Bridge Statistics for Palmdale, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 61950-1959
- 211960-1969
- 231970-1979
- 21990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 56.3%Good
- 9.4%Satisfactory
- 28.1%Fair
- 6.3%Poor
- Bridge Condition - Superstructure
- 6.3%Very good
- 90.6%Good
- 3.1%Satisfactory
- Bridge Condition - Substructure
- 71.9%Good
- 3.1%Satisfactory
- 25.0%Fair
- Bridge Condition - Channel
- 36.0%Excellent
- 32.0%Very good
- 24.0%Good
- 8.0%Satisfactory
- Bridge Condition - Culverts
- 8.3%Very good
- 58.3%Good
- 16.7%Satisfactory
- 16.7%Fair
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Structure Number: 53 141, Location: 07-LA-405-44.74-LA (Lat: 34.235425, Lng: -118.472850), Route carried "on" structure: Interstate 405, Year Built: 1963, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 216,000 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 333,850 (year 2038), Design Load: HS 20, Features Intersected: NORDHOFF STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.740, Lanes on structure: 10, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 42.0m (137.8ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 42.0m (137.8ft), Out-to-Out Width: 43.0m (141.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 141, Location: 07-LA-405-44.74-LA (Lat: 34.235425, Lng: -118.472850), Route carried "on" structure: Interstate 405, Year Built: 1963, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 216,000 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 333,850 (year 2038), Design Load: HS 20, Features Intersected: NORDHOFF STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.740, Lanes on structure: 10, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 42.0m (137.8ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 42.0m (137.8ft), Out-to-Out Width: 43.0m (141.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1417, Location: 07-LA-014-R58.17 (Lat: 34.557722, Lng: -118.132242), Route carried "on" structure: State highway 14, Year Built: 1966, Year Reconstructed: 2006, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 84,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 185,046 (year 2041), Design Load: HS 20, Features Intersected: AVENUE "S"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.170, Lanes on structure: 7, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.3m (119.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 36.3m (119.1ft), Out-to-Out Width: 37.8m (124.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 53 1417, Location: 07-LA-014-R58.17 (Lat: 34.557722, Lng: -118.132242), Route carried "on" structure: State highway 14, Year Built: 1966, Year Reconstructed: 2006, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 84,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 185,046 (year 2041), Design Load: HS 20, Features Intersected: AVENUE "S"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.170, Lanes on structure: 7, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.3m (119.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 36.3m (119.1ft), Out-to-Out Width: 37.8m (124.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 53 1419, Location: 07-LA-014-R59.78-PMDL (Lat: 34.580964, Lng: -118.133525), Route carried "on" structure: State highway 14, Year Built: 1966, Year Reconstructed: 2006, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 84,000 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 192,510 (year 2041), Design Load: HS 20, Features Intersected: STATE RTE 138
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.780, Lanes on structure: 8, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.3m (119.1ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 36.3m (119.1ft), Out-to-Out Width: 37.8m (124.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 53 1419, Location: 07-LA-014-R59.78-PMDL (Lat: 34.580964, Lng: -118.133525), Route carried "on" structure: State highway 14, Year Built: 1966, Year Reconstructed: 2006, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 84,000 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 192,510 (year 2041), Design Load: HS 20, Features Intersected: STATE RTE 138
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.780, Lanes on structure: 8, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.3m (119.1ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 36.3m (119.1ft), Out-to-Out Width: 37.8m (124.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 53 1738, Location: 07-LA-014-R60.19-PMDL (Lat: 34.586964, Lng: -118.133686), Route carried "on" structure: State highway 14, Year Built: 1966, Year Reconstructed: 2006, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 89,000 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 192,510 (year 2041), Design Load: HS 20, Features Intersected: AVENUE Q
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.190, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 38.5m (126.3ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 38.5m (126.3ft), Out-to-Out Width: 40.0m (131.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 53 1738, Location: 07-LA-014-R60.19-PMDL (Lat: 34.586964, Lng: -118.133686), Route carried "on" structure: State highway 14, Year Built: 1966, Year Reconstructed: 2006, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 89,000 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 192,510 (year 2041), Design Load: HS 20, Features Intersected: AVENUE Q
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.190, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 38.5m (126.3ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 38.5m (126.3ft), Out-to-Out Width: 40.0m (131.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 53 1756, Location: 07-LA-014-R56.32 (Lat: 34.535119, Lng: -118.117647), Route carried "on" structure: State highway 14, Year Built: 1966, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 80,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 188,638 (year 2041), Design Load: HS 20, Features Intersected: COURSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.320, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 46.9m (153.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1756, Location: 07-LA-014-R56.32 (Lat: 34.535119, Lng: -118.117647), Route carried "on" structure: State highway 14, Year Built: 1966, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 80,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 188,638 (year 2041), Design Load: HS 20, Features Intersected: COURSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.320, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 46.9m (153.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1794, Location: 07-LA-014-R57.37 (Lat: 34.546033, Lng: -118.130739), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 13.53m (44.39ft), Average Daily Traffic: 800 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 1,179 (year 2041), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT,RT14, Facility Carried by Structure: BARREL SPRG RD OC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 46.3 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: 35.6 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: March 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1794, Location: 07-LA-014-R57.37 (Lat: 34.546033, Lng: -118.130739), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 13.53m (44.39ft), Average Daily Traffic: 800 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 1,179 (year 2041), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT,RT14, Facility Carried by Structure: BARREL SPRG RD OC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 46.3 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: 35.6 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: March 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1833, Location: 07-LA-014-R57.14 (Lat: 34.544058, Lng: -118.126817), Route carried "on" structure: State highway 14, Year Built: 1966, Year Reconstructed: 2006, Status: Open, Structure Length: 7.60m (24.93ft), Average Daily Traffic: 80,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 186,281 (year 2041), Design Load: HS 20+Mod, Features Intersected: CALIFORNIA AQUEDUCT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.140, Lanes on structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.3m (119.1ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 36.3m (119.1ft), Out-to-Out Width: 37.8m (124.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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, Waterway Adequacy: Equal 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: March 2021, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1833, Location: 07-LA-014-R57.14 (Lat: 34.544058, Lng: -118.126817), Route carried "on" structure: State highway 14, Year Built: 1966, Year Reconstructed: 2006, Status: Open, Structure Length: 7.60m (24.93ft), Average Daily Traffic: 80,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 186,281 (year 2041), Design Load: HS 20+Mod, Features Intersected: CALIFORNIA AQUEDUCT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.140, Lanes on structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.3m (119.1ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 36.3m (119.1ft), Out-to-Out Width: 37.8m (124.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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, Waterway Adequacy: Equal 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: March 2021, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2109, Location: 07-LA-014-R58.10 (Lat: 34.556156, Lng: -118.132092), Route carried "on" structure: State highway 14, Year Built: 1966, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 80,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 185,046 (year 2041), Features Intersected: AVENUE S DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.100, Lanes on structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 42.4m (139.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 42.4m (139.1ft), Out-to-Out Width: 68.9m (226.0ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 53 2109, Location: 07-LA-014-R58.10 (Lat: 34.556156, Lng: -118.132092), Route carried "on" structure: State highway 14, Year Built: 1966, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 80,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 185,046 (year 2041), Features Intersected: AVENUE S DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.100, Lanes on structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 42.4m (139.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 42.4m (139.1ft), Out-to-Out Width: 68.9m (226.0ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 53 2112, Location: 07-LA-138-44.36-PMDL (Lat: 34.579389, Lng: -118.117731), Route carried "on" structure: State highway 138, Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 23,500 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 65,097 (year 2042), Design Load: HS 20, Features Intersected: RAILROAD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.360, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 29.7m (97.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 53 2112, Location: 07-LA-138-44.36-PMDL (Lat: 34.579389, Lng: -118.117731), Route carried "on" structure: State highway 138, Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 23,500 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 65,097 (year 2042), Design Load: HS 20, Features Intersected: RAILROAD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.360, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 29.7m (97.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 53 2171, Location: 07-LA-014-R30.55 (Lat: 34.399958, Lng: -118.460508), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 2,500 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 2,680 (year 2041), Design Load: HS 20, Features Intersected: ROUTE 14, Facility Carried by Structure: CEDAR VALLEY WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 42.8m (140.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.0 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: 26.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2171, Location: 07-LA-014-R30.55 (Lat: 34.399958, Lng: -118.460508), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 2,500 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 2,680 (year 2041), Design Load: HS 20, Features Intersected: ROUTE 14, Facility Carried by Structure: CEDAR VALLEY WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 42.8m (140.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.0 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: 26.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2178L, Location: 07-LA-014-R60.70-PMDL (Lat: 34.594278, Lng: -118.134581), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.10m (13.45ft), Average Daily Traffic: 44,500 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 96,255 (year 2041), Design Load: HS 20, Features Intersected: TECHNOLOGY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.700, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.6m (133.2ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 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: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2178L, Location: 07-LA-014-R60.70-PMDL (Lat: 34.594278, Lng: -118.134581), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.10m (13.45ft), Average Daily Traffic: 44,500 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 96,255 (year 2041), Design Load: HS 20, Features Intersected: TECHNOLOGY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.700, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.6m (133.2ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 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: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2178R, Location: 07-LA-014-R60.70-PMDL (Lat: 34.594267, Lng: -118.134269), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.37m (14.34ft), Average Daily Traffic: 44,500 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 96,255 (year 2041), Design Load: HS 20, Features Intersected: TECHNOLOGY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.700, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.2m (141.7ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.6 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: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2178R, Location: 07-LA-014-R60.70-PMDL (Lat: 34.594267, Lng: -118.134269), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.37m (14.34ft), Average Daily Traffic: 44,500 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 96,255 (year 2041), Design Load: HS 20, Features Intersected: TECHNOLOGY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.700, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.2m (141.7ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.6 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: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2179, Location: 07-LA-014-R62.66 (Lat: 34.616444, Lng: -118.153692), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 700 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 1,030 (year 2041), Design Load: HS 20, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "O"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 37.6 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2179, Location: 07-LA-014-R62.66 (Lat: 34.616444, Lng: -118.153692), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 700 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 1,030 (year 2041), Design Load: HS 20, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "O"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 37.6 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2222, Location: 07-LA-014-R63.67 (Lat: 34.631044, Lng: -118.153617), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 4,900 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 7,211 (year 2041), Design Load: HS 20, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "N"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.8m (137.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.3m (7.5ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2222, Location: 07-LA-014-R63.67 (Lat: 34.631044, Lng: -118.153617), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 4,900 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 7,211 (year 2041), Design Load: HS 20, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "N"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.8m (137.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.3m (7.5ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2371, Location: 07-LA-091-R9.80-COM (Lat: 33.873797, Lng: -118.225019), Route carried "on" structure: State highway 91, Year Built: 1974, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 206,000 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 207,782 (year 2036), Design Load: HS 20, Features Intersected: ACACIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.800, Lanes on structure: 11, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 45.9m (150.6ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 45.9m (150.6ft), Out-to-Out Width: 48.8m (160.1ft)
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: 32.4 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2371, Location: 07-LA-091-R9.80-COM (Lat: 33.873797, Lng: -118.225019), Route carried "on" structure: State highway 91, Year Built: 1974, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 206,000 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 207,782 (year 2036), Design Load: HS 20, Features Intersected: ACACIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.800, Lanes on structure: 11, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 45.9m (150.6ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 45.9m (150.6ft), Out-to-Out Width: 48.8m (160.1ft)
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: 32.4 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2376L, Location: 07-LA-014-R61.37-PMDL (Lat: 34.601508, Lng: -118.142433), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 8.86m (29.07ft), Average Daily Traffic: 44,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 98,046 (year 2041), Design Load: HS 20, Features Intersected: RANCHO VISTA BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.370, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.0m (157.5ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.4 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: 50.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2376L, Location: 07-LA-014-R61.37-PMDL (Lat: 34.601508, Lng: -118.142433), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 8.86m (29.07ft), Average Daily Traffic: 44,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 98,046 (year 2041), Design Load: HS 20, Features Intersected: RANCHO VISTA BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.370, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.0m (157.5ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.4 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: 50.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2376R, Location: 07-LA-014-R61.37-PMDL (Lat: 34.601506, Lng: -118.142003), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 8.86m (29.07ft), Average Daily Traffic: 44,500 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 98,046 (year 2041), Design Load: HS 20, Features Intersected: RANCHO VISTA BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.370, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.0m (157.5ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.4 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: 50.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2376R, Location: 07-LA-014-R61.37-PMDL (Lat: 34.601506, Lng: -118.142003), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 8.86m (29.07ft), Average Daily Traffic: 44,500 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 98,046 (year 2041), Design Load: HS 20, Features Intersected: RANCHO VISTA BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.370, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.0m (157.5ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.4 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: 50.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2377L, Location: 07-LA-014-R61.53-PMDL (Lat: 34.602964, Lng: -118.144392), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.73m (15.52ft), Average Daily Traffic: 44,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 98,046 (year 2041), Design Load: HS 20, Features Intersected: S AMARGOSA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.530, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.7 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: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2377L, Location: 07-LA-014-R61.53-PMDL (Lat: 34.602964, Lng: -118.144392), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.73m (15.52ft), Average Daily Traffic: 44,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 98,046 (year 2041), Design Load: HS 20, Features Intersected: S AMARGOSA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.530, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.7 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: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2377R, Location: 07-LA-014-R61.53-PMDL (Lat: 34.603142, Lng: -118.144200), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.73m (15.52ft), Average Daily Traffic: 44,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 98,046 (year 2041), Design Load: HS 20, Features Intersected: S AMARGOSA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.530, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.7 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: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2377R, Location: 07-LA-014-R61.53-PMDL (Lat: 34.603142, Lng: -118.144200), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.73m (15.52ft), Average Daily Traffic: 44,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 98,046 (year 2041), Design Load: HS 20, Features Intersected: S AMARGOSA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.530, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.7 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: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2378L, Location: 07-LA-014-R61.77-PMDL (Lat: 34.605244, Lng: -118.147458), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 6.05m (19.85ft), Average Daily Traffic: 44,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 98,046 (year 2041), Design Load: HS 20, Features Intersected: 10TH STREET WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.770, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 81.3 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: 62.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2378L, Location: 07-LA-014-R61.77-PMDL (Lat: 34.605244, Lng: -118.147458), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 6.05m (19.85ft), Average Daily Traffic: 44,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 98,046 (year 2041), Design Load: HS 20, Features Intersected: 10TH STREET WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.770, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 81.3 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: 62.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2378R, Location: 07-LA-014-R61.77-PMDL (Lat: 34.605647, Lng: -118.147464), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 6.05m (19.85ft), Average Daily Traffic: 44,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 98,046 (year 2041), Design Load: HS 20, Features Intersected: 10TH STREET WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.770, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.2m (66.3ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2378R, Location: 07-LA-014-R61.77-PMDL (Lat: 34.605647, Lng: -118.147464), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 6.05m (19.85ft), Average Daily Traffic: 44,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 98,046 (year 2041), Design Load: HS 20, Features Intersected: 10TH STREET WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.770, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.2m (66.3ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2379L, Location: 07-LA-014-R62.12-PMDL (Lat: 34.608989, Lng: -118.151897), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.62m (15.16ft), Average Daily Traffic: 44,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 98,046 (year 2041), Design Load: HS 20, Features Intersected: AVENUE "O-8"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.120, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 57.0 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: 36.0 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2379L, Location: 07-LA-014-R62.12-PMDL (Lat: 34.608989, Lng: -118.151897), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.62m (15.16ft), Average Daily Traffic: 44,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 98,046 (year 2041), Design Load: HS 20, Features Intersected: AVENUE "O-8"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.120, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 57.0 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: 36.0 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2379R, Location: 07-LA-014-R62.12-PMDL (Lat: 34.608997, Lng: -118.151528), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.44m (14.57ft), Average Daily Traffic: 44,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 98,046 (year 2041), Design Load: HS 20, Features Intersected: AVENUE "O-8"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.120, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 60.3 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: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2379R, Location: 07-LA-014-R62.12-PMDL (Lat: 34.608997, Lng: -118.151528), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.44m (14.57ft), Average Daily Traffic: 44,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 98,046 (year 2041), Design Load: HS 20, Features Intersected: AVENUE "O-8"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.120, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 60.3 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: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2604, Location: 07-LA-014-R61.00-PMDL (Lat: 34.597836, Lng: -118.137128), Route carried "on" structure: State highway 14, Year Built: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 89,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 194,791 (year 2041), Design Load: HS 20, Features Intersected: AVENUE P DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.000, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.2m (102.4ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 31.2m (102.4ft), Out-to-Out Width: 55.0m (180.4ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019
Structure Number: 53 2604, Location: 07-LA-014-R61.00-PMDL (Lat: 34.597836, Lng: -118.137128), Route carried "on" structure: State highway 14, Year Built: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 89,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 194,791 (year 2041), Design Load: HS 20, Features Intersected: AVENUE P DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.000, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.2m (102.4ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 31.2m (102.4ft), Out-to-Out Width: 55.0m (180.4ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019
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Structure Number: 53 2605, Location: 07-LA-014-R61.90-PMDL (Lat: 34.606525, Lng: -118.148731), Route carried "on" structure: State highway 14, Year Built: 1970, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 89,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 194,791 (year 2041), Design Load: HS 20, Features Intersected: 10TH STREET DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.900, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 81.7m (268.0ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019
Structure Number: 53 2605, Location: 07-LA-014-R61.90-PMDL (Lat: 34.606525, Lng: -118.148731), Route carried "on" structure: State highway 14, Year Built: 1970, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 89,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 194,791 (year 2041), Design Load: HS 20, Features Intersected: 10TH STREET DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.900, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 81.7m (268.0ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019
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Structure Number: 53C0483, Location: 2.0MI N/O SR-14 FWY (Lat: 34.527886, Lng: -118.092261), Route carried "on" structure: County highway Q007, Year Built: 1959, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 40,280 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 48,336 (year 2041), Design Load: HS 20, Features Intersected: SPRR, Facility Carried by Structure: PEARBLOSSOM HWY
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53C0483, Location: 2.0MI N/O SR-14 FWY (Lat: 34.527886, Lng: -118.092261), Route carried "on" structure: County highway Q007, Year Built: 1959, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 40,280 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 48,336 (year 2041), Design Load: HS 20, Features Intersected: SPRR, Facility Carried by Structure: PEARBLOSSOM HWY
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C0812, Location: 3MI N/O ELIZ LK RD (Lat: 34.620069, Lng: -118.233397), Route carried "on" structure: City street W490, Year Built: 1968, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 4,242 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 4,666 (year 2040), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: GODDE HILL RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal 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: July 2020, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53C0812, Location: 3MI N/O ELIZ LK RD (Lat: 34.620069, Lng: -118.233397), Route carried "on" structure: City street W490, Year Built: 1968, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 4,242 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 4,666 (year 2040), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: GODDE HILL RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal 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: July 2020, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C1498, Location: 0.9MI W/O SR-14 FWY (Lat: 34.557911, Lng: -118.147472), Route carried "on" structure: County highway Q008, Year Built: 1968, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 918 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,010 (year 2040), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: AVE S
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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 48 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: May 2020, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53C1498, Location: 0.9MI W/O SR-14 FWY (Lat: 34.557911, Lng: -118.147472), Route carried "on" structure: County highway Q008, Year Built: 1968, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 918 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,010 (year 2040), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: AVE S
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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 48 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: May 2020, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C1499, Location: 0.5MI S/O AVE S (Lat: 34.553736, Lng: -118.141194), Route carried "on" structure: County highway Q0207, Year Built: 1968, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 1,996 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 2,196 (year 2040), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: TIERRA SUBIDA AVE
Minimum Vertical Clearance: 30.47m (99.97ft), 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: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: June 2020, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53C1499, Location: 0.5MI S/O AVE S (Lat: 34.553736, Lng: -118.141194), Route carried "on" structure: County highway Q0207, Year Built: 1968, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 1,996 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 2,196 (year 2040), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: TIERRA SUBIDA AVE
Minimum Vertical Clearance: 30.47m (99.97ft), 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: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: June 2020, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C15, Location: 0.5MI E/O SR-138 HWY (Lat: 34.532453, Lng: -118.076197), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 1,616 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 1,778 (year 2041), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: BARREL SPRINGS RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 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: Equal 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: October 2021, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53C15, Location: 0.5MI E/O SR-138 HWY (Lat: 34.532453, Lng: -118.076197), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 1,616 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 1,778 (year 2041), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: BARREL SPRINGS RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 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: Equal 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: October 2021, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C1501, Location: 0.8MI S/O SR-138 HWY (Lat: 34.532264, Lng: -118.058361), Route carried "on" structure: County highway Q046, Year Built: 1968, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 7,645 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 8,791 (year 2041), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: 40TH ST E
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Excellent, 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: High priority of replacement, 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: July 2021, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53C1501, Location: 0.8MI S/O SR-138 HWY (Lat: 34.532264, Lng: -118.058361), Route carried "on" structure: County highway Q046, Year Built: 1968, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 7,645 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 8,791 (year 2041), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: 40TH ST E
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Excellent, 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: High priority of replacement, 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: July 2021, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C1502, Location: 0.8MI S/O SR-138 HWY (Lat: 34.530103, Lng: -118.045178), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 1,012 (year 2012), Average Future Daily Traffic: 1,113 (year 2041), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: 47TH STREET E
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: May 2020, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53C1502, Location: 0.8MI S/O SR-138 HWY (Lat: 34.530103, Lng: -118.045178), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 1,012 (year 2012), Average Future Daily Traffic: 1,113 (year 2041), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: 47TH STREET E
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: May 2020, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C1503, Location: 1.5MI S/O SR-138 HWY (Lat: 34.527239, Lng: -118.027578), Route carried "on" structure: County highway WP85, Year Built: 1968, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 918 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,010 (year 2040), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: CHESEBORO RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: July 2020, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53C1503, Location: 1.5MI S/O SR-138 HWY (Lat: 34.527239, Lng: -118.027578), Route carried "on" structure: County highway WP85, Year Built: 1968, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 918 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,010 (year 2040), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: CHESEBORO RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: July 2020, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C1695, Location: 0.2MI S/O AVE N (Lat: 34.631486, Lng: -118.253564), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 1,122 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 1,234 (year 2040), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: 70TH ST W
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53C1695, Location: 0.2MI S/O AVE N (Lat: 34.631486, Lng: -118.253564), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 1,122 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 1,234 (year 2040), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: 70TH ST W
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C1817, Location: 0.1MI S/O RNCHO VSTA BL (Lat: 34.600892, Lng: -118.147519), Route carried "on" structure: City street Q002, Year Built: 1991, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 38,480 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 46,176 (year 2040), Design Load: HS 20, Features Intersected: AMARGOSA CRK, Facility Carried by Structure: 10TH ST W
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.9m (81.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 24.8m (81.4ft), Out-to-Out Width: 29.1m (95.5ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 53C1817, Location: 0.1MI S/O RNCHO VSTA BL (Lat: 34.600892, Lng: -118.147519), Route carried "on" structure: City street Q002, Year Built: 1991, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 38,480 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 46,176 (year 2040), Design Load: HS 20, Features Intersected: AMARGOSA CRK, Facility Carried by Structure: 10TH ST W
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.9m (81.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 24.8m (81.4ft), Out-to-Out Width: 29.1m (95.5ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
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Structure Number: 53C2016, Location: 4.8MI E/O BOUQUET CN RD (Lat: 34.587119, Lng: -118.197467), Route carried "on" structure: City street Q011, Year Built: 1997, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 15,300 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 18,360 (year 2040), Features Intersected: AMARGOSA CRK, Facility Carried by Structure: ELIZABETH LAKE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.1m (49.5ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 32.6m (107.0ft)
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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 53C2016, Location: 4.8MI E/O BOUQUET CN RD (Lat: 34.587119, Lng: -118.197467), Route carried "on" structure: City street Q011, Year Built: 1997, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 15,300 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 18,360 (year 2040), Features Intersected: AMARGOSA CRK, Facility Carried by Structure: ELIZABETH LAKE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.1m (49.5ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 32.6m (107.0ft)
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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
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Structure Number: 53C2042, Location: 0.5MI W/O 82ND ST E (Lat: 34.542792, Lng: -117.988294), Route carried "on" structure: County highway Q007, Year Built: 2000, Status: Open, Structure Length: 7.24m (23.75ft), Average Daily Traffic: 13,905 (year 2012), Truck Traffic: 30%, Average Future Daily Traffic: 15,991 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE ROCK CRK, Facility Carried by Structure: AVE T
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53C2042, Location: 0.5MI W/O 82ND ST E (Lat: 34.542792, Lng: -117.988294), Route carried "on" structure: County highway Q007, Year Built: 2000, Status: Open, Structure Length: 7.24m (23.75ft), Average Daily Traffic: 13,905 (year 2012), Truck Traffic: 30%, Average Future Daily Traffic: 15,991 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE ROCK CRK, Facility Carried by Structure: AVE T
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C2182R, Location: 2MI E/O SIERRA HWY (Lat: 34.558269, Lng: -118.096625), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 8.86m (29.07ft), Average Daily Traffic: 28,154 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 33,784 (year 2040), Design Load: HS 20+Mod, Features Intersected: RR, Facility Carried by Structure: AVE S E
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.5m (139.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.6m (11.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 91.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 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, Underclear: Meets minimum limits, 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: 53C2182R, Location: 2MI E/O SIERRA HWY (Lat: 34.558269, Lng: -118.096625), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 8.86m (29.07ft), Average Daily Traffic: 28,154 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 33,784 (year 2040), Design Load: HS 20+Mod, Features Intersected: RR, Facility Carried by Structure: AVE S E
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.5m (139.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.6m (11.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 91.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 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, Underclear: Meets minimum limits, 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
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Structure Number: 53C2287, Location: 0.5MI E/O 10TH ST W (Lat: 34.616336, Lng: -118.138942), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 7,171 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 8,247 (year 2040), Features Intersected: AMARGOSA CRK, Facility Carried by Structure: AVE O
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Channel: Excellent, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 53C2287, Location: 0.5MI E/O 10TH ST W (Lat: 34.616336, Lng: -118.138942), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 7,171 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 8,247 (year 2040), Features Intersected: AMARGOSA CRK, Facility Carried by Structure: AVE O
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Channel: Excellent, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
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Structure Number: AF69TTQK0012011, Location: Site 1 South Entrance int (Lat: 34.636028, Lng: -118.102328), Route carried "on" structure: Other road , Year Built: 1954, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 40 (year 2017), Average Future Daily Traffic: 48 (year 2037), Features Intersected: ANAVERDE CREEK, Facility Carried by Structure: SITE 1 SOUTH ACCES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Air Force, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.0m (6.6ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Total Project Cost: $23,000 ( Estimate for 2017)
Structure Number: AF69TTQK0012011, Location: Site 1 South Entrance int (Lat: 34.636028, Lng: -118.102328), Route carried "on" structure: Other road , Year Built: 1954, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 40 (year 2017), Average Future Daily Traffic: 48 (year 2037), Features Intersected: ANAVERDE CREEK, Facility Carried by Structure: SITE 1 SOUTH ACCES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Air Force, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.0m (6.6ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Total Project Cost: $23,000 ( Estimate for 2017)
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Structure Number: AF69TTQK0012012, Location: Site 1 North Entrance int (Lat: 34.638306, Lng: -118.102311), Route carried "on" structure: ServiceOther road , Year Built: 1954, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 40 (year 2017), Average Future Daily Traffic: 48 (year 2037), Features Intersected: ANAVERDE CREEK, Facility Carried by Structure: SITE 1 NORTH ACCES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Air Force, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.0m (6.6ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $2,000, Total Project Cost: $30,000 ( Estimate for 2017)
Structure Number: AF69TTQK0012012, Location: Site 1 North Entrance int (Lat: 34.638306, Lng: -118.102311), Route carried "on" structure: ServiceOther road , Year Built: 1954, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 40 (year 2017), Average Future Daily Traffic: 48 (year 2037), Features Intersected: ANAVERDE CREEK, Facility Carried by Structure: SITE 1 NORTH ACCES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Air Force, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.0m (6.6ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $2,000, Total Project Cost: $30,000 ( Estimate for 2017)