Jump to a detailed profile or search site with Google Custom Search

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


  • National Bridge Inventory (NBI) Statistics
  • 29Number of bridges
  • 210ft / 64.1mTotal length
  • 356,820Total average daily traffic
  • 23,241Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Orcutt
  • No street view available for this location

New bridges in Orcutt, CA - historical statistics
  • New bridges - historical statistics
  • 21950-1959
  • 241960-1969
  • 11980-1989
  • 22010-2019
Reconstructed bridges in Orcutt, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21990-1999
  • 12000-2009
Average Bridge Daily Traffic in Orcutt, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 61.5%Good
  • 38.5%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 93.8%Good
  • 6.3%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 50.0%Good
  • 50.0%Satisfactory
Find on map >>   Show street view

Structure Number: 51 0034R,  Location: 05-SB-001-M36.16 (Lat: 34.800636,  Lng: -120.443075),  Route carried "on" structure: State highway 1,  Year Built: 1966,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 1,550 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,296 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: ST RTE 135 (@PM 11.72)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.160,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to 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 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 51 0071L,  Location: 05-SB-101-84.34 (Lat: 34.891011,  Lng: -120.417664),  Route carried "on" structure: US 101,  Year Built: 1962,  Status: Open,  Structure Length: 5.04m (16.54ft),  Average Daily Traffic: 19,000 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 40,886 (year 2042),  Design Load: HS 20,  Features Intersected: SANTA MARIA WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.340,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.06m (16.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 51 0071R,  Location: 05-SB-101-84.34 (Lat: 34.890897,  Lng: -120.417303),  Route carried "on" structure: US 101,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.07m (16.63ft),  Average Daily Traffic: 19,000 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 40,886 (year 2042),  Design Load: HS 20,  Features Intersected: SANTA MARIA WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.340,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.06m (16.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 51 0118R,  Location: 05-SB-001-R34.76 (Lat: 34.853928,  Lng: -120.452386),  Route carried "on" structure: State highway 1,  Year Built: 1966,  Status: Open,  Structure Length: 6.73m (22.08ft),  Average Daily Traffic: 6,950 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,392 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: ST RT 135 SB (@PM R9.09)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.760,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 51 0120L,  Location: 05-SB-135-R10.00 (Lat: 34.859375,  Lng: -120.438847),  Route carried "on" structure: State highway 135,  Year Built: 1966,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 6,975 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,044 (year 2041),  Design Load: HS 20,  Features Intersected: RICE RANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.5m (67.3ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 51 0120R,  Location: 05-SB-135-R10.00 (Lat: 34.859283,  Lng: -120.438608),  Route carried "on" structure: State highway 135,  Year Built: 1966,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 6,975 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,384 (year 2043),  Design Load: HS 20,  Features Intersected: RICE RANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 51 0147L,  Location: 05-SB-135-R10.41 (Lat: 34.864894,  Lng: -120.436764),  Route carried "on" structure: State highway 135,  Year Built: 1966,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 9,300 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 16,006 (year 2041),  Design Load: HS 20,  Features Intersected: E CLARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.410,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 51 0147R,  Location: 05-SB-135-R10.41 (Lat: 34.864892,  Lng: -120.436514),  Route carried "on" structure: State highway 135,  Year Built: 1966,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 6,975 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,878 (year 2041),  Design Load: HS 20,  Features Intersected: E CLARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.410,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 51 0191L,  Location: 05-SB-101-78.69 (Lat: 34.825056,  Lng: -120.358986),  Route carried "on" structure: US 101,  Year Built: 1956,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 14,500 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 31,323 (year 2042),  Design Load: HS 20,  Features Intersected: SOLOMON SUMMIT UC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.690,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 51 0191R,  Location: 05-SB-101-78.69 (Lat: 34.825247,  Lng: -120.358725),  Route carried "on" structure: US 101,  Year Built: 1956,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 14,500 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 31,323 (year 2042),  Design Load: HS 20,  Features Intersected: SOLOMON SUMMIT UC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.690,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 51 0232,  Location: 05-SB-101-82.18 (Lat: 34.865350,  Lng: -120.396556),  Route carried "on" structure: County highway J099,  Year Built: 1966,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 15,000 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,735 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: CLARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 51 0247,  Location: 05-SB-001-R32.01 (Lat: 34.814186,  Lng: -120.448767),  Route carried "on" structure: State highway 1,  Year Built: 1966,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 13,800 (year 2009),  Average Future Daily Traffic: 29,786 (year 2041),  Features Intersected: VEHICLE ACCESS (PRIVATE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.010,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.3m (20.7ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021
Find on map >>   Show street view

Structure Number: 51 0248,  Location: 05-SB-001-R32.25 (Lat: 34.817433,  Lng: -120.449494),  Route carried "on" structure: State highway 1,  Year Built: 1966,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 13,800 (year 2009),  Average Future Daily Traffic: 29,786 (year 2041),  Features Intersected: VEHICLE ACCESS (PRIVATE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.250,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021
Find on map >>   Show street view

Structure Number: 51 0249,  Location: 05-SB-001-R33.98 (Lat: 34.842486,  Lng: -120.451903),  Route carried "on" structure: State highway 1,  Year Built: 1966,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 13,800 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,789 (year 2041),  Features Intersected: VEHICLE ACCESS (PRIVATE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.980,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021
Find on map >>   Show street view

Structure Number: 51 0251,  Location: 05-SB-135-R10.37 (Lat: 34.864133,  Lng: -120.436556),  Route carried "on" structure: State highway 135,  Year Built: 1966,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 13,950 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,767 (year 2043),  Features Intersected: ORCUTT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.370,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.4m (139.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021
Find on map >>   Show street view

Structure Number: 51 0338,  Location: 05-SB-101-83.45 (Lat: 34.879908,  Lng: -120.409208),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 8.04m (26.38ft),  Average Daily Traffic: 10,020 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,307 (year 2042),  Design Load: HL 93,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: UNION VALLY PKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.450,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.3m (142.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  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: December 2020,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 51C0181,  Location: 1.2 MI W BLOSSMER RD (Lat: 34.871883,  Lng: -120.466517),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,189 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,037 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ORCUTT CREEK,  Facility Carried by Structure: SOLOMON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 51C0234,  Location: 0.02 MI W BLOSSER RD (Lat: 34.865050,  Lng: -120.453544),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 2,562 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,543 (year 2038),  Features Intersected: GRACIOSA CANYON CREEK,  Facility Carried by Structure: CLARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021
Find on map >>   Show street view

Structure Number: 51C0309,  Location: JUST WEST OF SR 135 (Lat: 34.864942,  Lng: -120.437772),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 21,656 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,898 (year 2038),  Features Intersected: ORCUTT CREEK,  Facility Carried by Structure: E CLARK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021
Find on map >>   Show street view

Structure Number: 51 0034R,  Location: 05-SB-001-M36.16 (Lat: 34.800636,  Lng: -120.443075),  Route carried "under" structure: State highway 135,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 18,600 (year 2009),  Truck Traffic: 12%,  Features Intersected: ST RTE 135 (@PM 11.72),  Facility Carried by Structure: STATE ROUTE 1 NB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 11.720,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

Find on map >>   Show street view

Structure Number: 51 0071L,  Location: 05-SB-101-84.34 (Lat: 34.891011,  Lng: -120.417664),  Route carried "under" structure: Ramp US 101,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 11,600 (year 2005),  Truck Traffic: 2%,  Features Intersected: SANTA MARIA WAY
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 84.340,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.3m (60.0ft)

Find on map >>   Show street view

Structure Number: 51 0071R,  Location: 05-SB-101-84.34 (Lat: 34.890897,  Lng: -120.417303),  Route carried "under" structure: Ramp US 101,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 11,600 (year 2005),  Truck Traffic: 2%,  Features Intersected: SANTA MARIA WAY
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 84.340,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.3m (60.0ft)

Find on map >>   Show street view

Structure Number: 51 0118R,  Location: 05-SB-001-R34.76 (Lat: 34.853928,  Lng: -120.452386),  Route carried "under" structure: State highway 135,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 3,050 (year 2009),  Truck Traffic: 6%,  Features Intersected: ST RT 135 SB (@PM R9.09),  Facility Carried by Structure: STATE ROUTE 1 NB
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 9.090,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.4m (116.1ft)

Find on map >>   Show street view

Structure Number: 51 0120L,  Location: 05-SB-135-R10.00 (Lat: 34.859375,  Lng: -120.438847),  Route carried "under" structure: County highway J100,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 1,870 (year 2003),  Truck Traffic: 3%,  Features Intersected: RICE RANCH RD,  Facility Carried by Structure: STATE ROUTE 135 SB
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.5m (67.3ft)

Find on map >>   Show street view

Structure Number: 51 0120R,  Location: 05-SB-135-R10.00 (Lat: 34.859283,  Lng: -120.438608),  Route carried "under" structure: County highway J100,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 1,870 (year 2003),  Truck Traffic: 3%,  Features Intersected: RICE RANCH RD,  Facility Carried by Structure: STATE ROUTE 135 NB
Minimum Vertical Clearance: 6.09m (19.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.4m (66.9ft)

Find on map >>   Show street view

Structure Number: 51 0147L,  Location: 05-SB-135-R10.41 (Lat: 34.864894,  Lng: -120.436764),  Route carried "under" structure: County highway J099,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 14,864 (year 2003),  Truck Traffic: 3%,  Features Intersected: E CLARK AVE,  Facility Carried by Structure: STATE ROUTE 135 SB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.5m (64.0ft)

Find on map >>   Show street view

Structure Number: 51 0147R,  Location: 05-SB-135-R10.41 (Lat: 34.864892,  Lng: -120.436514),  Route carried "under" structure: County highway J099,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 14,864 (year 2003),  Truck Traffic: 3%,  Features Intersected: E CLARK AVE,  Facility Carried by Structure: STATE ROUTE 135 NB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.5m (64.0ft)

Find on map >>   Show street view

Structure Number: 51 0232,  Location: 05-SB-101-82.18 (Lat: 34.865350,  Lng: -120.396556),  Route carried "under" structure: US 101,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 29,000 (year 2009),  Truck Traffic: 12%,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: CLARK AVE
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 82.180,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

Find on map >>   Show street view

Structure Number: 51 0338,  Location: 05-SB-101-83.45 (Lat: 34.879908,  Lng: -120.409208),  Route carried "under" structure: US 101,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 38,000 (year 2009),  Truck Traffic: 9%,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: UNION VALLY PKWAY
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 83.450,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.3m (142.1ft)

Discuss Orcutt, California (CA) on our hugely popular California forum.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2024 Advameg, Inc.