Bridge Statistics for Temescal Valley, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 31Number of bridges
- 472ft / 144mTotal length
- 1,492,952Total average daily traffic
- 144,038Total average daily truck traffic
- 2,404,622Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Temescal Valley
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 41960-1969
- 101970-1979
- 121980-1989
- 11990-1999
- 32000-2009
- Bridge Condition - Deck
- 96.7%Good
- 3.3%Poor
- Bridge Condition - Superstructure
- 73.3%Good
- 23.3%Fair
- 3.3%Poor
- Bridge Condition - Substructure
- 66.7%Good
- 33.3%Fair
- Bridge Condition - Channel
- 15.8%Excellent
- 52.6%Very good
- 10.5%Good
- 10.5%Satisfactory
- 10.5%Fair
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Structure Number: 56 0541L, Location: 08-RIV-015-35.64 (Lat: 33.806819, Lng: -117.507447), Route carried "on" structure: Interstate 15, Year Built: 1966, Year Reconstructed: 1987, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 73,000 (year 2012), Average Future Daily Traffic: 107,271 (year 2042), Design Load: HS 20, Features Intersected: WEIRICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.640, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.3m (50.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0541L, Location: 08-RIV-015-35.64 (Lat: 33.806819, Lng: -117.507447), Route carried "on" structure: Interstate 15, Year Built: 1966, Year Reconstructed: 1987, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 73,000 (year 2012), Average Future Daily Traffic: 107,271 (year 2042), Design Load: HS 20, Features Intersected: WEIRICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.640, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.3m (50.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0541R, Location: 08-RIV-015-35.64 (Lat: 33.806911, Lng: -117.507097), Route carried "on" structure: Interstate 15, Year Built: 1966, Year Reconstructed: 1987, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 73,000 (year 2012), Average Future Daily Traffic: 107,271 (year 2042), Design Load: HS 20, Features Intersected: WEIRICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.640, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.3m (50.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0541R, Location: 08-RIV-015-35.64 (Lat: 33.806911, Lng: -117.507097), Route carried "on" structure: Interstate 15, Year Built: 1966, Year Reconstructed: 1987, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 73,000 (year 2012), Average Future Daily Traffic: 107,271 (year 2042), Design Load: HS 20, Features Intersected: WEIRICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.640, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.3m (50.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0542L, Location: 08-RIV-015-33.25 (Lat: 33.776511, Lng: -117.487233), Route carried "on" structure: Interstate 15, Year Built: 1979, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 102,884 (year 2042), Design Load: HS 20+Mod, Features Intersected: TEMESCAL CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.250, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), 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: 44.5m (146.0ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0542L, Location: 08-RIV-015-33.25 (Lat: 33.776511, Lng: -117.487233), Route carried "on" structure: Interstate 15, Year Built: 1979, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 102,884 (year 2042), Design Load: HS 20+Mod, Features Intersected: TEMESCAL CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.250, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), 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: 44.5m (146.0ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0542R, Location: 08-RIV-015-33.25 (Lat: 33.776803, Lng: -117.486967), Route carried "on" structure: Interstate 15, Year Built: 1979, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 102,884 (year 2042), Design Load: HS 20+Mod, Features Intersected: TEMESCAL CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.250, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), 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: 44.5m (146.0ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0542R, Location: 08-RIV-015-33.25 (Lat: 33.776803, Lng: -117.486967), Route carried "on" structure: Interstate 15, Year Built: 1979, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 102,884 (year 2042), Design Load: HS 20+Mod, Features Intersected: TEMESCAL CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.250, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), 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: 44.5m (146.0ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0543L, Location: 08-RIV-015-32.96 (Lat: 33.772742, Lng: -117.484908), Route carried "on" structure: Interstate 15, Year Built: 1979, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 102,884 (year 2042), Design Load: HS 20+Mod, Features Intersected: COLDWATER WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.960, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0543L, Location: 08-RIV-015-32.96 (Lat: 33.772742, Lng: -117.484908), Route carried "on" structure: Interstate 15, Year Built: 1979, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 102,884 (year 2042), Design Load: HS 20+Mod, Features Intersected: COLDWATER WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.960, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0543R, Location: 08-RIV-015-32.96 (Lat: 33.773125, Lng: -117.484725), Route carried "on" structure: Interstate 15, Year Built: 1979, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 102,884 (year 2042), Design Load: HS 20+Mod, Features Intersected: COLDWATER WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.960, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.8m (117.5ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0543R, Location: 08-RIV-015-32.96 (Lat: 33.773125, Lng: -117.484725), Route carried "on" structure: Interstate 15, Year Built: 1979, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 102,884 (year 2042), Design Load: HS 20+Mod, Features Intersected: COLDWATER WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.960, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.8m (117.5ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0559L, Location: 08-RIV-015-34.72 (Lat: 33.794922, Lng: -117.500222), Route carried "on" structure: Interstate 15, Year Built: 1966, Year Reconstructed: 1987, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 73,000 (year 2012), Average Future Daily Traffic: 107,271 (year 2042), Design Load: HS 20, Features Intersected: BROWN CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.720, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.3m (50.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Fair, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0559L, Location: 08-RIV-015-34.72 (Lat: 33.794922, Lng: -117.500222), Route carried "on" structure: Interstate 15, Year Built: 1966, Year Reconstructed: 1987, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 73,000 (year 2012), Average Future Daily Traffic: 107,271 (year 2042), Design Load: HS 20, Features Intersected: BROWN CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.720, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.3m (50.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Fair, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0559R, Location: 08-RIV-015-34.72 (Lat: 33.795094, Lng: -117.499922), Route carried "on" structure: Interstate 15, Year Built: 1966, Year Reconstructed: 1987, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 73,000 (year 2012), Average Future Daily Traffic: 107,271 (year 2042), Design Load: HS 20, Features Intersected: BROWN CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.720, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.3m (50.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Excellent, Operating Rating: 70.0 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0559R, Location: 08-RIV-015-34.72 (Lat: 33.795094, Lng: -117.499922), Route carried "on" structure: Interstate 15, Year Built: 1966, Year Reconstructed: 1987, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 73,000 (year 2012), Average Future Daily Traffic: 107,271 (year 2042), Design Load: HS 20, Features Intersected: BROWN CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.720, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.3m (50.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Excellent, Operating Rating: 70.0 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0674L, Location: 08-RIV-015-31.97 (Lat: 33.762500, Lng: -117.473064), Route carried "on" structure: Interstate 15, Year Built: 1979, Status: Open, Structure Length: 4.49m (14.73ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 102,884 (year 2042), Design Load: HS 20+Mod, Features Intersected: MAYHEW WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.970, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.9m (147.3ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0674L, Location: 08-RIV-015-31.97 (Lat: 33.762500, Lng: -117.473064), Route carried "on" structure: Interstate 15, Year Built: 1979, Status: Open, Structure Length: 4.49m (14.73ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 102,884 (year 2042), Design Load: HS 20+Mod, Features Intersected: MAYHEW WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.970, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.9m (147.3ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0674R, Location: 08-RIV-015-31.97 (Lat: 33.762681, Lng: -117.472692), Route carried "on" structure: Interstate 15, Year Built: 1979, Status: Open, Structure Length: 4.64m (15.22ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 102,884 (year 2042), Design Load: HS 20+Mod, Features Intersected: MAYHEW WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.970, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.4m (152.2ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0674R, Location: 08-RIV-015-31.97 (Lat: 33.762681, Lng: -117.472692), Route carried "on" structure: Interstate 15, Year Built: 1979, Status: Open, Structure Length: 4.64m (15.22ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 102,884 (year 2042), Design Load: HS 20+Mod, Features Intersected: MAYHEW WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.970, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.4m (152.2ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0675L, Location: 08-RIV-015-31.90 (Lat: 33.761939, Lng: -117.472106), Route carried "on" structure: Interstate 15, Year Built: 1979, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 102,884 (year 2042), Design Load: HS 20+Mod, Features Intersected: TEMESCAL CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.900, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), 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: 50.0m (164.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.3 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: 48.0 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0675L, Location: 08-RIV-015-31.90 (Lat: 33.761939, Lng: -117.472106), Route carried "on" structure: Interstate 15, Year Built: 1979, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 102,884 (year 2042), Design Load: HS 20+Mod, Features Intersected: TEMESCAL CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.900, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), 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: 50.0m (164.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.3 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: 48.0 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0675R, Location: 08-RIV-015-31.90 (Lat: 33.762081, Lng: -117.471633), Route carried "on" structure: Interstate 15, Year Built: 1979, Status: Open, Structure Length: 5.26m (17.26ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 102,884 (year 2042), Design Load: HS 20+Mod, Features Intersected: TEMESCAL CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.900, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), 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: 52.6m (172.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 49.6 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0675R, Location: 08-RIV-015-31.90 (Lat: 33.762081, Lng: -117.471633), Route carried "on" structure: Interstate 15, Year Built: 1979, Status: Open, Structure Length: 5.26m (17.26ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 102,884 (year 2042), Design Load: HS 20+Mod, Features Intersected: TEMESCAL CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.900, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), 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: 52.6m (172.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 49.6 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0676L, Location: 08-RIV-015-30.40 (Lat: 33.748536, Lng: -117.452344), Route carried "on" structure: Interstate 15, Year Built: 1979, Status: Open, Structure Length: 4.14m (13.58ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 104,959 (year 2042), Design Load: HS 20+Mod, Features Intersected: INDIAN TRUCK TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.400, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.4m (135.8ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0676L, Location: 08-RIV-015-30.40 (Lat: 33.748536, Lng: -117.452344), Route carried "on" structure: Interstate 15, Year Built: 1979, Status: Open, Structure Length: 4.14m (13.58ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 104,959 (year 2042), Design Load: HS 20+Mod, Features Intersected: INDIAN TRUCK TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.400, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.4m (135.8ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0676R, Location: 08-RIV-015-30.40 (Lat: 33.748708, Lng: -117.451975), Route carried "on" structure: Interstate 15, Year Built: 1979, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 104,959 (year 2042), Design Load: HS 20+Mod, Features Intersected: INDIAN TRUCK TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.400, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0676R, Location: 08-RIV-015-30.40 (Lat: 33.748708, Lng: -117.451975), Route carried "on" structure: Interstate 15, Year Built: 1979, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 104,959 (year 2042), Design Load: HS 20+Mod, Features Intersected: INDIAN TRUCK TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.400, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0677L, Location: 08-RIV-015-30.09 (Lat: 33.746100, Lng: -117.447681), Route carried "on" structure: Interstate 15, Year Built: 1980, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 104,959 (year 2042), Design Load: HS 20+Mod, Features Intersected: INDIAN WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.090, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), 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: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0677L, Location: 08-RIV-015-30.09 (Lat: 33.746100, Lng: -117.447681), Route carried "on" structure: Interstate 15, Year Built: 1980, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 104,959 (year 2042), Design Load: HS 20+Mod, Features Intersected: INDIAN WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.090, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), 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: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0677R, Location: 08-RIV-015-30.09 (Lat: 33.746456, Lng: -117.447636), Route carried "on" structure: Interstate 15, Year Built: 1980, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 104,959 (year 2042), Design Load: HS 20+Mod, Features Intersected: INDIAN WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.090, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), 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: 41.5m (136.2ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0677R, Location: 08-RIV-015-30.09 (Lat: 33.746456, Lng: -117.447636), Route carried "on" structure: Interstate 15, Year Built: 1980, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 60,500 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 104,959 (year 2042), Design Load: HS 20+Mod, Features Intersected: INDIAN WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.090, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), 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: 41.5m (136.2ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0678L, Location: 08-RIV-015-29.13 (Lat: 33.741147, Lng: -117.432247), Route carried "on" structure: Interstate 15, Year Built: 1980, Status: Open, Structure Length: 3.82m (12.53ft), Average Daily Traffic: 61,000 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 97,518 (year 2042), Design Load: HS 20+Mod, Features Intersected: HORSETHIEF CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.130, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), 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: 38.2m (125.3ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0678L, Location: 08-RIV-015-29.13 (Lat: 33.741147, Lng: -117.432247), Route carried "on" structure: Interstate 15, Year Built: 1980, Status: Open, Structure Length: 3.82m (12.53ft), Average Daily Traffic: 61,000 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 97,518 (year 2042), Design Load: HS 20+Mod, Features Intersected: HORSETHIEF CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.130, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), 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: 38.2m (125.3ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0678R, Location: 08-RIV-015-29.13 (Lat: 33.741492, Lng: -117.432242), Route carried "on" structure: Interstate 15, Year Built: 1980, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 61,000 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 97,518 (year 2042), Design Load: HS 20+Mod, Features Intersected: HORSETHIEF CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.130, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), 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: 41.1m (134.8ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0678R, Location: 08-RIV-015-29.13 (Lat: 33.741492, Lng: -117.432242), Route carried "on" structure: Interstate 15, Year Built: 1980, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 61,000 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 97,518 (year 2042), Design Load: HS 20+Mod, Features Intersected: HORSETHIEF CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.130, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), 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: 41.1m (134.8ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0679L, Location: 08-RIV-015-28.87 (Lat: 33.739239, Lng: -117.428344), Route carried "on" structure: Interstate 15, Year Built: 1980, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 61,000 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 97,518 (year 2042), Design Load: HS 20+Mod, Features Intersected: HORSETHIEF CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.870, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0679L, Location: 08-RIV-015-28.87 (Lat: 33.739239, Lng: -117.428344), Route carried "on" structure: Interstate 15, Year Built: 1980, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 61,000 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 97,518 (year 2042), Design Load: HS 20+Mod, Features Intersected: HORSETHIEF CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.870, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0679R, Location: 08-RIV-015-28.87 (Lat: 33.739533, Lng: -117.428164), Route carried "on" structure: Interstate 15, Year Built: 1980, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 61,000 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 97,518 (year 2042), Design Load: HS 20+Mod, Features Intersected: HORSETHIEF CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.870, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0679R, Location: 08-RIV-015-28.87 (Lat: 33.739533, Lng: -117.428164), Route carried "on" structure: Interstate 15, Year Built: 1980, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 61,000 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 97,518 (year 2042), Design Load: HS 20+Mod, Features Intersected: HORSETHIEF CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.870, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0680R, Location: 08-RIV-015-28.04 (Lat: 33.733650, Lng: -117.416244), Route carried "on" structure: Interstate 15, Year Built: 1980, Status: Open, Structure Length: 11.54m (37.86ft), Average Daily Traffic: 61,000 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 97,518 (year 2042), Design Load: HS 20+Mod, Features Intersected: TEMESCAL WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.040, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0680R, Location: 08-RIV-015-28.04 (Lat: 33.733650, Lng: -117.416244), Route carried "on" structure: Interstate 15, Year Built: 1980, Status: Open, Structure Length: 11.54m (37.86ft), Average Daily Traffic: 61,000 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 97,518 (year 2042), Design Load: HS 20+Mod, Features Intersected: TEMESCAL WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.040, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0681L, Location: 08-RIV-015-27.78 (Lat: 33.733275, Lng: -117.411647), Route carried "on" structure: Interstate 15, Year Built: 1980, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 61,000 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 95,590 (year 2042), Design Load: HS 20+Mod, Features Intersected: TEMESCAL CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.780, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.0m (150.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0681L, Location: 08-RIV-015-27.78 (Lat: 33.733275, Lng: -117.411647), Route carried "on" structure: Interstate 15, Year Built: 1980, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 61,000 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 95,590 (year 2042), Design Load: HS 20+Mod, Features Intersected: TEMESCAL CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.780, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.0m (150.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0681R, Location: 08-RIV-015-27.80 (Lat: 33.733586, Lng: -117.412292), Route carried "on" structure: Interstate 15, Year Built: 1980, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 61,000 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 97,518 (year 2042), Design Load: HS 20+Mod, Features Intersected: TEMESCAL CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.800, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.0m (150.9ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0681R, Location: 08-RIV-015-27.80 (Lat: 33.733586, Lng: -117.412292), Route carried "on" structure: Interstate 15, Year Built: 1980, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 61,000 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 97,518 (year 2042), Design Load: HS 20+Mod, Features Intersected: TEMESCAL CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.800, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.0m (150.9ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C0135, Location: 1.4 MI. S/O INDIAN TRUCK (Lat: 33.740786, Lng: -117.432642), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 12,352 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 10,000 (year 2041), Design Load: HS 20+Mod, Features Intersected: HORSETHIEF WASH, Facility Carried by Structure: DE PALMA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 34.4m (112.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56C0135, Location: 1.4 MI. S/O INDIAN TRUCK (Lat: 33.740786, Lng: -117.432642), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 12,352 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 10,000 (year 2041), Design Load: HS 20+Mod, Features Intersected: HORSETHIEF WASH, Facility Carried by Structure: DE PALMA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 34.4m (112.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C0136, Location: 0.4 MI. S/O INDIAN TRUCK (Lat: 33.745764, Lng: -117.448083), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 12,352 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 10,000 (year 2041), Design Load: HS 20+Mod, Features Intersected: INDIAN WASH, Facility Carried by Structure: DE PALMA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 34.7m (113.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56C0136, Location: 0.4 MI. S/O INDIAN TRUCK (Lat: 33.745764, Lng: -117.448083), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 12,352 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 10,000 (year 2041), Design Load: HS 20+Mod, Features Intersected: INDIAN WASH, Facility Carried by Structure: DE PALMA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 34.7m (113.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C0308, Location: 0.2 MI. E/O INDIAN TRUCK (Lat: 33.748372, Lng: -117.446850), Route carried "on" structure: County highway , Year Built: 1941, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,498 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,896 (year 2041), Features Intersected: INDIAN WASH, Facility Carried by Structure: TEMESCAL CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56C0308, Location: 0.2 MI. E/O INDIAN TRUCK (Lat: 33.748372, Lng: -117.446850), Route carried "on" structure: County highway , Year Built: 1941, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,498 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,896 (year 2041), Features Intersected: INDIAN WASH, Facility Carried by Structure: TEMESCAL CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56C0382, Location: 0.2 MI. NE/O TEMESCAL CYN (Lat: 33.784331, Lng: -117.486575), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 5.45m (17.88ft), Average Daily Traffic: 2,800 (year 2018), Truck Traffic: 80%, Average Future Daily Traffic: 4,150 (year 2041), Design Load: HS 20, Features Intersected: TEMESCAL WASH, Facility Carried by Structure: DAWSON CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.7m (38.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.45m (17.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,552,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56C0382, Location: 0.2 MI. NE/O TEMESCAL CYN (Lat: 33.784331, Lng: -117.486575), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 5.45m (17.88ft), Average Daily Traffic: 2,800 (year 2018), Truck Traffic: 80%, Average Future Daily Traffic: 4,150 (year 2041), Design Load: HS 20, Features Intersected: TEMESCAL WASH, Facility Carried by Structure: DAWSON CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.7m (38.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.45m (17.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,552,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C0425, Location: 1.0 MI. S/O WEIRICK ROAD (Lat: 33.794869, Lng: -117.500511), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 13,832 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 18,671 (year 2036), Features Intersected: BROWN CANYON CHANNEL, Facility Carried by Structure: KNABE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.3m (73.2ft)
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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56C0425, Location: 1.0 MI. S/O WEIRICK ROAD (Lat: 33.794869, Lng: -117.500511), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 13,832 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 18,671 (year 2036), Features Intersected: BROWN CANYON CHANNEL, Facility Carried by Structure: KNABE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.3m (73.2ft)
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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56C0507, Location: 0.2 MI. W/O KNABE ROAD (Lat: 33.787444, Lng: -117.503178), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,441 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,081 (year 2036), Design Load: HS 20+Mod, Features Intersected: BROWN CANYON CHANNEL, Facility Carried by Structure: CLAY CANYON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56C0507, Location: 0.2 MI. W/O KNABE ROAD (Lat: 33.787444, Lng: -117.503178), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,441 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,081 (year 2036), Design Load: HS 20+Mod, Features Intersected: BROWN CANYON CHANNEL, Facility Carried by Structure: CLAY CANYON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C0508, Location: 0.5 MI. W/O KNABE ROAD (Lat: 33.784750, Lng: -117.505761), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 1,455 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,081 (year 2036), Design Load: HS 20, Features Intersected: BROWN CANYON CHANNEL, Facility Carried by Structure: CLAY CANYON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal 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: September 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56C0508, Location: 0.5 MI. W/O KNABE ROAD (Lat: 33.784750, Lng: -117.505761), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 1,455 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,081 (year 2036), Design Load: HS 20, Features Intersected: BROWN CANYON CHANNEL, Facility Carried by Structure: CLAY CANYON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal 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: September 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C0525, Location: 0.10 MI. E/O TEMESCAL CYN (Lat: 33.768375, Lng: -117.486325), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 1,222 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,053 (year 2041), Design Load: HS 20+Mod, Features Intersected: TEMESCAL WASH, Facility Carried by Structure: SQUAW MOUNTAIN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.7m (74.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56C0525, Location: 0.10 MI. E/O TEMESCAL CYN (Lat: 33.768375, Lng: -117.486325), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 1,222 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,053 (year 2041), Design Load: HS 20+Mod, Features Intersected: TEMESCAL WASH, Facility Carried by Structure: SQUAW MOUNTAIN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.7m (74.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place