Bridge Statistics for Santa Nella, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 31920-1929
- 21930-1939
- 31940-1949
- 21950-1959
- 371960-1969
- 11980-1989
- 61990-1999
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 21980-1989
- 01990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 47.6%Good
- 11.9%Satisfactory
- 28.6%Fair
- 11.9%Poor
- Bridge Condition - Superstructure
- 2.4%Very good
- 64.3%Good
- 7.1%Satisfactory
- 19.0%Fair
- 7.1%Poor
- Bridge Condition - Substructure
- 59.5%Good
- 14.3%Satisfactory
- 26.2%Fair
- Bridge Condition - Channel
- 39.4%Excellent
- 33.3%Very good
- 27.3%Good
- Bridge Condition - Culverts
- 25.0%Good
- 50.0%Satisfactory
- 25.0%Fair
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Structure Number: 39C025, Location: 2.6 MI WEST OF I-5 (Lat: 37.121092, Lng: -121.057675), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 50 (year 1990), Truck Traffic: 5%, Average Future Daily Traffic: 140 (year 2038), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: MCCABE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.1m (72.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 29.8 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: 18.5 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: January 2021, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 39C025, Location: 2.6 MI WEST OF I-5 (Lat: 37.121092, Lng: -121.057675), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 50 (year 1990), Truck Traffic: 5%, Average Future Daily Traffic: 140 (year 2038), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: MCCABE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.1m (72.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 29.8 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: 18.5 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: January 2021, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 39C0251, Location: 1.0 MI WEST OF I-5 (Lat: 37.115233, Lng: -121.034325), Route carried "on" structure: County highway , Year Built: 1949, Year Reconstructed: 2015, Status: Open, Structure Length: 3.19m (10.47ft), Average Daily Traffic: 453 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 918 (year 2038), Features Intersected: DELTA-MENDOTA CANAL, Facility Carried by Structure: MCCABE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 97.2 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: 80.7 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: January 2021, Underwater Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 39C0251, Location: 1.0 MI WEST OF I-5 (Lat: 37.115233, Lng: -121.034325), Route carried "on" structure: County highway , Year Built: 1949, Year Reconstructed: 2015, Status: Open, Structure Length: 3.19m (10.47ft), Average Daily Traffic: 453 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 918 (year 2038), Features Intersected: DELTA-MENDOTA CANAL, Facility Carried by Structure: MCCABE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 97.2 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: 80.7 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: January 2021, Underwater Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 39C0252, Location: 0.4 MI WEST OF I-5 (Lat: 37.159022, Lng: -121.059672), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 50 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 143 (year 2041), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: BUTTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Excellent, 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: 27.2 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 39C0252, Location: 0.4 MI WEST OF I-5 (Lat: 37.159022, Lng: -121.059672), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 50 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 143 (year 2041), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: BUTTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Excellent, 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: 27.2 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 39C0253, Location: AT RTE 33 (Lat: 37.129750, Lng: -121.015233), Route carried "on" structure: County highway , Year Built: 1924, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 35 (year 2014), Average Future Daily Traffic: 52 (year 2041), Features Intersected: OUTSIDE CANAL, Facility Carried by Structure: ROMERO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 39C0253, Location: AT RTE 33 (Lat: 37.129750, Lng: -121.015233), Route carried "on" structure: County highway , Year Built: 1924, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 35 (year 2014), Average Future Daily Traffic: 52 (year 2041), Features Intersected: OUTSIDE CANAL, Facility Carried by Structure: ROMERO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 39C0264, Location: 0.1 MI N HENRY MILLER AVE (Lat: 37.101042, Lng: -120.988567), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 3.92m (12.86ft), Average Daily Traffic: 66 (year 2008), Truck Traffic: 18%, Average Future Daily Traffic: 157 (year 2043), Features Intersected: SAN LUIS WASTEWAY, Facility Carried by Structure: LEOTA STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 39C0264, Location: 0.1 MI N HENRY MILLER AVE (Lat: 37.101042, Lng: -120.988567), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 3.92m (12.86ft), Average Daily Traffic: 66 (year 2008), Truck Traffic: 18%, Average Future Daily Traffic: 157 (year 2043), Features Intersected: SAN LUIS WASTEWAY, Facility Carried by Structure: LEOTA STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 39C0293, Location: 0.6 MI E WHITWORTH RD (Lat: 37.158761, Lng: -121.020597), Route carried "on" structure: County highway , Year Built: 1945, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 265 (year 2014), Truck Traffic: 40%, Average Future Daily Traffic: 306 (year 2041), Features Intersected: OUTSIDE CANAL, Facility Carried by Structure: HUSMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 39C0293, Location: 0.6 MI E WHITWORTH RD (Lat: 37.158761, Lng: -121.020597), Route carried "on" structure: County highway , Year Built: 1945, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 265 (year 2014), Truck Traffic: 40%, Average Future Daily Traffic: 306 (year 2041), Features Intersected: OUTSIDE CANAL, Facility Carried by Structure: HUSMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 39C0353, Location: WEST OF SR 33 (Lat: 37.137000, Lng: -121.017533), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 143 (year 2041), Features Intersected: OUTSIDE CANAL, Facility Carried by Structure: MARSHALL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Other Special Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 39C0353, Location: WEST OF SR 33 (Lat: 37.137000, Lng: -121.017533), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 143 (year 2041), Features Intersected: OUTSIDE CANAL, Facility Carried by Structure: MARSHALL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Other Special Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 39 0166, Location: 10-MER-005-21.38 (Lat: 37.100597, Lng: -121.011644), Route carried "under" structure: Interstate 5, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 31,000 (year 2009), Truck Traffic: 25%, Features Intersected: INTERSTATE 5, Facility Carried by Structure: HENRY MILLER AVE
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 21.380, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 39 0166, Location: 10-MER-005-21.38 (Lat: 37.100597, Lng: -121.011644), Route carried "under" structure: Interstate 5, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 31,000 (year 2009), Truck Traffic: 25%, Features Intersected: INTERSTATE 5, Facility Carried by Structure: HENRY MILLER AVE
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 21.380, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: 39 0169, Location: 10-MER-033-R16.60 (Lat: 37.105586, Lng: -121.015744), Route carried "under" structure: Interstate 5, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 31,000 (year 2009), Truck Traffic: 25%, Features Intersected: INTERSTATE 5 & RAMP, Facility Carried by Structure: STATE ROUTE 33
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 21.840, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.2m (158.1ft)
Structure Number: 39 0169, Location: 10-MER-033-R16.60 (Lat: 37.105586, Lng: -121.015744), Route carried "under" structure: Interstate 5, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 31,000 (year 2009), Truck Traffic: 25%, Features Intersected: INTERSTATE 5 & RAMP, Facility Carried by Structure: STATE ROUTE 33
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 21.840, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.2m (158.1ft)
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Structure Number: 39 0169, Location: 10-MER-033-R16.60 (Lat: 37.105586, Lng: -121.015744), Route carried "under" structure: Ramp State highway 33, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 7,750 (year 2009), Truck Traffic: 25%, Features Intersected: INTERSTATE 5 & RAMP
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 16.600, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.2m (158.1ft)
Structure Number: 39 0169, Location: 10-MER-033-R16.60 (Lat: 37.105586, Lng: -121.015744), Route carried "under" structure: Ramp State highway 33, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 7,750 (year 2009), Truck Traffic: 25%, Features Intersected: INTERSTATE 5 & RAMP
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 16.600, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.2m (158.1ft)
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Structure Number: 39 017, Location: 10-MER-005-22.57 (Lat: 37.115208, Lng: -121.023094), Route carried "under" structure: Interstate 5, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 43,000 (year 2020), Truck Traffic: 34%, Features Intersected: ROUTE 5, Facility Carried by Structure: MCCABE RD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 22.570, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 39 017, Location: 10-MER-005-22.57 (Lat: 37.115208, Lng: -121.023094), Route carried "under" structure: Interstate 5, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 43,000 (year 2020), Truck Traffic: 34%, Features Intersected: ROUTE 5, Facility Carried by Structure: MCCABE RD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 22.570, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 39 0171, Location: 10-MER-005-23.84 (Lat: 37.131181, Lng: -121.033419), Route carried "under" structure: Interstate 5, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 31,000 (year 2009), Truck Traffic: 25%, Features Intersected: ROUTE 5, Facility Carried by Structure: WHITWORTH ROAD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 23.840, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 39 0171, Location: 10-MER-005-23.84 (Lat: 37.131181, Lng: -121.033419), Route carried "under" structure: Interstate 5, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 31,000 (year 2009), Truck Traffic: 25%, Features Intersected: ROUTE 5, Facility Carried by Structure: WHITWORTH ROAD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 23.840, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.7m (104.0ft)
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Structure Number: 39 0175, Location: 10-MER-005-25.97 (Lat: 37.158967, Lng: -121.051647), Route carried "under" structure: Interstate 5, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 43,000 (year 2020), Truck Traffic: 30%, Features Intersected: ROUTE 5, Facility Carried by Structure: BUTTS RD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 25.970, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 39 0175, Location: 10-MER-005-25.97 (Lat: 37.158967, Lng: -121.051647), Route carried "under" structure: Interstate 5, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 43,000 (year 2020), Truck Traffic: 30%, Features Intersected: ROUTE 5, Facility Carried by Structure: BUTTS RD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 25.970, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 39 0225L, Location: 10-MER-152-11.27 (Lat: 37.056931, Lng: -121.016547), Route carried "under" structure: State highway 33, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 8,200 (year 2009), Truck Traffic: 30%, Features Intersected: STATE ROUTE 33, Facility Carried by Structure: STATE ROUTE 152 WB
Minimum Vertical Clearance: 5.60m (18.37ft), Kilometerpoint: 13.240, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.1m (141.4ft)
Structure Number: 39 0225L, Location: 10-MER-152-11.27 (Lat: 37.056931, Lng: -121.016547), Route carried "under" structure: State highway 33, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 8,200 (year 2009), Truck Traffic: 30%, Features Intersected: STATE ROUTE 33, Facility Carried by Structure: STATE ROUTE 152 WB
Minimum Vertical Clearance: 5.60m (18.37ft), Kilometerpoint: 13.240, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.1m (141.4ft)
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Structure Number: 39 0225R, Location: 10-MER-152-11.27 (Lat: 37.056717, Lng: -121.016536), Route carried "under" structure: State highway 33, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 8,200 (year 2009), Truck Traffic: 30%, Features Intersected: STATE ROUTE 33, Facility Carried by Structure: STATE ROUTE 152 EB
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 13.240, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.1m (141.4ft)
Structure Number: 39 0225R, Location: 10-MER-152-11.27 (Lat: 37.056717, Lng: -121.016536), Route carried "under" structure: State highway 33, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 8,200 (year 2009), Truck Traffic: 30%, Features Intersected: STATE ROUTE 33, Facility Carried by Structure: STATE ROUTE 152 EB
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 13.240, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.1m (141.4ft)