Bridge Statistics for Montclair, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 184ft / 56.1mTotal length
- $11,120,000Total costs
- 1,311,726Total average daily traffic
- 82,247Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Montclair
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 161950-1959
- 21960-1969
- 11970-1979
- 11980-1989
- 12000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 32000-2009
- Bridge Condition - Deck
- 55.6%Good
- 38.9%Fair
- 5.6%Poor
- Bridge Condition - Superstructure
- 88.9%Good
- 11.1%Fair
- Bridge Condition - Substructure
- 83.3%Good
- 5.6%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 80.0%Excellent
- 20.0%Very good
Find on map >> Show street view
Structure Number: 54 044, Location: 08-SBD-010-5.24-ONT (Lat: 34.077725, Lng: -117.624050), Route carried "on" structure: Interstate 10, Year Built: 1954, Year Reconstructed: 1999, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 263,000 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 275,000 (year 2039), Design Load: HS 20+Mod, Features Intersected: FOURTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.240, Lanes on structure: 10, Lanes under structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 48.4m (158.8ft), Skew: 35 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 28.4m (93.2ft), Curb-To-Curb Width: 48.4m (158.8ft), Out-to-Out Width: 50.2m (164.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 54 044, Location: 08-SBD-010-5.24-ONT (Lat: 34.077725, Lng: -117.624050), Route carried "on" structure: Interstate 10, Year Built: 1954, Year Reconstructed: 1999, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 263,000 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 275,000 (year 2039), Design Load: HS 20+Mod, Features Intersected: FOURTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.240, Lanes on structure: 10, Lanes under structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 48.4m (158.8ft), Skew: 35 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 28.4m (93.2ft), Curb-To-Curb Width: 48.4m (158.8ft), Out-to-Out Width: 50.2m (164.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 54 0448, Location: 08-SBD-010-1.75-MCL (Lat: 34.087006, Lng: -117.681025), Route carried "on" structure: Interstate 10, Year Built: 1953, Year Reconstructed: 2000, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 263,000 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 275,000 (year 2039), Design Load: HS 20+Mod, Features Intersected: BENSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.750, Lanes on structure: 11, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 53.6m (175.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 53.6m (175.9ft), Out-to-Out Width: 55.2m (181.1ft)
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: High priority of corrective action, 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
Structure Number: 54 0448, Location: 08-SBD-010-1.75-MCL (Lat: 34.087006, Lng: -117.681025), Route carried "on" structure: Interstate 10, Year Built: 1953, Year Reconstructed: 2000, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 263,000 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 275,000 (year 2039), Design Load: HS 20+Mod, Features Intersected: BENSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.750, Lanes on structure: 11, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 53.6m (175.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 53.6m (175.9ft), Out-to-Out Width: 55.2m (181.1ft)
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: High priority of corrective action, 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
Find on map >> Show street view
Structure Number: 54 0451, Location: 08-SBD-010-0.32-MCL (Lat: 34.081567, Lng: -117.704758), Route carried "on" structure: Interstate 10, Year Built: 1953, Year Reconstructed: 2000, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 278,000 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 285,000 (year 2039), Design Load: HS 20+Mod, Features Intersected: SAN ANTONIO WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.320, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 47.8m (156.8ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 47.2m (154.9ft), Out-to-Out Width: 49.0m (160.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 54 0451, Location: 08-SBD-010-0.32-MCL (Lat: 34.081567, Lng: -117.704758), Route carried "on" structure: Interstate 10, Year Built: 1953, Year Reconstructed: 2000, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 278,000 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 285,000 (year 2039), Design Load: HS 20+Mod, Features Intersected: SAN ANTONIO WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.320, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 47.8m (156.8ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 47.2m (154.9ft), Out-to-Out Width: 49.0m (160.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 54 0453, Location: 08-SBD-010-0.01-MCL (Lat: 34.081672, Lng: -117.710319), Route carried "on" structure: Interstate 10, Year Built: 1953, Year Reconstructed: 2000, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 278,000 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 285,000 (year 2039), Design Load: HS 20+Mod, Features Intersected: MILLS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 47.8m (156.8ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 47.4m (155.5ft), Out-to-Out Width: 49.0m (160.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, 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
Structure Number: 54 0453, Location: 08-SBD-010-0.01-MCL (Lat: 34.081672, Lng: -117.710319), Route carried "on" structure: Interstate 10, Year Built: 1953, Year Reconstructed: 2000, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 278,000 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 285,000 (year 2039), Design Load: HS 20+Mod, Features Intersected: MILLS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 47.8m (156.8ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 47.4m (155.5ft), Out-to-Out Width: 49.0m (160.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, 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
Find on map >> Show street view
Structure Number: 54C0057, Location: 0.8 MI W VINEYARD AVE (Lat: 34.063292, Lng: -117.624742), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 26,646 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 41,644 (year 2036), Features Intersected: W CUCAMONGA CREEK, Facility Carried by Structure: HOLT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 31.1m (102.0ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54C0057, Location: 0.8 MI W VINEYARD AVE (Lat: 34.063292, Lng: -117.624742), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 26,646 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 41,644 (year 2036), Features Intersected: W CUCAMONGA CREEK, Facility Carried by Structure: HOLT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 31.1m (102.0ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 54C0058, Location: 0.2 MI E INDIAN HILL AVE (Lat: 34.063097, Lng: -117.715681), Route carried "on" structure: City street , Year Built: 1939, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 24,700 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 30,000 (year 2040), Design Load: H 15, Features Intersected: SAN ANTONIO CREEK CHAN, Facility Carried by Structure: HOLT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 24.9m (81.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54C0058, Location: 0.2 MI E INDIAN HILL AVE (Lat: 34.063097, Lng: -117.715681), Route carried "on" structure: City street , Year Built: 1939, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 24,700 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 30,000 (year 2040), Design Load: H 15, Features Intersected: SAN ANTONIO CREEK CHAN, Facility Carried by Structure: HOLT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 24.9m (81.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 54C0112, Location: 0.2 MI S HOLT AVENUE (Lat: 34.059733, Lng: -117.689667), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 13.75m (45.11ft), Average Daily Traffic: 39,900 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 46,990 (year 2040), Design Load: HS 20, Features Intersected: UP RR, AMTRAK, METROLINK, Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 32.1 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: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 13.75m (45.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $6,619,000, Roadway Improvement Cost: $1,323,000, Total Project Cost: $11,120,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 54C0112, Location: 0.2 MI S HOLT AVENUE (Lat: 34.059733, Lng: -117.689667), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 13.75m (45.11ft), Average Daily Traffic: 39,900 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 46,990 (year 2040), Design Load: HS 20, Features Intersected: UP RR, AMTRAK, METROLINK, Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 32.1 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: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 13.75m (45.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $6,619,000, Roadway Improvement Cost: $1,323,000, Total Project Cost: $11,120,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 54C0223, Location: 0.3 MI E LA CO LINE (Lat: 34.070425, Lng: -117.710292), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,500 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 3,041 (year 2038), Design Load: HS 20, Features Intersected: SAN ANTONIO CREEK CHAN, Facility Carried by Structure: ORCHARD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.1m (75.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 54C0223, Location: 0.3 MI E LA CO LINE (Lat: 34.070425, Lng: -117.710292), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,500 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 3,041 (year 2038), Design Load: HS 20, Features Intersected: SAN ANTONIO CREEK CHAN, Facility Carried by Structure: ORCHARD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.1m (75.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 54C0465, Location: 0.2 MI N MISSION BLVD (Lat: 34.058964, Lng: -117.717700), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,000 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 1,000 (year 2037), Design Load: H 20, Features Intersected: SAN ANTONIO CREEK CHAN, Facility Carried by Structure: KADOTA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 63.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54C0465, Location: 0.2 MI N MISSION BLVD (Lat: 34.058964, Lng: -117.717700), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,000 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 1,000 (year 2037), Design Load: H 20, Features Intersected: SAN ANTONIO CREEK CHAN, Facility Carried by Structure: KADOTA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 63.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 54C047, Location: 0.2 MI W EAST END ST (Lat: 34.026044, Lng: -117.727886), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 4,140 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 8,042 (year 2037), Design Load: HS 20, Features Intersected: SAN ANTONIO CHANNEL, Facility Carried by Structure: COUNTY RD
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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54C047, Location: 0.2 MI W EAST END ST (Lat: 34.026044, Lng: -117.727886), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 4,140 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 8,042 (year 2037), Design Load: HS 20, Features Intersected: SAN ANTONIO CHANNEL, Facility Carried by Structure: COUNTY RD
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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 54C0479, Location: 0.3 MI E OF LA CO LINE (Lat: 34.074133, Lng: -117.709025), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,300 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 2,500 (year 2037), Design Load: H 20, Features Intersected: SAN ANTONIO CREEK CHAN, Facility Carried by Structure: BENITO STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54C0479, Location: 0.3 MI E OF LA CO LINE (Lat: 34.074133, Lng: -117.709025), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,300 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 2,500 (year 2037), Design Load: H 20, Features Intersected: SAN ANTONIO CREEK CHAN, Facility Carried by Structure: BENITO STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 54C048, Location: 0.25 MI E LA CO LINE (Lat: 34.066803, Lng: -117.712736), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 6,700 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 7,000 (year 2037), Design Load: H 20, Features Intersected: SAN ANTONIO CREEK CHAN, Facility Carried by Structure: KINGSLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54C048, Location: 0.25 MI E LA CO LINE (Lat: 34.066803, Lng: -117.712736), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 6,700 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 7,000 (year 2037), Design Load: H 20, Features Intersected: SAN ANTONIO CREEK CHAN, Facility Carried by Structure: KINGSLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 54C0481, Location: 0.25 MI E L A CO LINE (Lat: 34.088747, Lng: -117.702578), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,300 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 5,000 (year 2037), Design Load: H 20, Features Intersected: SAN ANTONIO CREEK CHAN, Facility Carried by Structure: MORENO STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 74.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54C0481, Location: 0.25 MI E L A CO LINE (Lat: 34.088747, Lng: -117.702578), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,300 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 5,000 (year 2037), Design Load: H 20, Features Intersected: SAN ANTONIO CREEK CHAN, Facility Carried by Structure: MORENO STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 74.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 54C0482, Location: 0.3 MI E LA CO LINE (Lat: 34.085086, Lng: -117.703567), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,000 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 6,080 (year 2037), Design Load: H 20, Features Intersected: SAN ANTONIO CREEK CHAN, Facility Carried by Structure: SAN JOSE STREET
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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54C0482, Location: 0.3 MI E LA CO LINE (Lat: 34.085086, Lng: -117.703567), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,000 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 6,080 (year 2037), Design Load: H 20, Features Intersected: SAN ANTONIO CREEK CHAN, Facility Carried by Structure: SAN JOSE STREET
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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 54C0553, Location: 0.3 MI E LA-SBD CO LINE (Lat: 34.081425, Lng: -117.704778), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,100 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 1,520 (year 2039), Design Load: HS 20, Features Intersected: SAN ANTONIO CREEK CHAN, Facility Carried by Structure: PALOVERDE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54C0553, Location: 0.3 MI E LA-SBD CO LINE (Lat: 34.081425, Lng: -117.704778), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,100 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 1,520 (year 2039), Design Load: HS 20, Features Intersected: SAN ANTONIO CREEK CHAN, Facility Carried by Structure: PALOVERDE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 54C0554, Location: 1.0 MI W OF CENTRAL (Lat: 34.077736, Lng: -117.706114), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 7,800 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 8,107 (year 2037), Design Load: HS 20, Features Intersected: SAN ANTONIO CREEK CHAN, Facility Carried by Structure: SAN BERNARDINO ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54C0554, Location: 1.0 MI W OF CENTRAL (Lat: 34.077736, Lng: -117.706114), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 7,800 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 8,107 (year 2037), Design Load: HS 20, Features Intersected: SAN ANTONIO CREEK CHAN, Facility Carried by Structure: SAN BERNARDINO ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 54C0555, Location: 0.1 MI S SAN BERNARDNO ST (Lat: 34.076508, Lng: -117.706950), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 2,900 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 3,071 (year 2040), Design Load: HS 20, Features Intersected: SAN ANTONIO CREEK CHAN, Facility Carried by Structure: RAMONA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Excellent, Operating Rating: 50.9 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: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54C0555, Location: 0.1 MI S SAN BERNARDNO ST (Lat: 34.076508, Lng: -117.706950), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 2,900 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 3,071 (year 2040), Design Load: HS 20, Features Intersected: SAN ANTONIO CREEK CHAN, Facility Carried by Structure: RAMONA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Excellent, Operating Rating: 50.9 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: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 54C0729, Location: 0.2 MI S/O HOLT BLVD (Lat: 34.059411, Lng: -117.706742), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 8.13m (26.67ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 25,890 (year 2039), Design Load: HS 20+Mod, Features Intersected: UP RR, Facility Carried by Structure: RAMONA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.5m (93.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 54C0729, Location: 0.2 MI S/O HOLT BLVD (Lat: 34.059411, Lng: -117.706742), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 8.13m (26.67ft), Average Daily Traffic: 19,100 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 25,890 (year 2039), Design Load: HS 20+Mod, Features Intersected: UP RR, Facility Carried by Structure: RAMONA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.5m (93.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 54C0794, Location: 0.2 MI S HOLT AVENUE (Lat: 34.059639, Lng: -117.698167), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 9.34m (30.64ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: HL 93, Features Intersected: UP RR, AMTRAK, METROLINK, Facility Carried by Structure: MONTE VISTA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 54C0794, Location: 0.2 MI S HOLT AVENUE (Lat: 34.059639, Lng: -117.698167), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 9.34m (30.64ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: HL 93, Features Intersected: UP RR, AMTRAK, METROLINK, Facility Carried by Structure: MONTE VISTA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 54 0448, Location: 08-SBD-010-1.75-MCL (Lat: 34.087006, Lng: -117.681025), Route carried "under" structure: City street R082, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2019), Truck Traffic: 2%, Features Intersected: BENSON AVENUE, Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 11, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 54 0448, Location: 08-SBD-010-1.75-MCL (Lat: 34.087006, Lng: -117.681025), Route carried "under" structure: City street R082, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2019), Truck Traffic: 2%, Features Intersected: BENSON AVENUE, Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 11, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.7m (67.9ft)
Find on map >> Show street view
Structure Number: 54 045, Location: 08-SBD-010-0.68-MCL (Lat: 34.081886, Lng: -117.698383), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2019), Truck Traffic: 5%, Features Intersected: MONTE VISTA AVENUE, Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 5, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 54 045, Location: 08-SBD-010-0.68-MCL (Lat: 34.081886, Lng: -117.698383), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2019), Truck Traffic: 5%, Features Intersected: MONTE VISTA AVENUE, Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 5, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.5m (64.0ft)
Find on map >> Show street view
Structure Number: 54 0453, Location: 08-SBD-010-0.01-MCL (Lat: 34.081672, Lng: -117.710319), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2019), Truck Traffic: 2%, Features Intersected: MILLS AVENUE, Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 54 0453, Location: 08-SBD-010-0.01-MCL (Lat: 34.081672, Lng: -117.710319), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2019), Truck Traffic: 2%, Features Intersected: MILLS AVENUE, Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.2m (76.1ft)
Find on map >> Show street view
Structure Number: 54 1186, Location: 08-SBD-010-1.23-MCL (Lat: 34.085136, Lng: -117.689872), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2019), Truck Traffic: 4%, Features Intersected: CENTRAL AVENUE, Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.8m (94.5ft)
Structure Number: 54 1186, Location: 08-SBD-010-1.23-MCL (Lat: 34.085136, Lng: -117.689872), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2019), Truck Traffic: 4%, Features Intersected: CENTRAL AVENUE, Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.8m (94.5ft)
Find on map >> Show street view
Structure Number: 54C0112, Location: 0.2 MI S HOLT AVENUE (Lat: 34.059733, Lng: -117.689667), Route carried "under" structure: City street , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 5,020 (year 2010), Truck Traffic: 4%, Features Intersected: UP RR, AMTRAK, METROLINK, Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 7.35m (24.11ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 54C0112, Location: 0.2 MI S HOLT AVENUE (Lat: 34.059733, Lng: -117.689667), Route carried "under" structure: City street , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 5,020 (year 2010), Truck Traffic: 4%, Features Intersected: UP RR, AMTRAK, METROLINK, Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 7.35m (24.11ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Find on map >> Show street view
Structure Number: 54C0794, Location: 0.2 MI S HOLT AVENUE (Lat: 34.059639, Lng: -117.698167), Route carried "under" structure: City street , Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 5,020 (year 2012), Truck Traffic: 4%, Features Intersected: UP RR, AMTRAK, METROLINK, Facility Carried by Structure: MONTE VISTA BLVD
Minimum Vertical Clearance: 8.00m (26.25ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 51.8m (169.9ft)
Structure Number: 54C0794, Location: 0.2 MI S HOLT AVENUE (Lat: 34.059639, Lng: -117.698167), Route carried "under" structure: City street , Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 5,020 (year 2012), Truck Traffic: 4%, Features Intersected: UP RR, AMTRAK, METROLINK, Facility Carried by Structure: MONTE VISTA BLVD
Minimum Vertical Clearance: 8.00m (26.25ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 51.8m (169.9ft)