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Bridge Statistics for Bellflower, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Bellflower, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 23 Total length: 125 meters (410ft) Total costs: $2,939,000 Total average daily traffic: 2,421,440 Total average daily truck traffic: 180,407 National Bridge Inventory (NBI) Registered Bridges for Bellflower
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Channel Find on map >>
Structure Number: 53 1257, Location: 07-LA-091-R16.54-BFL (Lat: 33.875000, Lng: -118.108333), Route carried "on" structure: State highway 91, Year Built: 1968, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 214,500 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 249,769 (year 2029), Design Load: HS 20, Features Intersected: UP RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.540, Lanes on structure: 13, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.4m (171.9ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 55.2m (181.1ft), Out-to-Out Width: 56.7m (186.0ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1698, Location: 07-LA-091-R16.62-BFL (Lat: 33.875000, Lng: -118.106667), Route carried "on" structure: State highway 91, Year Built: 1968, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 214,500 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 249,769 (year 2029), Design Load: HS 20, Features Intersected: SAN GABRIEL RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.620, Lanes on structure: 13, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 53.0m (173.9ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 53.1m (174.2ft), Out-to-Out Width: 54.3m (178.1ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 93.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1718, Location: 07-LA-091-R15.61-BFL (Lat: 33.876667, Lng: -118.125000), Route carried "on" structure: State highway 91, Year Built: 1968, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 214,500 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 249,769 (year 2029), Design Load: HS 20, Features Intersected: BELLFLOWER BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.610, Lanes on structure: 9, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 45.1m (148.0ft) Condition: Deck: Serious, Superstructure: Very good, Substructure: Good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1719, Location: 07-LA-091-R15.87-BFL (Lat: 33.875000, Lng: -118.120000), Route carried "on" structure: State highway 91, Year Built: 1968, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 214,500 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 249,769 (year 2029), Design Load: HS 20, Features Intersected: BIXBY AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.870, Lanes on structure: 12, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 51.2m (168.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 51.2m (168.0ft), Out-to-Out Width: 52.4m (171.9ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 172, Location: 07-LA-091-R16.07-BFL (Lat: 33.875000, Lng: -118.116667), Route carried "on" structure: State highway 91, Year Built: 1968, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 214,500 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 249,769 (year 2029), Design Load: HS 20, Features Intersected: WOODRUFF AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.070, Lanes on structure: 12, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 50.9m (167.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 51.2m (168.0ft), Out-to-Out Width: 52.4m (171.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up Find on map >>
Structure Number: 53 1757, Location: 07-LA-091-R15.39-BFL (Lat: 33.876667, Lng: -118.128333), Route carried "on" structure: State highway 91, Year Built: 1968, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 214,500 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 249,769 (year 2029), Design Load: HS 20, Features Intersected: ARDMORE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.390, Lanes on structure: 12, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 50.0m (164.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 50.0m (164.0ft), Out-to-Out Width: 51.2m (168.0ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1759, Location: 07-LA-091-R15.1-BFL (Lat: 33.876667, Lng: -118.133333), Route carried "on" structure: State highway 91, Year Built: 1968, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 214,500 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 238,538 (year 2029), Design Load: HS 20, Features Intersected: CLARK AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.100, Lanes on structure: 11, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 45.1m (148.0ft) Condition: Deck: Poor, Superstructure: Very good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 176, Location: 07-LA-091-R14.6-BFL (Lat: 33.876667, Lng: -118.141667), Route carried "on" structure: State highway 91, Year Built: 1968, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 214,500 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 238,538 (year 2029), Design Load: HS 20, Features Intersected: SR 19 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.600, Lanes on structure: 9, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 45.1m (148.0ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 5.43m (17.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,959,000, Roadway Improvement Cost: $196,000, Total Project Cost: $2,939,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1760F, Location: 07-LA-019-6.03-BFL (Lat: 33.876667, Lng: -118.141667), Route carried "on" structure: Ramp State highway 19, Year Built: 1968, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 7,000 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 10,304 (year 2029), Design Load: HS 20, Features Intersected: RTE 19 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.030, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1760G, Location: 07-LA-019-6.07-BFL (Lat: 33.876667, Lng: -118.141667), Route carried "on" structure: Ramp State highway 19, Year Built: 1968, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 7,000 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 10,304 (year 2029), Design Load: HS 20, Features Intersected: RTE 19 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.070, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 237, Location: 07-LA-091-R14.27-BFL (Lat: 33.876667, Lng: -118.148333), Route carried "on" structure: State highway 91, Year Built: 1970, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 214,500 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 238,538 (year 2029), Design Load: HS 20, Features Intersected: PASSAGE AVE STORM DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.270, Lanes on structure: 11, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 61.0m (200.1ft) Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2566, Location: 07-LA-019-8.57-BFL (Lat: 33.913333, Lng: -118.141667), Route carried "on" structure: State highway 19, Year Built: 1989, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 36,500 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 48,326 (year 2029), Design Load: HS 20+Mod, Features Intersected: I 105 & LRT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.570, Lanes on structure: 4, Lanes under structure: 9, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 52.4m (171.9ft), Curb or Sidewalk Widths: Left: 8.8m (28.9ft), Right: 8.8m (28.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 40.8m (133.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0079, Location: 1/4 MI W SN GAB RV FWY (Lat: 33.901667, Lng: -118.106667), Route carried "on" structure: City street L079, Year Built: 1951, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 30,500 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 37,090 (year 2028), Design Load: HS 20, Features Intersected: SAN GABRIEL RIVER, Facility Carried by Structure: ROSECRANS AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0083, Location: 1/4 MI W SAN GAB RIV FWY (Lat: 33.888333, Lng: -118.106667), Route carried "on" structure: City street L086, Year Built: 1952, Year Reconstructed: 1972, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 31,300 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 38,063 (year 2028), Design Load: HS 20, Features Intersected: SAN GABRIEL RIVER, Facility Carried by Structure: ALONDRA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 26.4m (86.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1718, Location: 07-LA-091-R15.61-BFL (Lat: 33.876667, Lng: -118.125000), Route carried "under" structure: City street L067, Year Built: 1968, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 32,200 (year 2005), Truck Traffic: 2%, Features Intersected: BELLFLOWER BLVD, Facility Carried by Structure: SR 91 Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft) Find on map >>
Structure Number: 53 1719, Location: 07-LA-091-R15.87-BFL (Lat: 33.875000, Lng: -118.120000), Route carried "under" structure: City street , Year Built: 1968, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 1,580 (year 2005), Truck Traffic: 5%, Features Intersected: BIXBY AVE, Facility Carried by Structure: STATE ROUTE 91 Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 0.000, Lanes on structure: 12, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft) Find on map >>
Structure Number: 53 172, Location: 07-LA-091-R16.07-BFL (Lat: 33.875000, Lng: -118.116667), Route carried "under" structure: City street L068, Year Built: 1968, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 24,400 (year 2005), Truck Traffic: 2%, Features Intersected: WOODRUFF AVE, Facility Carried by Structure: SR 91 Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 12, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 53 1757, Location: 07-LA-091-R15.39-BFL (Lat: 33.876667, Lng: -118.128333), Route carried "under" structure: City street , Year Built: 1968, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 2,660 (year 2005), Truck Traffic: 5%, Features Intersected: ARDMORE AVE, Facility Carried by Structure: STATE ROUTE 91 Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 12, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft) Find on map >>
Structure Number: 53 1759, Location: 07-LA-091-R15.1-BFL (Lat: 33.876667, Lng: -118.133333), Route carried "under" structure: City street L066, Year Built: 1968, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 2,500 (year 2005), Truck Traffic: 1%, Features Intersected: CLARK AVE, Facility Carried by Structure: STATE ROUTE 91 Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.000, Lanes on structure: 11, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft) Find on map >>
Structure Number: 53 176, Location: 07-LA-091-R14.6-BFL (Lat: 33.876667, Lng: -118.141667), Route carried "under" structure: State highway 19, Year Built: 1968, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 42,800 (year 2005), Truck Traffic: 4%, Features Intersected: SR 19, Facility Carried by Structure: SR 91 Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.605, Lanes on structure: 9, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 53 1760F, Location: 07-LA-019-6.03-BFL (Lat: 33.876667, Lng: -118.141667), Route carried "under" structure: State highway 19, Year Built: 1968, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 39,750 (year 2001), Truck Traffic: 4%, Features Intersected: RTE 19 Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.603, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 53 1760G, Location: 07-LA-019-6.07-BFL (Lat: 33.876667, Lng: -118.141667), Route carried "under" structure: State highway 19, Year Built: 1968, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 39,750 (year 2001), Truck Traffic: 4%, Features Intersected: RTE 19 Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.607, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 53 2566, Location: 07-LA-019-8.57-BFL (Lat: 33.913333, Lng: -118.141667), Route carried "under" structure: Interstate 105, Year Built: 1989, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 193,000 (year 2001), Truck Traffic: 5%, Features Intersected: I 105 & LRT, Facility Carried by Structure: SR 19 LAKEWOOD BL Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 1.576, Lanes on structure: 4, Lanes under structure: 9, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 52.4m (171.9ft) Discuss this city on our hugely popular California forum Back to: Bellflower, CA, California, All US cities.
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