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 - historical statistics
- 21950-1959
- 241960-1969
- 11980-1989
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 61.5%Good
- 38.5%Fair
- Bridge Condition - Superstructure
- 93.8%Good
- 6.3%Fair
- Bridge Condition - Channel
- 50.0%Good
- 50.0%Satisfactory
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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)
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)
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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)
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)
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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)
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)
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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)
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)
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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)
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)
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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)
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)
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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)
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)
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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)
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)
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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)
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)
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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)
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)