Bridge Statistics for Covelo, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 125ft / 38.1mTotal length
- $795,000Total costs
- 12,811Total average daily traffic
- 1,358Total average daily truck traffic
- 17,595Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Covelo
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21950-1959
- 21960-1969
- 31970-1979
- 31980-1989
- 11990-1999
- Bridge Condition - Deck
- 63.6%Good
- 27.3%Fair
- 9.1%Poor
- Bridge Condition - Superstructure
- 54.5%Good
- 36.4%Fair
- 9.1%Poor
- Bridge Condition - Substructure
- 90.9%Good
- 9.1%Satisfactory
- Bridge Condition - Channel
- 33.3%Very good
- 58.3%Good
- 8.3%Satisfactory
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Structure Number: 10 0094, Location: 01-MEN-162-28.74 (Lat: 39.787936, Lng: -123.248136), Route carried "on" structure: State highway 162, Year Built: 1983, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 2,200 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 2,958 (year 2039), Design Load: HS 20+Mod, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.740, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 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: 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: Equal to 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: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10 0094, Location: 01-MEN-162-28.74 (Lat: 39.787936, Lng: -123.248136), Route carried "on" structure: State highway 162, Year Built: 1983, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 2,200 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 2,958 (year 2039), Design Load: HS 20+Mod, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.740, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 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: 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: Equal to 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: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10 0096, Location: 01-MEN-162-30.33 (Lat: 39.811058, Lng: -123.248053), Route carried "on" structure: State highway 162, Year Built: 1958, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 2,200 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 2,958 (year 2039), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.330, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10 0096, Location: 01-MEN-162-30.33 (Lat: 39.811058, Lng: -123.248053), Route carried "on" structure: State highway 162, Year Built: 1958, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 2,200 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 2,958 (year 2039), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.330, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10 0106, Location: 01-MEN-162-32.14 (Lat: 39.816697, Lng: -123.221444), Route carried "on" structure: State highway 162, Year Built: 1958, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 2,200 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 3,018 (year 2039), Design Load: HS 20, Features Intersected: LITTLE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.140, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 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: 29.5 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: High priority of replacement, Waterway Adequacy: Equal to present desirable 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10 0106, Location: 01-MEN-162-32.14 (Lat: 39.816697, Lng: -123.221444), Route carried "on" structure: State highway 162, Year Built: 1958, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 2,200 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 3,018 (year 2039), Design Load: HS 20, Features Intersected: LITTLE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.140, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 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: 29.5 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: High priority of replacement, Waterway Adequacy: Equal to present desirable 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10 0119, Location: 01-MEN-162-34.03 (Lat: 39.825078, Lng: -123.191286), Route carried "on" structure: State highway 162, Year Built: 1962, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 2,200 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 3,018 (year 2039), Design Load: HS 20, Features Intersected: SHORT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.030, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10 0119, Location: 01-MEN-162-34.03 (Lat: 39.825078, Lng: -123.191286), Route carried "on" structure: State highway 162, Year Built: 1962, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 2,200 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 3,018 (year 2039), Design Load: HS 20, Features Intersected: SHORT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.030, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10 0253, Location: 01-MEN-162-28.30 (Lat: 39.781642, Lng: -123.248172), Route carried "on" structure: State highway 162, Year Built: 1983, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 2,200 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 2,958 (year 2039), Design Load: HS 20+Mod, Features Intersected: GRIST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.300, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.3 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: Meets minimum limits, Waterway Adequacy: 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10 0253, Location: 01-MEN-162-28.30 (Lat: 39.781642, Lng: -123.248172), Route carried "on" structure: State highway 162, Year Built: 1983, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 2,200 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 2,958 (year 2039), Design Load: HS 20+Mod, Features Intersected: GRIST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.300, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.3 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: Meets minimum limits, Waterway Adequacy: 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10C0111, Location: 2.0 MI E FAIRBANKS RD (Lat: 39.749069, Lng: -123.181567), Route carried "on" structure: County highway , Year Built: 1925, Status: Posted for load, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 78 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 272 (year 2041), Features Intersected: MILL CREEK, Facility Carried by Structure: HILL ROAD
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 11.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.75m (12.30ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $473,000, Roadway Improvement Cost: $94,000, Total Project Cost: $795,000 ( Estimate for 2017), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 10C0111, Location: 2.0 MI E FAIRBANKS RD (Lat: 39.749069, Lng: -123.181567), Route carried "on" structure: County highway , Year Built: 1925, Status: Posted for load, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 78 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 272 (year 2041), Features Intersected: MILL CREEK, Facility Carried by Structure: HILL ROAD
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 11.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.75m (12.30ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $473,000, Roadway Improvement Cost: $94,000, Total Project Cost: $795,000 ( Estimate for 2017), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 10C0128, Location: 1.0 MI E OF SR 162 (Lat: 39.794475, Lng: -123.213692), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 889 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,080 (year 2038), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: IRR EAST LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, 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 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10C0128, Location: 1.0 MI E OF SR 162 (Lat: 39.794475, Lng: -123.213692), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 889 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,080 (year 2038), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: IRR EAST LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, 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 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10C0175, Location: 0.10 MI S CR 327-A (Lat: 39.756361, Lng: -123.210747), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 210 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 321 (year 2036), Features Intersected: TURNER CREEK, Facility Carried by Structure: DOBIE RD
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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
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: 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: August 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10C0175, Location: 0.10 MI S CR 327-A (Lat: 39.756361, Lng: -123.210747), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 210 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 321 (year 2036), Features Intersected: TURNER CREEK, Facility Carried by Structure: DOBIE RD
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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
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: 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: August 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10C0176, Location: 0.20 MI S CR 327-A (Lat: 39.754347, Lng: -123.210761), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 210 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 305 (year 2037), Design Load: HS 20, Features Intersected: TURNER CREEK, Facility Carried by Structure: DOBIE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 87.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10C0176, Location: 0.20 MI S CR 327-A (Lat: 39.754347, Lng: -123.210761), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 210 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 305 (year 2037), Design Load: HS 20, Features Intersected: TURNER CREEK, Facility Carried by Structure: DOBIE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 87.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10C0177, Location: 2.17 MI E SH 162 (Lat: 39.794453, Lng: -123.208103), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 210 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 273 (year 2042), Features Intersected: SHORT CREEK, Facility Carried by Structure: IRR EAST LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.9 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10C0177, Location: 2.17 MI E SH 162 (Lat: 39.794453, Lng: -123.208103), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 210 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 273 (year 2042), Features Intersected: SHORT CREEK, Facility Carried by Structure: IRR EAST LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.9 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10C0178, Location: 0.5 MI WEST OF SR 162 (Lat: 39.780478, Lng: -123.257950), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 2008, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 72 (year 2011), Average Future Daily Traffic: 86 (year 2037), Features Intersected: GRIST CREEK, Facility Carried by Structure: CEMETERY LANE
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), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10C0178, Location: 0.5 MI WEST OF SR 162 (Lat: 39.780478, Lng: -123.257950), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 2008, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 72 (year 2011), Average Future Daily Traffic: 86 (year 2037), Features Intersected: GRIST CREEK, Facility Carried by Structure: CEMETERY LANE
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), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10C0179, Location: 0.3 MI S HOWARD ST (Lat: 39.790414, Lng: -123.258875), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 142 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 348 (year 2042), Design Load: HS 20+Mod, Features Intersected: TOWN CREEK, Facility Carried by Structure: AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10C0179, Location: 0.3 MI S HOWARD ST (Lat: 39.790414, Lng: -123.258875), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 142 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 348 (year 2042), Design Load: HS 20+Mod, Features Intersected: TOWN CREEK, Facility Carried by Structure: AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place