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

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Structure Number: 53 0821,  Location: 07-LA-710-13.62-COM (Lat: 33.884489,  Lng: -118.190544),  Route carried "on" structure: Interstate 710,  Year Built: 1954,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 230,000 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 253,395 (year 2037),  Design Load: HS 20,  Features Intersected: ATLANTIC AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.620,  Lanes on structure: 12,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 7,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 53.9m (176.8ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 53.9m (176.8ft),  Out-to-Out Width: 58.4m (191.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 96.6 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: 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 0822,  Location: 07-LA-710-13.95-COM (Lat: 33.888858,  Lng: -118.189261),  Route carried "on" structure: County highway L086,  Year Built: 1958,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 30,600 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 42,940 (year 2037),  Design Load: HS 20,  Features Intersected: ROUTE 710,  Facility Carried by Structure: ALONDRA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  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: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.4 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: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1865,  Location: 07-LA-091-R9.15-COM (Lat: 33.873367,  Lng: -118.235897),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 20,400 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,002 (year 2038),  Design Load: HS 20,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: WILMINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.7m (84.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.5m (126.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.6 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: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 223,  Location: 07-LA-002-24.43 (Lat: 34.206222,  Lng: -118.200019),  Route carried "on" structure: State highway 2,  Year Built: 1972,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 12,400 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,909 (year 2044),  Design Load: HS 20,  Features Intersected: ROUTE 210
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.430,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.5m (155.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 38.9 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: 24.3 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: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2234,  Location: 07-LA-091-R9.97-COM (Lat: 33.873656,  Lng: -118.221983),  Route carried "on" structure: State highway 91,  Year Built: 1974,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 206,000 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 207,782 (year 2036),  Design Load: HS 20,  Features Intersected: UP RR, MTA BLUE LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.970,  Lanes on structure: 11,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 47.4m (155.5ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 47.4m (155.5ft),  Out-to-Out Width: 48.8m (160.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.1 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: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2235,  Location: 07-LA-091-R10.19-COM (Lat: 33.873325,  Lng: -118.218069),  Route carried "on" structure: State highway 91,  Year Built: 1974,  Status: Open,  Structure Length: 38.72m (127.03ft),  Average Daily Traffic: 210,000 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 207,782 (year 2038),  Design Load: HS 20,  Features Intersected: ALAMEDA, SANTA FE, UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.190,  Lanes on structure: 10,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.7m (143.4ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 8,  Length of Maximum Span: 48.9m (160.4ft),  Curb-To-Curb Width: 43.7m (143.4ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2236S,  Location: 07-LA-091-R10.26-COM (Lat: 33.872192,  Lng: -118.216939),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1974,  Status: Open,  Structure Length: 23.87m (78.31ft),  Average Daily Traffic: 8,900 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,534 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ALAMEDA ST, COMPTON CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.260,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 40.7m (133.5ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 87.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2237S,  Location: 07-LA-091-R10.28-COM (Lat: 33.873211,  Lng: -118.216986),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1974,  Status: Open,  Structure Length: 15.73m (51.61ft),  Average Daily Traffic: 6,200 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,810 (year 2038),  Design Load: HS 20,  Features Intersected: COMPTON CREEK, RR TRACKS
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 10.280,  Lanes on structure: 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: 6,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 31.4 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: 24.3 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2238K,  Location: 07-LA-091-R10.39-COM (Lat: 33.874531,  Lng: -118.214906),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1974,  Status: Open,  Structure Length: 18.68m (61.29ft),  Average Daily Traffic: 6,500 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,544 (year 2038),  Design Load: HS 20,  Features Intersected: ARTESIA BL, SANTA FE AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.390,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 61.5m (201.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2252,  Location: 07-LA-091-R10.81-COM (Lat: 33.873228,  Lng: -118.207400),  Route carried "on" structure: State highway 91,  Year Built: 1974,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 222,000 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 243,405 (year 2038),  Design Load: HS 20,  Features Intersected: SUSANA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.810,  Lanes on structure: 14,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 58.2m (190.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 58.2m (190.9ft),  Out-to-Out Width: 59.7m (195.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.3 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: 46.0 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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 248,  Location: 07-LA-105-R8.94-LA (Lat: 33.927789,  Lng: -118.254631),  Route carried "on" structure: Interstate 105,  Year Built: 1987,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 220,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 249,998 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.940,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 39.5m (129.6ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.4m (158.8ft),  Curb-To-Curb Width: 39.5m (129.6ft),  Out-to-Out Width: 53.6m (175.9ft)

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: 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 2483,  Location: 07-LA-105-R8.98-COM (Lat: 33.927975,  Lng: -118.253267),  Route carried "on" structure: Interstate 105,  Year Built: 1988,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 220,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 249,998 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: COMPTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.980,  Lanes on structure: 9,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 39.5m (129.6ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 39.5m (129.6ft),  Out-to-Out Width: 53.6m (175.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: 38.2 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  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 2484,  Location: 07-LA-105-R9.21-COM (Lat: 33.928414,  Lng: -118.249469),  Route carried "on" structure: Interstate 105,  Year Built: 1987,  Status: Open,  Structure Length: 3.33m (10.93ft),  Average Daily Traffic: 220,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 249,998 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SUCCESS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.210,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.7m (146.7ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.3m (109.3ft),  Curb-To-Curb Width: 44.7m (146.7ft),  Out-to-Out Width: 58.9m (193.2ft)

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: 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 2485,  Location: 07-LA-105-R9.38-COM (Lat: 33.928478,  Lng: -118.246478),  Route carried "on" structure: Interstate 105,  Year Built: 1988,  Status: Open,  Structure Length: 4.00m (13.12ft),  Average Daily Traffic: 220,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 249,998 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: COMPTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.380,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.0m (147.6ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.0m (131.2ft),  Curb-To-Curb Width: 45.0m (147.6ft),  Out-to-Out Width: 59.1m (193.9ft)

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: 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 2487L,  Location: 07-LA-105-R9.78-COM (Lat: 33.928425,  Lng: -118.239492),  Route carried "on" structure: Interstate 105,  Year Built: 1989,  Status: Open,  Structure Length: 21.85m (71.69ft),  Average Daily Traffic: 220,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 249,998 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: WILLOWBROOK AVE,LRT,UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.780,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 32.8m (107.6ft)

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: Better than present minimum criteria,  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 2487R,  Location: 07-LA-105-R9.78-COM (Lat: 33.928097,  Lng: -118.239489),  Route carried "on" structure: Interstate 105,  Year Built: 1989,  Status: Open,  Structure Length: 21.85m (71.69ft),  Average Daily Traffic: 220,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 249,998 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: WILMINGTON AVE,LRT,UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.780,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 29.2m (95.8ft)

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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  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: 53C0077,  Location: 1.0MI N/O DEL AMO BLVD (Lat: 33.860081,  Lng: -118.215731),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 18,631 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,358 (year 2041),  Design Load: HS 20,  Features Intersected: COMPTON CRK,  Facility Carried by Structure: SANTA FE AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 28.6m (93.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0183,  Location: 0.1 MI EAST OF I-5 (Lat: 34.332803,  Lng: -118.506011),  Route carried "on" structure: City street ,  Year Built: 1911,  Year Reconstructed: 1934,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 6,100 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,410 (year 2040),  Design Load: H 15,  Features Intersected: METROLINK & UP RR, CREEK,  Facility Carried by Structure: SIERRA HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0185,  Location: 0.5MI S/O ALONDRA BLVD (Lat: 33.883878,  Lng: -118.189428),  Route carried "on" structure: City street L062,  Year Built: 1937,  Status: Open,  Structure Length: 26.46m (86.81ft),  Average Daily Traffic: 23,298 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,792 (year 2041),  Features Intersected: LOS ANGELES RIV,  Facility Carried by Structure: ATLANTIC AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $4,376,000,  Roadway Improvement Cost: $1,666,000,  Total Project Cost: $14,001,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0558,  Location: 0.8MI W/O WILMINGTON AVE (Lat: 33.916181,  Lng: -118.249769),  Route carried "on" structure: City street L080,  Year Built: 1948,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 23,426 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,111 (year 2041),  Design Load: HS 20,  Features Intersected: COMPTON CRK,  Facility Carried by Structure: EL SEGUNDO BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Excellent,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $586,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $984,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0599,  Location: 0.1MI S/O ARTESIA BLVD (Lat: 33.872206,  Lng: -118.216572),  Route carried "on" structure: City street L047,  Year Built: 1937,  Status: Open,  Structure Length: 11.55m (37.89ft),  Average Daily Traffic: 10,710 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,317 (year 2041),  Design Load: H 20,  Features Intersected: COMPTON CRK,  Facility Carried by Structure: ALAMEDA ST
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,917,000,  Roadway Improvement Cost: $914,000,  Total Project Cost: $7,680,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0907,  Location: 0.5MI S/O ROSECRANS AVE (Lat: 33.897186,  Lng: -118.237536),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Posted for load,  Structure Length: 3.33m (10.93ft),  Average Daily Traffic: 29,520 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,420 (year 2041),  Design Load: H 20,  Features Intersected: COMPTON CRK,  Facility Carried by Structure: WILMINGTON AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 21.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 6 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,107,000,  Roadway Improvement Cost: $421,000,  Total Project Cost: $3,540,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0908,  Location: 0.3MI W/O WILMINGTON AVE (Lat: 33.903206,  Lng: -118.241619),  Route carried "on" structure: City street L079,  Year Built: 1938,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 36,146 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 43,375 (year 2041),  Design Load: H 20,  Features Intersected: COMPTON CRK,  Facility Carried by Structure: ROSECRANS AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.9m (32.5ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0925,  Location: 0.2MI E/O WILMINGTON AVE (Lat: 33.895814,  Lng: -118.236039),  Route carried "on" structure: City street L087,  Year Built: 1938,  Status: Posted for load,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 27,136 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,563 (year 2041),  Design Load: H 20,  Features Intersected: COMPTON CRK,  Facility Carried by Structure: COMPTON BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.6m (54.5ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 29.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,384,000,  Roadway Improvement Cost: $276,000,  Total Project Cost: $2,326,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1481,  Location: 0.1MI W/O WILLOWBROOK AVE (Lat: 33.881025,  Lng: -118.224494),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 8,446 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,713 (year 2041),  Design Load: HS 20,  Features Intersected: COMPTON CRK,  Facility Carried by Structure: GREENLEAF BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1577,  Location: 0.3MI S/O ALONDRA BLVD (Lat: 33.886422,  Lng: -118.228022),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 11,330 (year 2012),  Average Future Daily Traffic: 13,030 (year 2041),  Design Load: H 20,  Features Intersected: COMPTON CRK,  Facility Carried by Structure: OLEANDER AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1578,  Location: 0.3MI N/O SR-91 FWY (Lat: 33.877839,  Lng: -118.214358),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 1,224 (year 2012),  Average Future Daily Traffic: 1,346 (year 2041),  Features Intersected: COMPTON CRK E,  Facility Carried by Structure: COMPT. COLGE ACS R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 53C1579,  Location: 200FT E/O SANTA FE AVE (Lat: 33.881197,  Lng: -118.214600),  Route carried "on" structure: City street Q815,  Year Built: 1953,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 8,446 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,713 (year 2041),  Features Intersected: COMPTON CRK E,  Facility Carried by Structure: GREENLEAF BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.6m (51.2ft)

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

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Structure Number: 53C1717,  Location: 0.2MI W/O ALAMEDA ST (Lat: 33.877656,  Lng: -118.221958),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 505 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 556 (year 2041),  Features Intersected: COMPTON CRK,  Facility Carried by Structure: TOWN CENTER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021

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Structure Number: 53C1718,  Location: 0.1MI W/O ALAMEDA ST (Lat: 33.876111,  Lng: -118.220389),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 102 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 124 (year 2041),  Features Intersected: COMPTON CRK,  Facility Carried by Structure: AUTO DR S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021

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Structure Number: 53C1719,  Location: 0.1MI S/O ALONDRA BLVD (Lat: 33.887022,  Lng: -118.215753),  Route carried "on" structure: City street L049,  Year Built: 1953,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 28,302 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,962 (year 2041),  Features Intersected: COMPTON CRK E,  Facility Carried by Structure: SANTA FE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 30.4m (99.7ft)

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

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Structure Number: 53C1741,  Location: 0.1MI S/O LAS TUNAS BLVD (Lat: 34.101150,  Lng: -118.092147),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 5,100 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,865 (year 2040),  Features Intersected: RUBIO WASH,  Facility Carried by Structure: PINE ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 53C1743,  Location: 0.3MI W/O ALAMEDA ST (Lat: 33.874472,  Lng: -118.222222),  Route carried "on" structure: City street L090,  Year Built: 1974,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 25,440 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 30,528 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: UPRR / METROLINK,  Facility Carried by Structure: ARTESIA BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,260,000,  Roadway Improvement Cost: $252,000,  Total Project Cost: $2,118,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1744,  Location: 0.3MI W/O SANTA FE AVE (Lat: 33.874058,  Lng: -118.218664),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Temporarily open,  Structure Length: 21.98m (72.11ft),  Average Daily Traffic: 25,440 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 30,528 (year 2041),  Design Load: HS 20,  Features Intersected: UPRR,COMPTON CR,ALAMEDA,  Facility Carried by Structure: ARTESIA BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 29 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Structural Evaluation: High priority of replacement,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $17,087,000,  Roadway Improvement Cost: $3,417,000,  Total Project Cost: $28,706,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1745,  Location: 0.1MI N/O SR-91 FWY (Lat: 33.873933,  Lng: -118.214894),  Route carried "on" structure: City street L049,  Year Built: 1952,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 28,302 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,962 (year 2041),  Features Intersected: COMPTON CRK E,  Facility Carried by Structure: SANTA FE AV-ART BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.5m (90.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 27.5m (90.2ft),  Out-to-Out Width: 35.1m (115.2ft)

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

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Structure Number: 53C192,  Location: 0.2MI E/O SAN DIMAS CN RD (Lat: 34.100650,  Lng: -117.790119),  Route carried "on" structure: City street L528,  Year Built: 1990,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 20,800 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,960 (year 2041),  Features Intersected: PUDDINGSTONE CHAN,  Facility Carried by Structure: ARROW HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.2m (0.7ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1964,  Location: 0.1MI W/O SANTA FE AVE (Lat: 33.903269,  Lng: -118.222775),  Route carried "on" structure: City street L079,  Year Built: 1992,  Status: Open,  Structure Length: 27.28m (89.50ft),  Average Daily Traffic: 37,842 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 45,410 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ALAMEDA ST,  Facility Carried by Structure: ROSECRANS AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: June 2021,  Bridge Improvement Cost: $4,664,000,  Roadway Improvement Cost: $2,114,000,  Total Project Cost: $17,759,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C213,  Location: 0.2MI N/O FIRESTONE BLVD (Lat: 33.961517,  Lng: -118.231792),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 306 (year 2012),  Truck Traffic: 24%,  Average Future Daily Traffic: 306 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ACTA,  Facility Carried by Structure: ENGLE DRIVEWAY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C2139,  Location: 50FT E/O ALAMEDA ST (Lat: 33.919736,  Lng: -118.223975),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 2,336 (year 2012),  Truck Traffic: 24%,  Average Future Daily Traffic: 2,570 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: ACTA,  Facility Carried by Structure: 124TH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 4.2m (13.8ft),  Right: 4.2m (13.8ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C2141,  Location: 25FT E/O ALAMEDA ST (Lat: 33.910594,  Lng: -118.222533),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.81m (5.94ft),  Average Daily Traffic: 4,631 (year 2012),  Truck Traffic: 24%,  Average Future Daily Traffic: 5,094 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: ACTA,  Facility Carried by Structure: 134TH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 6.8m (22.3ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 29.2m (95.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C2142,  Location: 25FT E/O ALAMEDA ST (Lat: 33.900592,  Lng: -118.220969),  Route carried "on" structure: City street 7MS07,  Year Built: 1999,  Status: Open,  Structure Length: 1.81m (5.94ft),  Average Daily Traffic: 4,539 (year 2012),  Truck Traffic: 24%,  Average Future Daily Traffic: 4,993 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: ACTA,  Facility Carried by Structure: ELM ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 4.4m (14.4ft),  Right: 5.9m (19.4ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place