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

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Structure Number: 53 0849,  Location: 07-LA-005S-C45.75 (Lat: 34.336158,  Lng: -118.508111),  Route carried "on" structure: Interstate 5,  Year Built: 1955,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 203,359 (year 2011),  Truck Traffic: 40%,  Average Future Daily Traffic: 253,424 (year 2038),  Design Load: HS 20,  Features Intersected: METROLINK&UP RR TUNNEL#5
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 45.750,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.5m (83.7ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0849K,  Location: 07-LA-005S-C45.76 (Lat: 34.335558,  Lng: -118.507611),  Route carried "on" structure: Bypass Interstate 5,  Year Built: 1971,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 224 (year 2011),  Truck Traffic: 30%,  Average Future Daily Traffic: 274 (year 2038),  Design Load: HS 20,  Features Intersected: METROLINK&UP RR TUNNEL#5
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 45.760,  Lanes on structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 27.9 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: 21.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0857,  Location: 07-LA-110-21.88-LA (Lat: 34.044125,  Lng: -118.271656),  Route carried "on" structure: State highway 110,  Year Built: 1953,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 270,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 297,777 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: 12TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.880,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 43.2m (141.7ft),  Out-to-Out Width: 47.2m (154.9ft)

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

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Structure Number: 53 0865K,  Location: 07-LA-101-7.04-LA (Lat: 34.104106,  Lng: -118.323778),  Route carried "on" structure: Bypass US 101,  Year Built: 1977,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 11,000 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,664 (year 2042),  Design Load: HS 20,  Features Intersected: ARGYLE AV-S101 ON-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.040,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  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: 66.4 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: 51.2 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: High priority of replacement,  Underclear: Meets minimum limits,  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: 53 0866K,  Location: 07-LA-101-8.25-LA (Lat: 34.116803,  Lng: -118.337964),  Route carried "on" structure: Bypass US 101,  Year Built: 1954,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 11.75m (38.55ft),  Average Daily Traffic: 21,501 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,509 (year 2042),  Design Load: HS 20,  Features Intersected: CAHUENGA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.250,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.75m (38.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Bridge Improvement Cost: $997,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $1,674,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 087,  Location: 07-LA-010-40.46 (Lat: 34.068603,  Lng: -117.839639),  Route carried "on" structure: Interstate 10,  Year Built: 1954,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 3.15m (10.33ft),  Average Daily Traffic: 209,000 (year 2012),  Average Future Daily Traffic: 266,494 (year 2040),  Design Load: HS 20,  Features Intersected: VIA VERDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.460,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.0m (144.4ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.7m (41.7ft),  Curb-To-Curb Width: 44.0m (144.4ft),  Out-to-Out Width: 45.5m (149.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 0879,  Location: 07-LA-002-16.38-LA (Lat: 34.116167,  Lng: -118.239064),  Route carried "on" structure: City street L479,  Year Built: 1976,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 1,820 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,418 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 2,  Facility Carried by Structure: ESTARA AVE OC
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: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 088,  Location: 07-LA-110-21.99-LA (Lat: 34.045264,  Lng: -118.270400),  Route carried "on" structure: State highway 110,  Year Built: 1953,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 270,000 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 297,777 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: 11TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.990,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 44.5m (146.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0886S,  Location: 07-LA-110-29.20-LA (Lat: 34.110906,  Lng: -118.180419),  Route carried "on" structure: Ramp State highway 110,  Year Built: 1940,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,000 (year 2038),  Design Load: HS 15,  Features Intersected: ARROYO SECO & BIKE PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.200,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0887,  Location: 07-LA-110-21.76-LA (Lat: 34.042603,  Lng: -118.272708),  Route carried "on" structure: State highway 110,  Year Built: 1953,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 270,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 297,777 (year 2037),  Design Load: HS 20,  Features Intersected: PICO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.760,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 44.4m (145.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0888,  Location: 07-LA-110-21.50-LA (Lat: 34.038908,  Lng: -118.273675),  Route carried "on" structure: State highway 110,  Year Built: 1953,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 270,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 297,777 (year 2037),  Design Load: HS 20,  Features Intersected: VENICE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.500,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 49.4m (162.1ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 49.4m (162.1ft),  Out-to-Out Width: 56.9m (186.7ft)

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

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Structure Number: 53 0889,  Location: 07-LA-110-21.24-LA (Lat: 34.035150,  Lng: -118.274128),  Route carried "on" structure: Interstate 110,  Year Built: 1954,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 300,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 310,215 (year 2037),  Design Load: HS 20,  Features Intersected: WASHINGTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.240,  Lanes on structure: 11,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 68.6m (225.1ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 62.7m (205.7ft),  Out-to-Out Width: 70.2m (230.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0891,  Location: 07-LA-110-20.92-LA (Lat: 34.030033,  Lng: -118.274656),  Route carried "on" structure: City street ,  Year Built: 1954,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,383 (year 2037),  Design Load: HS 20,  Features Intersected: INTERSTATE 110,  Facility Carried by Structure: FIGUEROA ST & 23RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 58.2m (190.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 99.8 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53 0893,  Location: 07-LA-110-20.71-LA (Lat: 34.027472,  Lng: -118.274853),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 14,400 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,763 (year 2037),  Design Load: HS 20,  Features Intersected: INTERSTATE 110,  Facility Carried by Structure: ADAMS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  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: 28.2m (92.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 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: 41.8 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53 0894,  Location: 07-LA-110-20.58-LA (Lat: 34.025864,  Lng: -118.275731),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 6.60m (21.65ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,082 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 110 & RAMP,  Facility Carried by Structure: 28TH STREET
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.9m (62.0ft)

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

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Structure Number: 53 0896,  Location: 07-LA-110-20.46-LA (Lat: 34.024372,  Lng: -118.276675),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 1,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,082 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 110 & RAMP,  Facility Carried by Structure: 30TH STREET
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.8m (120.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 21.9m (71.9ft)

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

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Structure Number: 53 0897,  Location: 07-LA-110-20.21-LA (Lat: 34.020819,  Lng: -118.277811),  Route carried "on" structure: Interstate 110,  Year Built: 1995,  Status: Open,  Structure Length: 2.82m (9.25ft),  Average Daily Traffic: 289,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 367,956 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: JEFFERSON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.210,  Lanes on structure: 14,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.2m (92.5ft),  Curb-To-Curb Width: 82.0m (269.0ft),  Out-to-Out Width: 83.2m (273.0ft)

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

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Structure Number: 53 0898,  Location: 07-LA-110-20.00-LA (Lat: 34.018183,  Lng: -118.279478),  Route carried "on" structure: State highway 110,  Year Built: 1956,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 289,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 367,956 (year 2037),  Design Load: HS 20,  Features Intersected: EXPOSITION BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.000,  Lanes on structure: 15,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 57.1m (187.3ft),  Out-to-Out Width: 73.4m (240.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0899,  Location: 07-LA-110-19.93-LA (Lat: 34.017164,  Lng: -118.279917),  Route carried "on" structure: Interstate 110,  Year Built: 1996,  Status: Open,  Structure Length: 9.93m (32.58ft),  Average Daily Traffic: 300,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 332,200 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: 37TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.930,  Lanes on structure: 15,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 84.0m (275.6ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 62.0m (203.4ft),  Out-to-Out Width: 83.8m (274.9ft)

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

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Structure Number: 53 0901L,  Location: 07-LA-110-19.68-LA (Lat: 34.013681,  Lng: -118.281053),  Route carried "on" structure: Interstate 110,  Year Built: 1996,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 162,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 169,726 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: 39TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.680,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 32.2m (105.6ft),  Out-to-Out Width: 33.1m (108.6ft)

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

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Structure Number: 53 0901R,  Location: 07-LA-110-19.68-LA (Lat: 34.013547,  Lng: -118.280489),  Route carried "on" structure: Interstate 110,  Year Built: 1996,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 162,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 170,774 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: 39TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.680,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 32.6m (107.0ft)

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

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Structure Number: 53 0902,  Location: 07-LA-110-19.50-LA (Lat: 34.010944,  Lng: -118.280547),  Route carried "on" structure: Interstate 110,  Year Built: 1956,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 300,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 310,215 (year 2038),  Design Load: HS 20,  Features Intersected: MARTIN LUTHER KING JR BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.500,  Lanes on structure: 14,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 77.7m (254.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 77.7m (254.9ft),  Out-to-Out Width: 79.2m (259.8ft)

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

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Structure Number: 53 0904,  Location: 07-LA-110-19.12-LA (Lat: 34.005494,  Lng: -118.281481),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 2,600 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,121 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 110,  Facility Carried by Structure: 43RD ST
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.9m (71.9ft)

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

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Structure Number: 53 0905,  Location: 07-LA-110-19.25-LA (Lat: 34.007314,  Lng: -118.281411),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 2,400 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,710 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 110,  Facility Carried by Structure: 42ND ST
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.9m (71.9ft)

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

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Structure Number: 53 0906,  Location: 07-LA-110-19.00-LA (Lat: 34.003642,  Lng: -118.281453),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 27,500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 42,452 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 110,  Facility Carried by Structure: VERNON AVE
Minimum Vertical Clearance: 6.38m (20.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 31.1m (102.0ft)

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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0907,  Location: 07-LA-110-18.81-LA (Lat: 34.000961,  Lng: -118.281392),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,152 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 110,  Facility Carried by Structure: 47th street
Minimum Vertical Clearance: 6.53m (21.42ft),  Kilometerpoint: 18.810,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.1m (121.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 22.0m (72.2ft)

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

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Structure Number: 53 0908,  Location: 07-LA-110-18.62-LA (Lat: 33.998222,  Lng: -118.281189),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 3,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,667 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 110,  Facility Carried by Structure: 49TH ST
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.9m (71.9ft)

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

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Structure Number: 53 0909,  Location: 07-LA-110-18.49-LA (Lat: 33.996403,  Lng: -118.280917),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 3,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,763 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 110,  Facility Carried by Structure: 51ST ST
Minimum Vertical Clearance: 5.88m (19.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 28.0m (91.9ft)

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

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Structure Number: 53 091,  Location: 07-LA-110-18.27-LA (Lat: 33.993233,  Lng: -118.280864),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 3,650 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,615 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 110,  Facility Carried by Structure: 54TH ST
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.9m (71.9ft)

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

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Structure Number: 53 0911,  Location: 07-LA-110-17.98-LA (Lat: 33.988922,  Lng: -118.279961),  Route carried "on" structure: Interstate 110,  Year Built: 1996,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 300,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 344,877 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: SLAUSON AVE & BNSF RY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.980,  Lanes on structure: 14,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 96.1m (315.3ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.2m (118.8ft),  Curb-To-Curb Width: 96.1m (315.3ft),  Out-to-Out Width: 99.5m (326.4ft)

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

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Structure Number: 53 0912,  Location: 07-LA-110-17.77-LA (Lat: 33.985903,  Lng: -118.280161),  Route carried "on" structure: Interstate 110,  Year Built: 1956,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 300,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 344,877 (year 2037),  Design Load: HS 20,  Features Intersected: 59TH PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.770,  Lanes on structure: 14,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 71.6m (234.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 70.0m (229.7ft),  Out-to-Out Width: 73.1m (239.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0914,  Location: 07-LA-110-17.51-LA (Lat: 33.982261,  Lng: -118.280400),  Route carried "on" structure: Interstate 110,  Year Built: 1956,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 300,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 348,337 (year 2037),  Design Load: HS 20,  Features Intersected: GAGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.510,  Lanes on structure: 12,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 56.7m (186.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 56.7m (186.0ft),  Out-to-Out Width: 58.2m (190.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0916,  Location: 07-LA-110-17.28-LA (Lat: 33.978914,  Lng: -118.280519),  Route carried "on" structure: Interstate 110,  Year Built: 1956,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 300,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 344,877 (year 2037),  Design Load: HS 20,  Features Intersected: 67TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.280,  Lanes on structure: 14,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 61.0m (200.1ft),  Out-to-Out Width: 65.5m (214.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0918,  Location: 07-LA-110-16.98-LA (Lat: 33.974533,  Lng: -118.280544),  Route carried "on" structure: Interstate 110,  Year Built: 1956,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 300,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 346,036 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: FLORENCE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.980,  Lanes on structure: 14,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 56.7m (186.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 58.2m (190.9ft),  Out-to-Out Width: 58.2m (190.9ft)

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

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Structure Number: 53 092,  Location: 07-LA-110-16.72-LA (Lat: 33.970711,  Lng: -118.280550),  Route carried "on" structure: Interstate 110,  Year Built: 1956,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 300,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 346,036 (year 2037),  Design Load: HS 20,  Features Intersected: 76TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.720,  Lanes on structure: 14,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 56.7m (186.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 56.7m (186.0ft),  Out-to-Out Width: 58.2m (190.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0922,  Location: 07-LA-110-16.52-LA (Lat: 33.967764,  Lng: -118.280517),  Route carried "on" structure: Interstate 110,  Year Built: 1956,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 300,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 349,508 (year 2037),  Design Load: HS 20,  Features Intersected: 79TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.520,  Lanes on structure: 14,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 68.5m (224.7ft),  Out-to-Out Width: 70.1m (230.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0924,  Location: 07-LA-110-16.26-LA (Lat: 33.964083,  Lng: -118.280511),  Route carried "on" structure: Interstate 110,  Year Built: 1956,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 300,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 349,508 (year 2037),  Design Load: HS 20,  Features Intersected: 83RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.260,  Lanes on structure: 14,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 70.3m (230.6ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 70.3m (230.6ft),  Out-to-Out Width: 71.9m (235.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 96.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0926,  Location: 07-LA-110-15.98-LA (Lat: 33.959858,  Lng: -118.280422),  Route carried "on" structure: Interstate 110,  Year Built: 1996,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 300,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 295,667 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: MANCHESTER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.980,  Lanes on structure: 13,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 70.4m (231.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 70.4m (231.0ft),  Out-to-Out Width: 82.3m (270.0ft)

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

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Structure Number: 53 0928,  Location: 07-LA-110-15.75-LA (Lat: 33.956647,  Lng: -118.280489),  Route carried "on" structure: Interstate 110,  Year Built: 1956,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 300,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 345,996 (year 2037),  Design Load: HS 20,  Features Intersected: 88TH PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.750,  Lanes on structure: 14,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 74.0m (242.8ft),  Out-to-Out Width: 75.5m (247.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 093,  Location: 07-LA-110-15.47-LA (Lat: 33.952681,  Lng: -118.280108),  Route carried "on" structure: Interstate 110,  Year Built: 1958,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 300,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 345,996 (year 2037),  Design Load: HS 20,  Features Intersected: 92ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.470,  Lanes on structure: 15,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 64.0m (210.0ft),  Out-to-Out Width: 65.5m (214.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place