City street ,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2017),  Truck Traffic: 3%,  Features Intersected: ARTESIA BLVD,  Facility Carried by Structure: INTERSTATE 5
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 55 1071,  Location: 12-ORA-005-43.70 (Lat: 33.868231,  Lng: -118.002458),  Route carried "under" structure: Interstate 5,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 167,500 (year 2016),  Truck Traffic: 9%,  Features Intersected: INTERSTATE 5, RAMPS,  Facility Carried by Structure: WESTERN AVENUE
Minimum Vertical Clearance: 5.22m (17.13ft),  Kilometerpoint: 43.700,  Lanes on structure: 4,  Lanes under structure: 12,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.7m (156.5ft)

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Structure Number: 55 1072,  Location: 12-ORA-039-15.06 (Lat: 33.865858,  Lng: -117.997836),  Route carried "under" structure: Interstate 5,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 168,000 (year 2011),  Truck Traffic: 9%,  Features Intersected: INTERSTATE 5, RAMPS,  Facility Carried by Structure: SR 39 (BEACH BLVD)
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 43.420,  Lanes on structure: 6,  Lanes under structure: 12,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.0m (134.5ft)

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Structure Number: 55C0663,  Location: 0.2 MI. S/O MALVERN AVE. (Lat: 33.875561,  Lng: -117.986783),  Route carried "under" structure: City street ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 16,147 (year 2020),  Truck Traffic: 1%,  Features Intersected: DALE STREET,  Facility Carried by Structure: BNSF RAILROAD
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 14.0m (45.9ft)