Bridge Statistics for South Whittier, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 85ft / 25.9mTotal length
- $1,844,000Total costs
- 180,162Total average daily traffic
- 5,519Total average daily truck traffic
- 214,120Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for South Whittier
- No street view available for this location
- New bridges - historical statistics
- 91960-1969
- 31970-1979
- Bridge Condition - Deck
- 66.7%Good
- 33.3%Poor
- Bridge Condition - Superstructure
- 66.7%Good
- 33.3%Fair
- Bridge Condition - Culverts
- 55.6%Good
- 44.4%Satisfactory
Find on map >> Show street view
Structure Number: 53C0451, Location: 0.3MI N/O IMPERIAL HWY (Lat: 33.920939, Lng: -118.036850), Route carried "on" structure: County highway M031, Year Built: 1961, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 19,740 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 23,688 (year 2042), Design Load: HS 20, Features Intersected: COYOTE CRK NF, Facility Carried by Structure: LEFFINGWELL RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53C0451, Location: 0.3MI N/O IMPERIAL HWY (Lat: 33.920939, Lng: -118.036850), Route carried "on" structure: County highway M031, Year Built: 1961, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 19,740 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 23,688 (year 2042), Design Load: HS 20, Features Intersected: COYOTE CRK NF, Facility Carried by Structure: LEFFINGWELL RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53C0462, Location: 0.5MI E/O CARMENITA AVE (Lat: 33.934231, Lng: -118.037542), Route carried "on" structure: County highway L165, Year Built: 1960, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 24,752 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 29,702 (year 2042), Features Intersected: SORENSON DRN, Facility Carried by Structure: TELEGRAPH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 27.9m (91.5ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2021
Structure Number: 53C0462, Location: 0.5MI E/O CARMENITA AVE (Lat: 33.934231, Lng: -118.037542), Route carried "on" structure: County highway L165, Year Built: 1960, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 24,752 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 29,702 (year 2042), Features Intersected: SORENSON DRN, Facility Carried by Structure: TELEGRAPH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 27.9m (91.5ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2021
Find on map >> Show street view
Structure Number: 53C0465, Location: 1.0MI S/O TELEGRAPH RD (Lat: 33.916925, Lng: -118.038508), Route carried "on" structure: County highway L100, Year Built: 1960, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 50,042 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 60,050 (year 2042), Design Load: HS 20, Features Intersected: NORTH FRK COYOTE CR, Facility Carried by Structure: IMPERIAL HWY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 20.5m (67.3ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 28.2m (92.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,098,000, Roadway Improvement Cost: $219,000, Total Project Cost: $1,844,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53C0465, Location: 1.0MI S/O TELEGRAPH RD (Lat: 33.916925, Lng: -118.038508), Route carried "on" structure: County highway L100, Year Built: 1960, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 50,042 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 60,050 (year 2042), Design Load: HS 20, Features Intersected: NORTH FRK COYOTE CR, Facility Carried by Structure: IMPERIAL HWY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 20.5m (67.3ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 28.2m (92.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,098,000, Roadway Improvement Cost: $219,000, Total Project Cost: $1,844,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53C0689, Location: 0.3MI N/O IMPERIAL HWY (Lat: 33.920092, Lng: -118.036736), Route carried "on" structure: County highway Q740, Year Built: 1961, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 7,140 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 8,211 (year 2042), Design Load: HS 20, Features Intersected: COYOTE CRK NF, Facility Carried by Structure: MEYER RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 27.9m (91.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53C0689, Location: 0.3MI N/O IMPERIAL HWY (Lat: 33.920092, Lng: -118.036736), Route carried "on" structure: County highway Q740, Year Built: 1961, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 7,140 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 8,211 (year 2042), Design Load: HS 20, Features Intersected: COYOTE CRK NF, Facility Carried by Structure: MEYER RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 27.9m (91.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53C0692, Location: 0.3MI E/O TELEGRAPH RD (Lat: 33.939042, Lng: -118.035886), Route carried "on" structure: County highway L120, Year Built: 1960, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 21,008 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 25,210 (year 2042), Features Intersected: SORENSON DRN, Facility Carried by Structure: MILLS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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: October 2021
Structure Number: 53C0692, Location: 0.3MI E/O TELEGRAPH RD (Lat: 33.939042, Lng: -118.035886), Route carried "on" structure: County highway L120, Year Built: 1960, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 21,008 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 25,210 (year 2042), Features Intersected: SORENSON DRN, Facility Carried by Structure: MILLS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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: October 2021
Find on map >> Show street view
Structure Number: 53C0837, Location: 0.2MI N/O MULBERRY DRIVE (Lat: 33.937461, Lng: -118.015019), Route carried "on" structure: County highway L160, Year Built: 1974, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 30,104 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 36,125 (year 2042), Features Intersected: LEFFINGWELL CRK, Facility Carried by Structure: COLIMA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: October 2021
Structure Number: 53C0837, Location: 0.2MI N/O MULBERRY DRIVE (Lat: 33.937461, Lng: -118.015019), Route carried "on" structure: County highway L160, Year Built: 1974, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 30,104 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 36,125 (year 2042), Features Intersected: LEFFINGWELL CRK, Facility Carried by Structure: COLIMA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: October 2021
Find on map >> Show street view
Structure Number: 53C1452, Location: 0.1MI W/O MILLS AVE (Lat: 33.940372, Lng: -118.035403), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,010 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,111 (year 2042), Features Intersected: SORENSEN DRN, Facility Carried by Structure: REIS ST, S XING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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: October 2021
Structure Number: 53C1452, Location: 0.1MI W/O MILLS AVE (Lat: 33.940372, Lng: -118.035403), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,010 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,111 (year 2042), Features Intersected: SORENSEN DRN, Facility Carried by Structure: REIS ST, S XING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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: October 2021
Find on map >> Show street view
Structure Number: 53C1453, Location: 0.1MI W/O PAINTER AVE (Lat: 33.949594, Lng: -118.048486), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 714 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 785 (year 2041), Features Intersected: SORENSEN DRN, Facility Carried by Structure: REIS ST, N XING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 5 degrees, 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: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021
Structure Number: 53C1453, Location: 0.1MI W/O PAINTER AVE (Lat: 33.949594, Lng: -118.048486), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 714 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 785 (year 2041), Features Intersected: SORENSEN DRN, Facility Carried by Structure: REIS ST, N XING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 5 degrees, 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: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021
Find on map >> Show street view
Structure Number: 53C1483, Location: 0.2MI E/O LA MIRADA BLVD (Lat: 33.935089, Lng: -118.007206), Route carried "on" structure: County highway L125, Year Built: 1963, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 14,178 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 16,305 (year 2042), Features Intersected: LEFFINGWELL CRK, Facility Carried by Structure: MULBERRY DR E/XING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.2m (56.4ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 24.9m (81.7ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: October 2021
Structure Number: 53C1483, Location: 0.2MI E/O LA MIRADA BLVD (Lat: 33.935089, Lng: -118.007206), Route carried "on" structure: County highway L125, Year Built: 1963, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 14,178 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 16,305 (year 2042), Features Intersected: LEFFINGWELL CRK, Facility Carried by Structure: MULBERRY DR E/XING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.2m (56.4ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 24.9m (81.7ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: October 2021
Find on map >> Show street view
Structure Number: 53C1542, Location: 0.3MI N/O TELEGRAPH RD (Lat: 33.936736, Lng: -118.032167), Route carried "on" structure: County highway MR43, Year Built: 1969, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,636 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: HS 20, Features Intersected: LEFFINGWELL CRK, Facility Carried by Structure: VICTORIA AVE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: October 2019
Structure Number: 53C1542, Location: 0.3MI N/O TELEGRAPH RD (Lat: 33.936736, Lng: -118.032167), Route carried "on" structure: County highway MR43, Year Built: 1969, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,636 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: HS 20, Features Intersected: LEFFINGWELL CRK, Facility Carried by Structure: VICTORIA AVE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: October 2019
Find on map >> Show street view
Structure Number: 53C1543, Location: 0.3MI E/O MILLS AVE (Lat: 33.938817, Lng: -118.025728), Route carried "on" structure: County highway WR98, Year Built: 1971, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 6,222 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 7,155 (year 2042), Features Intersected: LEFFINGWELL CRK, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: October 2021
Structure Number: 53C1543, Location: 0.3MI E/O MILLS AVE (Lat: 33.938817, Lng: -118.025728), Route carried "on" structure: County highway WR98, Year Built: 1971, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 6,222 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 7,155 (year 2042), Features Intersected: LEFFINGWELL CRK, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: October 2021
Find on map >> Show street view
Structure Number: 53C1549, Location: 0.1MI W/O COLIMA RD (Lat: 33.937744, Lng: -118.017064), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,616 (year 2012), Average Future Daily Traffic: 1,778 (year 2042), Design Load: HS 20, Features Intersected: LEFFINGWELL CRK, Facility Carried by Structure: HAWES ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 36.8m (120.7ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021
Structure Number: 53C1549, Location: 0.1MI W/O COLIMA RD (Lat: 33.937744, Lng: -118.017064), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,616 (year 2012), Average Future Daily Traffic: 1,778 (year 2042), Design Load: HS 20, Features Intersected: LEFFINGWELL CRK, Facility Carried by Structure: HAWES ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 36.8m (120.7ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021