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

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Structure Number: 53 0382,  Location: 07-LA-110-24.16-LA (Lat: 34.065775,  Lng: -118.242650),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 2,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,266 (year 2037),  Design Load: HS 20,  Features Intersected: STATE ROUTE 110,  Facility Carried by Structure: COLLEGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53 1592,  Location: 07-LA-001-R34.89-SMCA (Lat: 34.012400,  Lng: -118.490342),  Route carried "on" structure: City street L659,  Year Built: 1965,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 34,000 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,812 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 1,  Facility Carried by Structure: FOURTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 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: 39.5 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1594,  Location: 07-LA-001-R34.55-SMCA (Lat: 34.014675,  Lng: -118.485519),  Route carried "on" structure: State highway 1,  Year Built: 1965,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 48,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 50,172 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: LINCOLN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.550,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 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: 34.3 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1595,  Location: 07-LA-010-R2.38-SMCA (Lat: 34.016706,  Lng: -118.482489),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 6.02m (19.75ft),  Average Daily Traffic: 13,525 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,696 (year 2042),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: 11TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.2m (102.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior 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: 53 1596,  Location: 07-LA-010-R2.61-SMCA (Lat: 34.018964,  Lng: -118.479592),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 7.18m (23.56ft),  Average Daily Traffic: 10,275 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,843 (year 2042),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: 14TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.9m (117.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 53.1 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: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior 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: 53 1597,  Location: 07-LA-010-R2.84-SMCA (Lat: 34.021228,  Lng: -118.476742),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 7.90m (25.92ft),  Average Daily Traffic: 2,900 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,588 (year 2042),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: 17TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 37.3 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: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior 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: 53 1598,  Location: 07-LA-010-R3.07-SMCA (Lat: 34.023106,  Lng: -118.473386),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 7.33m (24.05ft),  Average Daily Traffic: 15,690 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,417 (year 2042),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: 20TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: 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: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior 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: 53 1599,  Location: 07-LA-010-R3.34-SMCA (Lat: 34.024397,  Lng: -118.468964),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 5.14m (16.86ft),  Average Daily Traffic: 24,870 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,184 (year 2042),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: CLOVERFIELD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.7m (84.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 16,  Location: 07-LA-010-R3.71-SMCA (Lat: 34.026039,  Lng: -118.462911),  Route carried "on" structure: Interstate 10,  Year Built: 1965,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 185,000 (year 2010),  Average Future Daily Traffic: 202,347 (year 2042),  Design Load: HS 20,  Features Intersected: STEWART STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.710,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.4m (135.8ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 41.4m (135.8ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 28.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior 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: 53 257,  Location: 07-LA-105-R16.14-DNY (Lat: 33.912692,  Lng: -118.134017),  Route carried "on" structure: City street L066,  Year Built: 1989,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 12,400 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,109 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 105, LRT,  Facility Carried by Structure: CLARK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.6m (152.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Poor,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 9.30m (30.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,043,000,  Roadway Improvement Cost: $408,000,  Total Project Cost: $3,432,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2603,  Location: 07-LA-014-R60.60-PMDL (Lat: 34.593339,  Lng: -118.134008),  Route carried "on" structure: State highway 14,  Year Built: 1970,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 89,000 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 192,510 (year 2041),  Design Load: HS 20,  Features Intersected: AVENUE "P-8" DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.600,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.0m (137.8ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 42.0m (137.8ft),  Out-to-Out Width: 54.3m (178.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019

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Structure Number: 53 264,  Location: 07-LA-010S-18.59-LA (Lat: 34.056006,  Lng: -118.211439),  Route carried "on" structure: City street ,  Year Built: 1925,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 5,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,328 (year 2041),  Features Intersected: I 10 BUSWAY & METROLINK,  Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.8 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2649S,  Location: 07-LA-001-R34.67-SMCA (Lat: 34.014072,  Lng: -118.487689),  Route carried "on" structure: State highway 1,  Year Built: 1979,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 7,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,074 (year 2040),  Design Load: HS 20,  Features Intersected: WB 10-NB 1 CONNECTOR RMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.670,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0109,  Location: 0.1MI N/O I-10 FWY (Lat: 34.012922,  Lng: -118.490933),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 17,040 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,450 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SEARS ACCESS TUNNEL,  Facility Carried by Structure: 4TH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C052,  Location: 0.2MI W/O GAREY AVE (Lat: 34.116139,  Lng: -117.753489),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 204 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 204 (year 2041),  Design Load: HS 20,  Features Intersected: LIVE OAK WASH,  Facility Carried by Structure: AMHERST ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 91.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0528,  Location: 0.5MI S/O PICO BLVD (Lat: 34.003914,  Lng: -118.481297),  Route carried "on" structure: City street L659,  Year Built: 1965,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 5,840 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,720 (year 2040),  Design Load: HS 20,  Features Intersected: OCEAN PARK BLVD,  Facility Carried by Structure: 4TH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C19,  Location: 0.6MI W/O LINCOLN BLVD (Lat: 34.010175,  Lng: -118.496381),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Posted for load,  Structure Length: 14.85m (48.72ft),  Average Daily Traffic: 727 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 800 (year 2041),  Design Load: H 15,  Features Intersected: APPIAN WAY / PROMENADE,  Facility Carried by Structure: COLORADO AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 24.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 14.85m (48.72ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,571,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0316,  Location: 07-LA-001-35.07-SMCA (Lat: 34.012111,  Lng: -118.492822),  Route carried "under" structure: State highway 1,  Year Built: 1926,  Structure Length: 0. m,  Average Daily Traffic: 58,000 (year 2017),  Truck Traffic: 3%,  Features Intersected: ROUTE 1,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 6.52m (21.39ft),  Kilometerpoint: 35.070,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 53 0388,  Location: 07-LA-001-35.59-SMCA (Lat: 34.014878,  Lng: -118.500289),  Route carried "under" structure: State highway 1,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 72,000 (year 2021),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 1,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 35.590,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 53 1592,  Location: 07-LA-001-R34.89-SMCA (Lat: 34.012400,  Lng: -118.490342),  Route carried "under" structure: State highway 1,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 58,000 (year 2017),  Truck Traffic: 2%,  Features Intersected: ROUTE 1,  Facility Carried by Structure: FOURTH ST
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 34.890,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 53 1594,  Location: 07-LA-001-R34.55-SMCA (Lat: 34.014675,  Lng: -118.485519),  Route carried "under" structure: Interstate 10,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 215,000 (year 2017),  Truck Traffic: 2%,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: LINCOLN BLVD
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 2.160,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 53 1595,  Location: 07-LA-010-R2.38-SMCA (Lat: 34.016706,  Lng: -118.482489),  Route carried "under" structure: Interstate 10,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 141,500 (year 2012),  Truck Traffic: 2%,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: 11TH STREET
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 2.380,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.2m (102.4ft)

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Structure Number: 53 1596,  Location: 07-LA-010-R2.61-SMCA (Lat: 34.018964,  Lng: -118.479592),  Route carried "under" structure: Interstate 10,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 141,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: 14TH STREET
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 2.610,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.9m (117.8ft)

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Structure Number: 53 1597,  Location: 07-LA-010-R2.84-SMCA (Lat: 34.021228,  Lng: -118.476742),  Route carried "under" structure: Interstate 10,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 141,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: 17TH STREET
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 2.840,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 53 1598,  Location: 07-LA-010-R3.07-SMCA (Lat: 34.023106,  Lng: -118.473386),  Route carried "under" structure: Interstate 10,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 141,500 (year 2010),  Truck Traffic: 2%,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: 20TH STREET
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 3.070,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 53 1599,  Location: 07-LA-010-R3.34-SMCA (Lat: 34.024397,  Lng: -118.468964),  Route carried "under" structure: Interstate 10,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 185,000 (year 2010),  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: CLOVERFIELD BLVD
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 3.340,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.7m (84.3ft)

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Structure Number: 53 16,  Location: 07-LA-010-R3.71-SMCA (Lat: 34.026039,  Lng: -118.462911),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 6,700 (year 2010),  Truck Traffic: 1%,  Features Intersected: STEWART STREET,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 53 1603,  Location: 07-LA-010-R4.24-SMCA (Lat: 34.027597,  Lng: -118.454450),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 13,180 (year 2010),  Truck Traffic: 2%,  Features Intersected: PICO BLVD, CENTINELA AVE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 53 1603,  Location: 07-LA-010-R4.24-SMCA (Lat: 34.027597,  Lng: -118.454450),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 23,100 (year 2010),  Truck Traffic: 2%,  Features Intersected: PICO BLVD, CENTINELA AVE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 53 2578,  Location: 07-LA-001-35.39-SMCA (Lat: 34.012636,  Lng: -118.498008),  Route carried "under" structure: City street 1,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 77,760 (year 2012),  Truck Traffic: 2%,  Features Intersected: PACIFIC COAST HIGHWAY,  Facility Carried by Structure: BROADWAY POC
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 35.390,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 53 2579,  Location: 07-LA-001-36.04-SMCA (Lat: 34.019467,  Lng: -118.505944),  Route carried "under" structure: State highway 1,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 72,000 (year 2021),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 1,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.70m (18.70ft),  Kilometerpoint: 36.040,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 53 2602,  Location: 07-LA-001-36.25-SMCA (Lat: 34.021169,  Lng: -118.508119),  Route carried "under" structure: State highway 1,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 76,000 (year 2017),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 1,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 36.250,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 53 2649S,  Location: 07-LA-001-R34.67-SMCA (Lat: 34.014072,  Lng: -118.487689),  Route carried "under" structure: Ramp State highway 1,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 2,300 (year 2017),  Truck Traffic: 2%,  Features Intersected: WB 10-NB 1 CONNECTOR RMP
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 34.670,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.0m (150.9ft)

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Structure Number: 53 2740K,  Location: 07-LA-001-R34.83-SMCA (Lat: 34.013283,  Lng: -118.488131),  Route carried "under" structure: State highway 1,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 2,920 (year 2017),  Truck Traffic: 2%,  Features Intersected: S1-LINCOLN BL OFF-RAMP
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 34.830,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 53C0528,  Location: 0.5MI S/O PICO BLVD (Lat: 34.003914,  Lng: -118.481297),  Route carried "under" structure: ServiceCity street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 3,200 (year 2012),  Features Intersected: OCEAN PARK BLVD,  Facility Carried by Structure: 4TH ST
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 53C19,  Location: 0.6MI W/O LINCOLN BLVD (Lat: 34.010175,  Lng: -118.496381),  Route carried "under" structure: City street ,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2012),  Truck Traffic: 1%,  Features Intersected: APPIAN WAY / PROMENADE,  Facility Carried by Structure: COLORADO AVE
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 53C2334,  Location: 0.1 MI E PACIFIC COAST HY (Lat: 34.019592,  Lng: -118.505358),  Route carried "under" structure: City street Q110,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 10,118 (year 2012),  Truck Traffic: 2%,  Features Intersected: CALIFORNIA INCLINE,  Facility Carried by Structure: IDAHO AVENUE POC
Minimum Vertical Clearance: 5.90m (19.36ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.1m (52.8ft)

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Structure Number: 53C2344,  Location: 80FT S/O OLYMPIC BLVD (Lat: 34.026972,  Lng: -118.472111),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 13,520 (year 2016),  Truck Traffic: 2%,  Features Intersected: CLOVERFIELD BLVD,  Facility Carried by Structure: EXPOSITION LRT
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 44.1m (144.7ft)

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Structure Number: 53C2345,  Location: 581 FT W/O CLOVERFIELD BL (Lat: 34.026333,  Lng: -118.473778),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 13,520 (year 2016),  Truck Traffic: 2%,  Features Intersected: OLYMPIC BLVD,  Facility Carried by Structure: EXPOSITION LRT
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 48.9m (160.4ft)

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Structure Number: 53C2346,  Location: 330 FT S/O W. OLYMIPIC BL (Lat: 34.030778,  Lng: -118.457389),  Route carried "under" structure: City street ,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 13,520 (year 2016),  Truck Traffic: 2%,  Features Intersected: S. CENTINELA AVE,  Facility Carried by Structure: EXPOSITION LRT
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.0m (85.3ft)