Bridge Statistics for Redcrest, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 157ft / 47.8mTotal length
- $1,445,000Total costs
- 26,535Total average daily traffic
- 4,372Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Redcrest
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21950-1959
- 61960-1969
- 11970-1979
- 11990-1999
- Bridge Condition - Deck
- 55.6%Good
- 33.3%Fair
- 11.1%Poor
- Bridge Condition - Superstructure
- 66.7%Good
- 22.2%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 14.3%Very good
- 57.1%Good
- 28.6%Satisfactory
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Structure Number: 4 0012, Location: 01-HUM-254-43.02 (Lat: 40.431008, Lng: -123.984567), Route carried "on" structure: State highway 254, Year Built: 1939, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 330 (year 2009), Average Future Daily Traffic: 428 (year 2040), Design Load: H 15, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.020, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 22.7 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: 17.5 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 4 0012, Location: 01-HUM-254-43.02 (Lat: 40.431008, Lng: -123.984567), Route carried "on" structure: State highway 254, Year Built: 1939, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 330 (year 2009), Average Future Daily Traffic: 428 (year 2040), Design Load: H 15, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.020, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 22.7 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: 17.5 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4 007, Location: 01-HUM-101-39.16 (Lat: 40.395878, Lng: -123.938439), Route carried "on" structure: US 101, Year Built: 1958, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 6,000 (year 2009), Truck Traffic: 17%, Average Future Daily Traffic: 8,364 (year 2041), Design Load: HS 20, Features Intersected: S101-ST RTE 254
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.160, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 4 007, Location: 01-HUM-101-39.16 (Lat: 40.395878, Lng: -123.938439), Route carried "on" structure: US 101, Year Built: 1958, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 6,000 (year 2009), Truck Traffic: 17%, Average Future Daily Traffic: 8,364 (year 2041), Design Load: HS 20, Features Intersected: S101-ST RTE 254
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.160, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4 0198, Location: 01-HUM-101-R39.67 (Lat: 40.397550, Lng: -123.947689), Route carried "on" structure: US 101, Year Built: 1967, Status: Open, Structure Length: 3.34m (10.96ft), Average Daily Traffic: 6,190 (year 2010), Truck Traffic: 17%, Average Future Daily Traffic: 8,364 (year 2041), Design Load: HS 20, Features Intersected: SORENSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.670, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, 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: 32.7 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: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 4 0198, Location: 01-HUM-101-R39.67 (Lat: 40.397550, Lng: -123.947689), Route carried "on" structure: US 101, Year Built: 1967, Status: Open, Structure Length: 3.34m (10.96ft), Average Daily Traffic: 6,190 (year 2010), Truck Traffic: 17%, Average Future Daily Traffic: 8,364 (year 2041), Design Load: HS 20, Features Intersected: SORENSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.670, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, 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: 32.7 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: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4 0199, Location: 01-HUM-101-R42.99 (Lat: 40.430997, Lng: -123.984869), Route carried "on" structure: US 101, Year Built: 1967, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 6,000 (year 2009), Truck Traffic: 17%, Average Future Daily Traffic: 8,364 (year 2041), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.990, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4 0199, Location: 01-HUM-101-R42.99 (Lat: 40.430997, Lng: -123.984869), Route carried "on" structure: US 101, Year Built: 1967, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 6,000 (year 2009), Truck Traffic: 17%, Average Future Daily Traffic: 8,364 (year 2041), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.990, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4 02, Location: 01-HUM-101-R43.32 (Lat: 40.434967, Lng: -123.987886), Route carried "on" structure: US 101, Year Built: 1966, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 6,890 (year 2010), Truck Traffic: 17%, Average Future Daily Traffic: 8,364 (year 2041), Design Load: HS 20, Features Intersected: BARKDULL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.320, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 38.6 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: 29.8 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 4 02, Location: 01-HUM-101-R43.32 (Lat: 40.434967, Lng: -123.987886), Route carried "on" structure: US 101, Year Built: 1966, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 6,890 (year 2010), Truck Traffic: 17%, Average Future Daily Traffic: 8,364 (year 2041), Design Load: HS 20, Features Intersected: BARKDULL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.320, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 38.6 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: 29.8 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4C0099, Location: 2.5 MI E AVE OF GIANTS (Lat: 40.409936, Lng: -123.928964), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 17 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 27 (year 2042), Features Intersected: LARABEE CREEK, Facility Carried by Structure: HOLMES FLAT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4C0099, Location: 2.5 MI E AVE OF GIANTS (Lat: 40.409936, Lng: -123.928964), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 17 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 27 (year 2042), Features Intersected: LARABEE CREEK, Facility Carried by Structure: HOLMES FLAT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4C0153, Location: 1.0 MI N OF SHIVELEY (Lat: 40.435333, Lng: -123.964314), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 58 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 162 (year 2040), Features Intersected: SHIVELEY CREEK, Facility Carried by Structure: SHIVELEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.0 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4C0153, Location: 1.0 MI N OF SHIVELEY (Lat: 40.435333, Lng: -123.964314), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 58 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 162 (year 2040), Features Intersected: SHIVELEY CREEK, Facility Carried by Structure: SHIVELEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.0 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4C0171, Location: NEAR HOLMES (Lat: 40.416744, Lng: -123.935644), Route carried "on" structure: County highway , Year Built: 1960, Status: Closed, Structure Length: 12.23m (40.12ft), Average Daily Traffic: 100 (year 2011), Truck Traffic: 20%, Average Future Daily Traffic: 156 (year 2042), Features Intersected: LARABEE LOW LEVEL-EEL RI, Facility Carried by Structure: HOLMES FLAT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 25, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 23.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 10.12m (33.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $860,000, Roadway Improvement Cost: $172,000, Total Project Cost: $1,445,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4C0171, Location: NEAR HOLMES (Lat: 40.416744, Lng: -123.935644), Route carried "on" structure: County highway , Year Built: 1960, Status: Closed, Structure Length: 12.23m (40.12ft), Average Daily Traffic: 100 (year 2011), Truck Traffic: 20%, Average Future Daily Traffic: 156 (year 2042), Features Intersected: LARABEE LOW LEVEL-EEL RI, Facility Carried by Structure: HOLMES FLAT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 25, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 23.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 10.12m (33.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $860,000, Roadway Improvement Cost: $172,000, Total Project Cost: $1,445,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4C0252, Location: NEAR HOLMES (Lat: 40.416761, Lng: -123.934547), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 100 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 393 (year 2040), Features Intersected: EEL RIVER, Facility Carried by Structure: HOLMES FLAT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Deck Structure Type: Steel plate
Structure Number: 4C0252, Location: NEAR HOLMES (Lat: 40.416761, Lng: -123.934547), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 100 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 393 (year 2040), Features Intersected: EEL RIVER, Facility Carried by Structure: HOLMES FLAT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Deck Structure Type: Steel plate
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Structure Number: 4P0007, Location: 4.3 MI W/O HWY 101 (Lat: 40.351197, Lng: -123.988122), Route carried "on" structure: State lands road , Year Built: 1977, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 600 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 1,599 (year 2040), Features Intersected: HARPER CREEK, Facility Carried by Structure: MATTOLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4P0007, Location: 4.3 MI W/O HWY 101 (Lat: 40.351197, Lng: -123.988122), Route carried "on" structure: State lands road , Year Built: 1977, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 600 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 1,599 (year 2040), Features Intersected: HARPER CREEK, Facility Carried by Structure: MATTOLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4 007, Location: 01-HUM-101-39.16 (Lat: 40.395878, Lng: -123.938439), Route carried "under" structure: Ramp US 101, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 250 (year 1998), Truck Traffic: 10%, Features Intersected: S101-ST RTE 254
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 39.160, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.0m (36.1ft)
Structure Number: 4 007, Location: 01-HUM-101-39.16 (Lat: 40.395878, Lng: -123.938439), Route carried "under" structure: Ramp US 101, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 250 (year 1998), Truck Traffic: 10%, Features Intersected: S101-ST RTE 254
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 39.160, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.0m (36.1ft)