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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 in South Whittier, CA - historical statistics
  • New bridges - historical statistics
  • 91960-1969
  • 31970-1979
Average Bridge Daily Traffic in South Whittier, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 66.7%Good
  • 33.3%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 66.7%Good
  • 33.3%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 55.6%Good
  • 44.4%Satisfactory
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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