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

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Structure Number: 53 0833,  Location: 07-LA-710-19.4-BELL (Lat: 33.963333,  Lng: -118.168333),  Route carried "on" structure: City street L677,  Year Built: 1957,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 10,157 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,324 (year 2028),  Design Load: HS 20,  Features Intersected: ROUTE 710,  Facility Carried by Structure: CLARA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 48 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0834,  Location: 07-LA-710-19.73-BELL (Lat: 33.968333,  Lng: -118.168333),  Route carried "on" structure: City street L120,  Year Built: 1957,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 33,200 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 50,088 (year 2028),  Design Load: HS 20,  Features Intersected: ROUTE 710,  Facility Carried by Structure: FLORENCE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0835,  Location: 07-LA-710-20.27-BELL (Lat: 33.976667,  Lng: -118.166667),  Route carried "on" structure: City street L123,  Year Built: 1957,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 17,700 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,704 (year 2028),  Design Load: HS 20,  Features Intersected: ROUTE 710,  Facility Carried by Structure: GAGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $837,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $1,256,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0837,  Location: 07-LA-710-21.03-BELL (Lat: 33.986667,  Lng: -118.168333),  Route carried "on" structure: City street L125,  Year Built: 1957,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 30,344 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 45,779 (year 2028),  Design Load: HS 20,  Features Intersected: ROUTE 710,  Facility Carried by Structure: SLAUSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0839,  Location: 07-LA-710-21.80-BELL (Lat: 33.996667,  Lng: -118.175000),  Route carried "on" structure: Interstate 710,  Year Built: 1957,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 44,100 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 155,170 (year 2028),  Design Load: HS 20,  Features Intersected: LA JUNCTION RY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.800,  Lanes on structure: 9,  Base Highway Network: Yes (Inventory Route: 7,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 57.0m (187.0ft),  Out-to-Out Width: 58.2m (190.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 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: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006

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Structure Number: 53 0839K,  Location: 07-LA-710-21.79-BELL (Lat: 33.996667,  Lng: -118.175000),  Route carried "on" structure: Ramp Interstate 710,  Year Built: 1957,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 7,600 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,713 (year 2028),  Design Load: HS 20,  Features Intersected: LA JUNCTION RY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.790,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1008K,  Location: 07-LA-710-21.91-BELL (Lat: 33.998333,  Lng: -118.176667),  Route carried "on" structure: Bypass Interstate 710,  Year Built: 1957,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 8,000 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,372 (year 2028),  Design Load: HS 20,  Features Intersected: ATLANTIC BLVD,  Facility Carried by Structure: ATLANTIC BL S/B RP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.910,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 7,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1009,  Location: 07-LA-710-21.92-BELL (Lat: 33.998333,  Lng: -118.176667),  Route carried "on" structure: Interstate 710,  Year Built: 1957,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 216,000 (year 1997),  Truck Traffic: 14%,  Average Future Daily Traffic: 311,997 (year 2028),  Design Load: HS 20,  Features Intersected: ATLANTIC BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.920,  Lanes on structure: 9,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 7,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 39.3m (128.9ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 34.9m (114.5ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0071,  Location: 1/4 MI W WESTERN AVE (Lat: 33.968333,  Lng: -118.170000),  Route carried "on" structure: City street L120,  Year Built: 1948,  Status: Open,  Structure Length: 14.05m (46.10ft),  Average Daily Traffic: 40,500 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 49,745 (year 2029),  Design Load: H 20,  Features Intersected: LOS ANGELES RIVER,  Facility Carried by Structure: FLORENCE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0159,  Location: 500' W/O LONG BEACH FWY (Lat: 33.976667,  Lng: -118.168333),  Route carried "on" structure: City street L123,  Year Built: 1940,  Status: Open,  Structure Length: 14.51m (47.60ft),  Average Daily Traffic: 25,900 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,833 (year 2029),  Features Intersected: LOS ANGELES RIVER,  Facility Carried by Structure: GAGE AVE
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0445,  Location: 3/4 MI E ATLANTIC BLVD (Lat: 33.986667,  Lng: -118.170000),  Route carried "on" structure: City street ,  Year Built: 1942,  Status: Open,  Structure Length: 15.51m (50.89ft),  Average Daily Traffic: 33,400 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 40,100 (year 2025),  Design Load: H 20,  Features Intersected: LOS ANGELES RIVER,  Facility Carried by Structure: SLAUSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 0833,  Location: 07-LA-710-19.4-BELL (Lat: 33.963333,  Lng: -118.168333),  Route carried "under" structure: Interstate 710,  Year Built: 1957,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 216,000 (year 2004),  Truck Traffic: 14%,  Features Intersected: ROUTE 710,  Facility Carried by Structure: CLARA STREET
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.194,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 53 0834,  Location: 07-LA-710-19.73-BELL (Lat: 33.968333,  Lng: -118.168333),  Route carried "under" structure: Interstate 710,  Year Built: 1957,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 216,000 (year 2004),  Truck Traffic: 7%,  Features Intersected: ROUTE 710,  Facility Carried by Structure: FLORENCE AVE
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 1.973,  Lanes on structure: 4,  Lanes under structure: 12,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 53 0834,  Location: 07-LA-710-19.73-BELL (Lat: 33.968333,  Lng: -118.168333),  Route carried "under" structure: Ramp State highway 710,  Year Built: 1957,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 20,000 (year 2004),  Truck Traffic: 10%,  Features Intersected: ROUTE 710,  Facility Carried by Structure: FLORENCE AVE
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 1.973,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 53 0834,  Location: 07-LA-710-19.73-BELL (Lat: 33.968333,  Lng: -118.168333),  Route carried "under" structure: Ramp State highway 710,  Year Built: 1957,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 20,000 (year 2004),  Truck Traffic: 10%,  Features Intersected: ROUTE 710,  Facility Carried by Structure: FLORENCE AVE
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.973,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 53 0835,  Location: 07-LA-710-20.27-BELL (Lat: 33.976667,  Lng: -118.166667),  Route carried "under" structure: Interstate 710,  Year Built: 1957,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 216,000 (year 2004),  Truck Traffic: 14%,  Features Intersected: ROUTE 710,  Facility Carried by Structure: GAGE AVENUE
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 2.027,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 53 0836,  Location: 07-LA-710-20.51-BELL (Lat: 33.980000,  Lng: -118.166667),  Route carried "under" structure: Interstate 710,  Year Built: 1957,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 216,000 (year 2004),  Truck Traffic: 14%,  Features Intersected: RAILROAD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 2.051,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 53 0837,  Location: 07-LA-710-21.03-BELL (Lat: 33.986667,  Lng: -118.168333),  Route carried "under" structure: Interstate 710,  Year Built: 1957,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 216,000 (year 2004),  Truck Traffic: 14%,  Features Intersected: ROUTE 710,  Facility Carried by Structure: SLAUSON AVE
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 2.103,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 53 0838,  Location: 07-LA-710-21.28-BELL (Lat: 33.990000,  Lng: -118.171667),  Route carried "under" structure: Interstate 710,  Year Built: 1955,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 216,000 (year 2004),  Truck Traffic: 14%,  Features Intersected: RAILROAD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 2.128,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 53 1008K,  Location: 07-LA-710-21.91-BELL (Lat: 33.998333,  Lng: -118.176667),  Route carried "under" structure: City street L062,  Year Built: 1957,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 18,300 (year 1998),  Truck Traffic: 2%,  Features Intersected: ATLANTIC BLVD,  Facility Carried by Structure: ATLANTIC BL S/B RP
Minimum Vertical Clearance: 0.65m (2.13ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 53 1009,  Location: 07-LA-710-21.92-BELL (Lat: 33.998333,  Lng: -118.176667),  Route carried "under" structure: City street L062,  Year Built: 1957,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 18,300 (year 2004),  Truck Traffic: 2%,  Features Intersected: ATLANTIC BLVD,  Facility Carried by Structure: STATE ROUTE 710
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 53 117,  Location: 07-LA-710-20.51-BELL (Lat: 33.980000,  Lng: -118.166667),  Route carried "under" structure: Interstate 710,  Year Built: 1957,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 216,000 (year 2004),  Truck Traffic: 14%,  Features Intersected: OIL PIPELINE OC
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 2.051,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)