Bridge Statistics for Oak Hills, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 125ft / 37.9mTotal length
- 272,353Total average daily traffic
- 33,565Total average daily truck traffic
- 351,594Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Oak Hills
- No street view available for this location
- New bridges - historical statistics
- 31960-1969
- 21970-1979
- 62000-2009
- 22010-2019
- Bridge Condition - Deck
- 57.1%Good
- 28.6%Fair
- 14.3%Poor
- Bridge Condition - Superstructure
- 85.7%Good
- 14.3%Fair
- Bridge Condition - Substructure
- 57.1%Good
- 42.9%Fair
- Bridge Condition - Channel
- 45.5%Excellent
- 45.5%Very good
- 9.1%Good
- Bridge Condition - Culverts
- 83.3%Good
- 16.7%Satisfactory
Find on map >> Show street view
Structure Number: 54 0775S, Location: 08-SBD-015-R19.89 (Lat: 34.297322, Lng: -117.455797), Route carried "on" structure: Ramp Interstate 15, Year Built: 1969, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 700 (year 2040), Design Load: HS 20, Features Intersected: BRUSH CREEK, Facility Carried by Structure: CLEGHORN OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.890, Lanes on structure: 1, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 48.0 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: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, 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, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 54 0775S, Location: 08-SBD-015-R19.89 (Lat: 34.297322, Lng: -117.455797), Route carried "on" structure: Ramp Interstate 15, Year Built: 1969, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 700 (year 2040), Design Load: HS 20, Features Intersected: BRUSH CREEK, Facility Carried by Structure: CLEGHORN OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.890, Lanes on structure: 1, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 48.0 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: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, 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, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 54 0776R, Location: 08-SBD-015-R20.02 (Lat: 34.298953, Lng: -117.457278), Route carried "on" structure: Interstate 15, Year Built: 1969, Status: Open, Structure Length: 4.44m (14.57ft), Average Daily Traffic: 76,000 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 100,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CLEGHORN CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.020, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 50.2 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: 36.6 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 54 0776R, Location: 08-SBD-015-R20.02 (Lat: 34.298953, Lng: -117.457278), Route carried "on" structure: Interstate 15, Year Built: 1969, Status: Open, Structure Length: 4.44m (14.57ft), Average Daily Traffic: 76,000 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 100,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CLEGHORN CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.020, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 50.2 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: 36.6 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 54 0796, Location: 08-SBD-015-R22.04 (Lat: 34.320047, Lng: -117.480922), Route carried "on" structure: Interstate 15, Year Built: 1969, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 144,000 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 180,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BNSF RY & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.040, Lanes on structure: 9, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.0m (150.9ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 46.0m (150.9ft), Out-to-Out Width: 58.4m (191.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 92.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 54 0796, Location: 08-SBD-015-R22.04 (Lat: 34.320047, Lng: -117.480922), Route carried "on" structure: Interstate 15, Year Built: 1969, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 144,000 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 180,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BNSF RY & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.040, Lanes on structure: 9, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.0m (150.9ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 46.0m (150.9ft), Out-to-Out Width: 58.4m (191.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 92.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Find on map >> Show street view
Structure Number: 54 1218, Location: 08-SBD-138-17.10 (Lat: 34.325611, Lng: -117.454389), Route carried "on" structure: State highway 138, Year Built: 2018, Status: Open, Structure Length: 4.50m (14.76ft), Average Daily Traffic: 4,500 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 7,000 (year 2040), Design Load: HL 93, Features Intersected: HOG RANCH CREEK
Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 17.100, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.0m (147.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54 1218, Location: 08-SBD-138-17.10 (Lat: 34.325611, Lng: -117.454389), Route carried "on" structure: State highway 138, Year Built: 2018, Status: Open, Structure Length: 4.50m (14.76ft), Average Daily Traffic: 4,500 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 7,000 (year 2040), Design Load: HL 93, Features Intersected: HOG RANCH CREEK
Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 17.100, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.0m (147.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 54 1219, Location: 08-SBD-138-17.56 (Lat: 34.329417, Lng: -117.449028), Route carried "on" structure: State highway 138, Year Built: 2018, Status: Open, Structure Length: 7.60m (24.93ft), Average Daily Traffic: 4,500 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 7,000 (year 2040), Design Load: HL 93, Features Intersected: MINER'S SHACK CREEK
Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 17.560, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.0m (124.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54 1219, Location: 08-SBD-138-17.56 (Lat: 34.329417, Lng: -117.449028), Route carried "on" structure: State highway 138, Year Built: 2018, Status: Open, Structure Length: 7.60m (24.93ft), Average Daily Traffic: 4,500 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 7,000 (year 2040), Design Load: HL 93, Features Intersected: MINER'S SHACK CREEK
Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 17.560, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.0m (124.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 54C0453, Location: 2.4 MI N OF PHELAN RD (Lat: 34.461208, Lng: -117.450958), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 7,078 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 8,762 (year 2040), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: BALDY MESA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Local Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 46.7 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: 21.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 54C0453, Location: 2.4 MI N OF PHELAN RD (Lat: 34.461208, Lng: -117.450958), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 7,078 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 8,762 (year 2040), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: BALDY MESA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Local Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 46.7 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: 21.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 54C0495, Location: 0.6 MI E BALDY MESA RD (Lat: 34.456103, Lng: -117.440175), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 154 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 179 (year 2042), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: GOODWIN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Local Agency, Maintenance Responsibility: State Agenciy, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 55.1 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: 33.7 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: 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, Underwater Inspection Frequency: Every 72 months, Inspection Date: September 2021, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 54C0495, Location: 0.6 MI E BALDY MESA RD (Lat: 34.456103, Lng: -117.440175), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 154 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 179 (year 2042), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: GOODWIN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Local Agency, Maintenance Responsibility: State Agenciy, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 55.1 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: 33.7 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: 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, Underwater Inspection Frequency: Every 72 months, Inspection Date: September 2021, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 54C0683, Location: 2.7 MI W US 395 (Lat: 34.426386, Lng: -117.447144), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 7,048 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 9,559 (year 2044), Design Load: HS 20+Mod, Features Intersected: ANACONDA AVENUE DRAIN, Facility Carried by Structure: PHELAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 54C0683, Location: 2.7 MI W US 395 (Lat: 34.426386, Lng: -117.447144), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 7,048 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 9,559 (year 2044), Design Load: HS 20+Mod, Features Intersected: ANACONDA AVENUE DRAIN, Facility Carried by Structure: PHELAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Find on map >> Show street view
Structure Number: 54C0684, Location: 2.4 MI W US 395 (Lat: 34.426461, Lng: -117.441281), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 7,048 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 9,559 (year 2044), Design Load: HS 20+Mod, Features Intersected: BARKER ROAD DRAIN, Facility Carried by Structure: PHELAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 29.5m (96.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 54C0684, Location: 2.4 MI W US 395 (Lat: 34.426461, Lng: -117.441281), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 7,048 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 9,559 (year 2044), Design Load: HS 20+Mod, Features Intersected: BARKER ROAD DRAIN, Facility Carried by Structure: PHELAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 29.5m (96.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Find on map >> Show street view
Structure Number: 54C0685, Location: 2.0 MI W US 395 (Lat: 34.426464, Lng: -117.435086), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 7,048 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 9,688 (year 2044), Design Load: HS 20, Features Intersected: PHELAN ROAD, Facility Carried by Structure: PHELAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 30.2m (99.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022
Structure Number: 54C0685, Location: 2.0 MI W US 395 (Lat: 34.426464, Lng: -117.435086), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 7,048 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 9,688 (year 2044), Design Load: HS 20, Features Intersected: PHELAN ROAD, Facility Carried by Structure: PHELAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 30.2m (99.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022
Find on map >> Show street view
Structure Number: 54C0686, Location: 1.7 MI W US 395 (Lat: 34.426442, Lng: -117.428144), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 7,408 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 9,559 (year 2044), Design Load: HS 20, Features Intersected: DAISY ROAD DRAIN, Facility Carried by Structure: PHELAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 30.2m (99.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022
Structure Number: 54C0686, Location: 1.7 MI W US 395 (Lat: 34.426442, Lng: -117.428144), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 7,408 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 9,559 (year 2044), Design Load: HS 20, Features Intersected: DAISY ROAD DRAIN, Facility Carried by Structure: PHELAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 30.2m (99.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022
Find on map >> Show street view
Structure Number: 54C0687, Location: 1.1 MI W US 395 (Lat: 34.426511, Lng: -117.417664), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 7,048 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 9,559 (year 2044), Design Load: HS 20, Features Intersected: OAK HILL ST0RM DRAIN, Facility Carried by Structure: PHELAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 41.8m (137.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022
Structure Number: 54C0687, Location: 1.1 MI W US 395 (Lat: 34.426511, Lng: -117.417664), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 7,048 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 9,559 (year 2044), Design Load: HS 20, Features Intersected: OAK HILL ST0RM DRAIN, Facility Carried by Structure: PHELAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 41.8m (137.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022
Find on map >> Show street view
Structure Number: 54C0688, Location: 0.01 MI N PHELAN ROAD (Lat: 34.427297, Lng: -117.434292), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 21 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 29 (year 2044), Design Load: HS 20, Features Intersected: ASTER ROAD, Facility Carried by Structure: ASTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022
Structure Number: 54C0688, Location: 0.01 MI N PHELAN ROAD (Lat: 34.427297, Lng: -117.434292), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 21 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 29 (year 2044), Design Load: HS 20, Features Intersected: ASTER ROAD, Facility Carried by Structure: ASTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022