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

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Structure Number: 50 021,  Location: 06-KER-099-54.48-DLN (Lat: 35.746667,  Lng: -119.243333),  Route carried "on" structure: City street ,  Year Built: 1955,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 800 (year 1998),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,253 (year 2028),  Design Load: HS 20,  Features Intersected: 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: 11.7m (38.4ft),  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: 11.7m (38.4ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 50 0211,  Location: 06-KER-099-56.1-DLN (Lat: 35.770000,  Lng: -119.250000),  Route carried "on" structure: City street Z222,  Year Built: 1955,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 550 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,088 (year 2028),  Design Load: HS 20,  Features Intersected: SR 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: Good,  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 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 50 0212,  Location: 06-KER-155-.41-DLN (Lat: 35.761667,  Lng: -119.248333),  Route carried "on" structure: State highway 155,  Year Built: 1955,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 9,220 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,981 (year 2026),  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: 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: 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 2004,  Bridge Improvement Cost: $797,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $1,196,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 50 0213,  Location: 06-KER-099-56.54-DLN (Lat: 35.776667,  Lng: -119.251667),  Route carried "on" structure: City street Z221,  Year Built: 1955,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 2,200 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,099 (year 2028),  Design Load: HS 20,  Features Intersected: SR 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: Good,  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 48 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 50 0214,  Location: 06-KER-099-57.1-DLN (Lat: 35.785000,  Lng: -119.250000),  Route carried "on" structure: State highway 99,  Year Built: 1955,  Status: Open,  Structure Length: 20.30m (66.60ft),  Average Daily Traffic: 42,000 (year 2000),  Truck Traffic: 28%,  Average Future Daily Traffic: 85,856 (year 2028),  Design Load: HS 20,  Features Intersected: N DELANO OH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.100,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Skew: 15 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: 15.0m (49.2ft),  Out-to-Out Width: 34.8m (114.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 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: 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 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 50 0215,  Location: 06-KER-099-57.58-DLN (Lat: 35.790000,  Lng: -119.250000),  Route carried "on" structure: City street Z219,  Year Built: 1955,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 500 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,567 (year 2028),  Design Load: HS 20,  Features Intersected: 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: Good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 50 021,  Location: 06-KER-099-54.48-DLN (Lat: 35.746667,  Lng: -119.243333),  Route carried "under" structure: State highway 99,  Year Built: 1955,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 42,000 (year 2000),  Truck Traffic: 28%,  Features Intersected: 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-099-56.1-DLN (Lat: 35.770000,  Lng: -119.250000),  Route carried "under" structure: State highway 99,  Year Built: 1955,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 42,000 (year 2000),  Truck Traffic: 28%,  Features Intersected: SR 99,  Facility Carried by Structure: ELEVENTH AVE
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.561,  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-.41-DLN (Lat: 35.761667,  Lng: -119.248333),  Route carried "under" structure: State highway 99,  Year Built: 1955,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 42,000 (year 2000),  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: 35.776667,  Lng: -119.251667),  Route carried "under" structure: State highway 99,  Year Built: 1955,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 42,000 (year 2000),  Truck Traffic: 28%,  Features Intersected: SR 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 0214,  Location: 06-KER-099-57.1-DLN (Lat: 35.785000,  Lng: -119.250000),  Route carried "under" structure: City street ,  Year Built: 1955,  Structure Length: 20.30m (66.60ft),  Average Daily Traffic: 2,500 (year 1998),  Truck Traffic: 3%,  Features Intersected: N DELANO OH,  Facility Carried by Structure: STATE ROUTE 99
Minimum Vertical Clearance: 7.43m (24.38ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 50 0215,  Location: 06-KER-099-57.58-DLN (Lat: 35.790000,  Lng: -119.250000),  Route carried "under" structure: State highway 99,  Year Built: 1955,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 42,000 (year 2000),  Truck Traffic: 28%,  Features Intersected: 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)