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

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Structure Number: 53 1931,  Location: 07-LA-057-R11.15-SDMS (Lat: 34.110981,  Lng: -117.823461),  Route carried "on" structure: State highway 57,  Year Built: 1971,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 158,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 146,359 (year 2040),  Design Load: HS 20,  Features Intersected: LACMTA & BNSF RY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.150,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 50.6m (166.0ft),  Out-to-Out Width: 51.8m (169.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1949,  Location: 07-LA-057-R10.40-SDMS (Lat: 34.101083,  Lng: -117.819167),  Route carried "on" structure: State highway 57,  Year Built: 1971,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 158,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 146,359 (year 2040),  Design Load: HS 20,  Features Intersected: METROLINK & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.400,  Lanes on structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.9m (153.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 46.9m (153.9ft),  Out-to-Out Width: 48.2m (158.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1954,  Location: 07-LA-057-R10.74-SDMS (Lat: 34.106467,  Lng: -117.821242),  Route carried "on" structure: State highway 57,  Year Built: 1971,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 158,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 146,359 (year 2040),  Design Load: HS 20,  Features Intersected: ARROW HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.740,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 50.0m (164.0ft),  Out-to-Out Width: 51.2m (168.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 27.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1961G,  Location: 07-LA-005S-C45.63-LA (Lat: 34.334800,  Lng: -118.505389),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 17,084 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,598 (year 2038),  Design Load: HS 20,  Features Intersected: SIERRA HWY-N5 ON-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.630,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.4 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: Equal to present minimum 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: 53 1969,  Location: 07-LA-057-R10.53-SDMS (Lat: 34.102839,  Lng: -117.819561),  Route carried "on" structure: State highway 57,  Year Built: 1971,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 158,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 146,359 (year 2040),  Design Load: HS 20,  Features Intersected: CIENEGA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.530,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  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: 47.2m (154.9ft),  Curb-To-Curb Width: 46.3m (151.9ft),  Out-to-Out Width: 47.5m (155.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.7 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: 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: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 197,  Location: 07-LA-210-R44.56-GDR (Lat: 34.120286,  Lng: -117.823425),  Route carried "on" structure: Interstate 210,  Year Built: 1970,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 191,000 (year 2012),  Average Future Daily Traffic: 221,014 (year 2039),  Design Load: HS 20,  Features Intersected: W210-S57 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.560,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.4m (145.7ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 44.4m (145.7ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1976L,  Location: 07-LA-057-R11.35L-SDMS (Lat: 34.113750,  Lng: -117.824181),  Route carried "on" structure: State highway 57,  Year Built: 1971,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 79,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 73,179 (year 2040),  Design Load: HS 20,  Features Intersected: GLADSTONE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.350,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Fair,  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: 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: Somewhat better than minimum adequacy,  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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1976R,  Location: 07-LA-057-R11.35R-SDMS (Lat: 34.113761,  Lng: -117.823781),  Route carried "on" structure: State highway 57,  Year Built: 1971,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 79,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 73,179 (year 2040),  Design Load: HS 20,  Features Intersected: GLADSTONE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.350,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1978F,  Location: 07-LA-057-R7.94-SDMS (Lat: 34.068022,  Lng: -117.806794),  Route carried "on" structure: Ramp State highway 57,  Year Built: 1972,  Status: Open,  Structure Length: 26.09m (85.60ft),  Average Daily Traffic: 14,300 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,921 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 57 & CONNS
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 7.940,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 97.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1997,  Location: 07-LA-057-R10.27-SDMS (Lat: 34.099203,  Lng: -117.819078),  Route carried "on" structure: State highway 57,  Year Built: 1971,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 158,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 146,359 (year 2040),  Design Load: HS 20,  Features Intersected: COVINA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.270,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 54.9m (180.1ft),  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: 54.6m (179.1ft),  Curb-To-Curb Width: 54.3m (178.1ft),  Out-to-Out Width: 55.5m (182.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 67.7 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: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2000G,  Location: 07-LA-010-42.53-POM (Lat: 34.065164,  Lng: -117.804800),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 15,000 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,486 (year 2038),  Design Load: HS 20,  Features Intersected: N57-E10 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.530,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 67.1 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: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2002,  Location: 07-LA-057-R8.71-SDMS (Lat: 34.077783,  Lng: -117.814414),  Route carried "on" structure: City street L384,  Year Built: 1971,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 4,200 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,181 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 57,  Facility Carried by Structure: VIA VERDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  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: 52.4m (171.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 28.2 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: 16.2 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: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2005F,  Location: 07-LA-057-R7.72-SDMS (Lat: 34.065369,  Lng: -117.805344),  Route carried "on" structure: Ramp State highway 57,  Year Built: 1972,  Status: Open,  Structure Length: 16.00m (52.49ft),  Average Daily Traffic: 29,750 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 44,990 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 10 & N71-W10 CONNECTOR
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 7.720,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2009,  Location: 07-LA-057-R9.82-SDMS (Lat: 34.092897,  Lng: -117.819256),  Route carried "on" structure: Interstate 57,  Year Built: 1971,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 143,300 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 195,507 (year 2040),  Design Load: HS 20,  Features Intersected: SAN DIMAS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.820,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 206,  Location: 07-LA-210-R41.87-GDR (Lat: 34.119694,  Lng: -117.868447),  Route carried "on" structure: Interstate 210,  Year Built: 1969,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 250,000 (year 2015),  Average Future Daily Traffic: 231,417 (year 2042),  Design Load: HS 20,  Features Intersected: BIG DALTON WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.870,  Lanes on structure: 11,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 47.5m (155.8ft),  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: 22.3m (73.2ft),  Curb-To-Curb Width: 46.9m (153.9ft),  Out-to-Out Width: 48.5m (159.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2064,  Location: 07-LA-210-R45.46-SDMS (Lat: 34.119578,  Lng: -117.807406),  Route carried "on" structure: Interstate 210,  Year Built: 1970,  Status: Open,  Structure Length: 5.19m (17.03ft),  Average Daily Traffic: 179,000 (year 2015),  Average Future Daily Traffic: 162,962 (year 2043),  Design Load: HS 20,  Features Intersected: SAN DIMAS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.460,  Lanes on structure: 9,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 47.2m (154.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 47.2m (154.9ft),  Out-to-Out Width: 48.8m (160.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 48.9 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: 37.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2068,  Location: 07-LA-210-R45.71-SDMS (Lat: 34.119547,  Lng: -117.802944),  Route carried "on" structure: Interstate 210,  Year Built: 1970,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 193,000 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 399,416 (year 2043),  Design Load: HS 20,  Features Intersected: WALNUT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.710,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  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: 31.7m (104.0ft),  Curb-To-Curb Width: 50.6m (166.0ft),  Out-to-Out Width: 52.1m (170.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 95.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2069,  Location: 07-LA-210-R46.21-SDMS (Lat: 34.119583,  Lng: -117.794292),  Route carried "on" structure: Interstate 210,  Year Built: 1970,  Status: Open,  Structure Length: 4.78m (15.68ft),  Average Daily Traffic: 193,000 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 399,416 (year 2043),  Design Load: HS 20,  Features Intersected: SAN DIMAS CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.210,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.6m (143.0ft),  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: 47.2m (154.9ft),  Curb-To-Curb Width: 43.6m (143.0ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2071,  Location: 07-LA-210-R46.33-SDMS (Lat: 34.119586,  Lng: -117.792533),  Route carried "on" structure: Interstate 210,  Year Built: 1970,  Status: Open,  Structure Length: 5.77m (18.93ft),  Average Daily Traffic: 193,000 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 377,719 (year 2043),  Design Load: HS 20,  Features Intersected: MET WATER DIST PIPELINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.330,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.5m (149.3ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 45.4m (149.0ft),  Out-to-Out Width: 46.9m (153.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0426,  Location: 0.5MI W/O SAN DIMAS C RD (Lat: 34.124069,  Lng: -117.803625),  Route carried "on" structure: City street L535,  Year Built: 1963,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 24,624 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,549 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SAN DIMAS WASH,  Facility Carried by Structure: FOOTHILL BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 27 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: January 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0506,  Location: 0.3MI N/O I-10 FWY (Lat: 34.123972,  Lng: -117.806986),  Route carried "on" structure: City street L383,  Year Built: 1962,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 12,669 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,569 (year 2040),  Design Load: HS 20,  Features Intersected: SAN DIMAS WASH,  Facility Carried by Structure: SAN DIMAS AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C1045,  Location: 1.0MI W/O SAN DIMAS RD (Lat: 34.123025,  Lng: -117.811425),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 102 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 104 (year 2043),  Features Intersected: SAN DIMAS WASH,  Facility Carried by Structure: CATARACT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021

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Structure Number: 53C1398,  Location: 0.5MI E/O I-210 FWY (Lat: 34.096083,  Lng: -117.812158),  Route carried "on" structure: City street L383,  Year Built: 1979,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 7,519 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,647 (year 2040),  Features Intersected: WALNUT CRK,  Facility Carried by Structure: SAN DIMAS AVE
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: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 53C1555,  Location: 0.2MI N/O E FOOTHILL BLV (Lat: 34.126117,  Lng: -117.794056),  Route carried "on" structure: City street L651,  Year Built: 1976,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 6,489 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,462 (year 2038),  Features Intersected: SAN DIMAS WASH,  Facility Carried by Structure: SAN DIMAS CYN RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1921,  Location: 1.0MI E/O SAN DIMAS (Lat: 34.095569,  Lng: -117.787794),  Route carried "on" structure: City street Q146,  Year Built: 1990,  Status: Open,  Structure Length: 1.56m (5.12ft),  Average Daily Traffic: 1,281 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,442 (year 2043),  Features Intersected: PUDDINGSTONE CHAN,  Facility Carried by Structure: PUDDINGSTONE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021

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Structure Number: 53C2232,  Location: 0.2MI W/O SAN DIMAS AVE (Lat: 34.122794,  Lng: -117.812467),  Route carried "on" structure: City street _,  Year Built: 1961,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 2 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 2 (year 2040),  Features Intersected: San Dimas Wash,  Facility Carried by Structure: Wehner Lane
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.1m (13.5ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 3.5m (11.5ft),  Out-to-Out Width: 4.0m (13.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 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 "under" structure: County highway ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 481 (year 2011),  Truck Traffic: 2%,  Features Intersected: VIA VERDE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 12.7m (41.7ft)

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Structure Number: 53 1954,  Location: 07-LA-057-R10.74-SDMS (Lat: 34.106467,  Lng: -117.821242),  Route carried "under" structure: City street L528,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 17,500 (year 2012),  Truck Traffic: 2%,  Features Intersected: ARROW HWY,  Facility Carried by Structure: STATE ROUTE 57
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 53 1969,  Location: 07-LA-057-R10.53-SDMS (Lat: 34.102839,  Lng: -117.819561),  Route carried "under" structure: City street Q916,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 4,900 (year 2012),  Truck Traffic: 2%,  Features Intersected: CIENEGA AVENUE,  Facility Carried by Structure: STATE ROUTE 57
Minimum Vertical Clearance: 7.24m (23.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 53 1976L,  Location: 07-LA-057-R11.35L-SDMS (Lat: 34.113750,  Lng: -117.824181),  Route carried "under" structure: City street L529,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 6,300 (year 2012),  Truck Traffic: 2%,  Features Intersected: GLADSTONE STREET,  Facility Carried by Structure: STATE ROUTE 57
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 53 1976R,  Location: 07-LA-057-R11.35R-SDMS (Lat: 34.113761,  Lng: -117.823781),  Route carried "under" structure: City street L529,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 6,300 (year 2012),  Truck Traffic: 2%,  Features Intersected: GLADSTONE STREET,  Facility Carried by Structure: STATE ROUTE 57 NB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 53 1978F,  Location: 07-LA-057-R7.94-SDMS (Lat: 34.068022,  Lng: -117.806794),  Route carried "under" structure: Ramp Interstate 10,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 14,300 (year 2012),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 57 & CONNS,  Facility Carried by Structure: S57-S71 CONNECTOR
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 7.940,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 53 1978F,  Location: 07-LA-057-R7.94-SDMS (Lat: 34.068022,  Lng: -117.806794),  Route carried "under" structure: State highway 57,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 70,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 57 & CONNS
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 7.940,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 53 1978F,  Location: 07-LA-057-R7.94-SDMS (Lat: 34.068022,  Lng: -117.806794),  Route carried "under" structure: State highway 57,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 70,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 57 & CONNS
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 7.940,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 53 1978F,  Location: 07-LA-057-R7.94-SDMS (Lat: 34.068022,  Lng: -117.806794),  Route carried "under" structure: Ramp State highway 57,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 70,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 57 & CONNS
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 7.940,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 53 1997,  Location: 07-LA-057-R10.27-SDMS (Lat: 34.099203,  Lng: -117.819078),  Route carried "under" structure: City street L534,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: COVINA BLVD,  Facility Carried by Structure: STATE ROUTE 57
Minimum Vertical Clearance: 8.26m (27.10ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 54.6m (179.1ft)

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Structure Number: 53 2002,  Location: 07-LA-057-R8.71-SDMS (Lat: 34.077783,  Lng: -117.814414),  Route carried "under" structure: State highway 57,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 158,000 (year 2012),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 57,  Facility Carried by Structure: VIA VERDE
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 8.710,  Lanes on structure: 4,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 53 2005F,  Location: 07-LA-057-R7.72-SDMS (Lat: 34.065369,  Lng: -117.805344),  Route carried "under" structure: Interstate 10,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 189,000 (year 2012),  Truck Traffic: 4%,  Features Intersected: I 10 & N71-W10 CONNECTOR
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 7.720,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.6m (143.0ft)

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Structure Number: 53 2009,  Location: 07-LA-057-R9.82-SDMS (Lat: 34.092897,  Lng: -117.819256),  Route carried "under" structure: City street L383,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 6,300 (year 2012),  Truck Traffic: 2%,  Features Intersected: SAN DIMAS AVENUE,  Facility Carried by Structure: STATE ROUTE 57
Minimum Vertical Clearance: 6.30m (20.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 53 2064,  Location: 07-LA-210-R45.46-SDMS (Lat: 34.119578,  Lng: -117.807406),  Route carried "under" structure: City street L383,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 8,600 (year 2015),  Truck Traffic: 1%,  Features Intersected: SAN DIMAS AVENUE,  Facility Carried by Structure: STATE ROUTE 210
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 53 2068,  Location: 07-LA-210-R45.71-SDMS (Lat: 34.119547,  Lng: -117.802944),  Route carried "under" structure: City street L533,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2015),  Truck Traffic: 2%,  Features Intersected: WALNUT AVENUE,  Facility Carried by Structure: STATE ROUTE 210
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 53 2069,  Location: 07-LA-210-R46.21-SDMS (Lat: 34.119583,  Lng: -117.794292),  Route carried "under" structure: City street L651,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2017),  Truck Traffic: 2%,  Features Intersected: SAN DIMAS CYN RD,  Facility Carried by Structure: STATE ROUTE 210
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.2m (154.9ft)