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


  • National Bridge Inventory (NBI) Statistics
  • 15Number of bridges
  • 99m325ftTotal length
  • $1,120,000Total costs
  • 412,982Total average daily traffic
  • 91,742Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Delano
  • No street view available for this location

New bridges - Historical Statistics

  • 11930-1939
  • 121950-1959
  • 21960-1969

Reconstructed bridges - Historical Statistics

  • 11960-1969
  • 01970-1979
  • 01980-1989
  • 21990-1999
  • 12000-2009

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

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Structure Number: 50 021,  Location: 06-KER-099-54.48-DLN (Lat: 35.746856,  Lng: -119.244097),  Route carried "on" structure: City street ,  Year Built: 1955,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 1,900 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,300 (year 2034),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: WOOLLOMES AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 50 0211,  Location: 06-KER-099-56.10-DLN (Lat: 35.769472,  Lng: -119.251264),  Route carried "on" structure: City street Z222,  Year Built: 1955,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 10,796 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,000 (year 2036),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: ELEVENTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 50 0212,  Location: 06-KER-155-0.41-DLN (Lat: 35.761364,  Lng: -119.249372),  Route carried "on" structure: State highway 155,  Year Built: 1955,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 10,300 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,000 (year 2034),  Design Load: HS 20,  Features Intersected: SR 99
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.410,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 91.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.88m (19.29ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 12,  Bridge Improvement Cost: $667,000,  Roadway Improvement Cost: $133,000,  Total Project Cost: $1,120,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 50 0213,  Location: 06-KER-099-56.54-DLN (Lat: 35.775842,  Lng: -119.252739),  Route carried "on" structure: City street Z221,  Year Built: 1955,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 6,796 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,000 (year 2036),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: CECIL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 50 0214,  Location: 06-KER-099-57.10-DLN (Lat: 35.783586,  Lng: -119.251975),  Route carried "on" structure: State highway 99,  Year Built: 1955,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 20.30m (66.60ft),  Average Daily Traffic: 53,000 (year 2009),  Truck Traffic: 28%,  Average Future Daily Traffic: 103,722 (year 2036),  Design Load: HS 20,  Features Intersected: HIGH ST & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.100,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 34.0m (111.5ft),  Out-to-Out Width: 35.8m (117.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 50 0215,  Location: 06-KER-099-57.58-DLN (Lat: 35.790392,  Lng: -119.251133),  Route carried "on" structure: City street Z219,  Year Built: 1955,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 1,700 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,100 (year 2034),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 50 0234,  Location: 06-KER-099-52.45 (Lat: 35.718017,  Lng: -119.237517),  Route carried "on" structure: County highway W259,  Year Built: 1960,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 660 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,066 (year 2034),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 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 desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 50C0033,  Location: WEST SHAFTER AVE (Lat: 35.558164,  Lng: -119.278483),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Open,  Structure Length: 3.07m (10.07ft),  Average Daily Traffic: 2,970 (year 2002),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,239 (year 2034),  Design Load: HS 20,  Features Intersected: CALLOWAY CANAL,  Facility Carried by Structure: KIMBERLINA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 50 021,  Location: 06-KER-099-54.48-DLN (Lat: 35.746856,  Lng: -119.244097),  Route carried "under" structure: State highway 99,  Year Built: 1955,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 53,000 (year 2009),  Truck Traffic: 28%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: WOOLLOMES AVE
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 5.448,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 50 0211,  Location: 06-KER-099-56.10-DLN (Lat: 35.769472,  Lng: -119.251264),  Route carried "under" structure: State highway 99,  Year Built: 1955,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 53,000 (year 2009),  Truck Traffic: 28%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: ELEVENTH AVE
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 5.610,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 50 0212,  Location: 06-KER-155-0.41-DLN (Lat: 35.761364,  Lng: -119.249372),  Route carried "under" structure: State highway 99,  Year Built: 1955,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 53,000 (year 2009),  Truck Traffic: 28%,  Features Intersected: SR 99,  Facility Carried by Structure: SR 155 (GARCES HWY
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 5.552,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 50 0213,  Location: 06-KER-099-56.54-DLN (Lat: 35.775842,  Lng: -119.252739),  Route carried "under" structure: State highway 99,  Year Built: 1955,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 53,000 (year 2009),  Truck Traffic: 28%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: CECIL AVE
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 5.654,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 50 0215,  Location: 06-KER-099-57.58-DLN (Lat: 35.790392,  Lng: -119.251133),  Route carried "under" structure: State highway 99,  Year Built: 1955,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 53,000 (year 2009),  Truck Traffic: 28%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 5.758,  Lanes on structure: 2,  Lanes under structure: 4,  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: 50 0234,  Location: 06-KER-099-52.45 (Lat: 35.718017,  Lng: -119.237517),  Route carried "under" structure: State highway 99,  Year Built: 1960,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 53,000 (year 2009),  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: POND ROAD
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 5.245,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 50C0032,  Location: 0.3 MI SOUTH OF MAIN ST. (Lat: 35.753703,  Lng: -119.244308),  Route carried "under" structure: City street ,  Year Built: 1935,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 6,860 (year 2002),  Truck Traffic: 5%,  Features Intersected: HIGH STREET,  Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 4.76m (15.62ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 2.8m (9.2ft)

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