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Bridge Statistics for Blythe, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Blythe, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 39 Total length: 280 meters (919ft) Total costs: $12,862,000 Total average daily traffic: 253,300 Total average daily truck traffic: 86,960 National Bridge Inventory (NBI) Registered Bridges for Blythe
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 56 0008, Location: 08-RIV-010-R156.38-BLY (Lat: 33.605000, Lng: -114.530000), Route carried "on" structure: Interstate 10, Year Built: 1960, Year Reconstructed: 1974, Status: Open, Structure Length: 33.92m (111.29ft), Average Daily Traffic: 23,800 (year 2000), Truck Traffic: 36%, Average Future Daily Traffic: 41,217 (year 2029), Design Load: HS 20, Features Intersected: COLORADO / RIVIERA DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 156.380, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 75.0m (246.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 28.6m (93.8ft), Out-to-Out Width: 31.6m (103.7ft) Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 33.92m (111.29ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2007, Other Special Inspection Date: January 2004, Bridge Improvement Cost: $8,575,000, Roadway Improvement Cost: $857,000, Total Project Cost: $12,862,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56 0216, Location: 08-RIV-078-3.28-BLY (Lat: 33.478333, Lng: -114.723333), Route carried "on" structure: State highway 78, Year Built: 1950, Year Reconstructed: 1975, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 3,150 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 4,529 (year 2028), Design Load: HS 20, Features Intersected: PALO VERDE DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.280, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 56 0221, Location: 08-RIV-095-2.48-BLY (Lat: 33.646667, Lng: -114.570000), Route carried "on" structure: US 95, Year Built: 1950, Year Reconstructed: 1971, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,150 (year 2001), Truck Traffic: 12%, Average Future Daily Traffic: 5,152 (year 2029), Design Load: HS 20, Features Intersected: "D-10" CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.480, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 56 0222, Location: 08-RIV-095-4.55-BLY (Lat: 33.675000, Lng: -114.570000), Route carried "on" structure: US 95, Year Built: 1955, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 3,150 (year 2001), Truck Traffic: 12%, Average Future Daily Traffic: 5,152 (year 2029), Design Load: HS 20, Features Intersected: "D" CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.550, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 84.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 56 0223, Location: 08-RIV-095-6.1-BLY (Lat: 33.698333, Lng: -114.570000), Route carried "on" structure: US 95, Year Built: 1955, Year Reconstructed: 1992, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 3,150 (year 2001), Truck Traffic: 12%, Average Future Daily Traffic: 5,152 (year 2029), Design Load: HS 20, Features Intersected: "C" CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.100, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 84.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 56 0337, Location: 08-RIV-078-8.06-BLY (Lat: 33.506667, Lng: -114.676667), Route carried "on" structure: State highway 78, Year Built: 1968, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 3,150 (year 2001), Truck Traffic: 15%, Average Future Daily Traffic: 4,529 (year 2028), Design Load: HS 20, Features Intersected: PALO VERDE LAGOON Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.060, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56 0565, Location: 08-RIV-010-R145.12-BLY (Lat: 33.610000, Lng: -114.726667), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 800 (year 1972), Truck Traffic: 4%, Average Future Daily Traffic: 1,010 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 10, Facility Carried by Structure: MESA DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56 0569, Location: 08-RIV-078-16.15-BLY (Lat: 33.605000, Lng: -114.656667), Route carried "on" structure: State highway 78, Year Built: 1969, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 3,150 (year 1998), Truck Traffic: 20%, Average Future Daily Traffic: 4,529 (year 2028), Design Load: HS 20, Features Intersected: INTERSTATE 10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.150, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56 0588L, Location: 08-RIV-010-R148.53-BLY (Lat: 33.606667, Lng: -114.671667), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 8,550 (year 2001), Truck Traffic: 39%, Average Future Daily Traffic: 19,578 (year 2029), Design Load: HS 20, Features Intersected: RANNELS DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 148.530, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56 0589, Location: 08-RIV-010-R150.16-BLY (Lat: 33.605000, Lng: -114.640000), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 800 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 1,237 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 10, Facility Carried by Structure: ARROWHEAD BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56 059, Location: 08-RIV-010-R151.15-BLY (Lat: 33.605000, Lng: -114.621667), Route carried "on" structure: County highway Y847, Year Built: 1972, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 250 (year 1998), Truck Traffic: 20%, Average Future Daily Traffic: 314 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 10, Facility Carried by Structure: DEFRAIN BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 98.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56 0592L, Location: 08-RIV-010-R152.15-BLY (Lat: 33.606667, Lng: -114.605000), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 9,200 (year 2001), Truck Traffic: 39%, Average Future Daily Traffic: 18,032 (year 2029), Design Load: HS 20, Features Intersected: LOVEKIN BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 152.150, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56 0592R, Location: 08-RIV-010-R152.15-BLY (Lat: 33.606667, Lng: -114.605000), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 9,200 (year 2001), Truck Traffic: 39%, Average Future Daily Traffic: 18,032 (year 2029), Design Load: HS 20, Features Intersected: LOVEKIN BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 152.150, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56 0593L, Location: 08-RIV-010-R152.43-BLY (Lat: 33.606667, Lng: -114.600000), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 15.76m (51.71ft), Average Daily Traffic: 9,200 (year 2001), Truck Traffic: 39%, Average Future Daily Traffic: 18,032 (year 2029), Design Load: HS 20+Mod, Features Intersected: ARZC RR & MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 152.430, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 94.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 56 0593R, Location: 08-RIV-010-R152.43-BLY (Lat: 33.606667, Lng: -114.600000), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 15.76m (51.71ft), Average Daily Traffic: 9,200 (year 2001), Truck Traffic: 39%, Average Future Daily Traffic: 18,032 (year 2029), Design Load: HS 20, Features Intersected: ARZC RR & MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 152.430, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 92.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56 0595L, Location: 08-RIV-010-R152.65-BLY (Lat: 33.606667, Lng: -114.595000), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 9,200 (year 2001), Truck Traffic: 39%, Average Future Daily Traffic: 18,032 (year 2029), Design Load: HS 20, Features Intersected: BROADWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 152.650, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56 0595R, Location: 08-RIV-010-R152.65-BLY (Lat: 33.606667, Lng: -114.595000), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 9,200 (year 2001), Truck Traffic: 39%, Average Future Daily Traffic: 18,032 (year 2029), Design Load: HS 20, Features Intersected: BROADWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 152.650, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56 0597L, Location: 08-RIV-010-R153.16-BLY (Lat: 33.606667, Lng: -114.586667), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 9,200 (year 2001), Truck Traffic: 39%, Average Future Daily Traffic: 18,032 (year 2029), Design Load: HS 20, Features Intersected: SEVENTH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 153.160, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56 0597R, Location: 08-RIV-010-R153.16-BLY (Lat: 33.606667, Lng: -114.586667), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 3.82m (12.53ft), Average Daily Traffic: 9,200 (year 2001), Truck Traffic: 39%, Average Future Daily Traffic: 18,032 (year 2029), Design Load: HS 20, Features Intersected: SEVENTH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 153.160, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56 0598R, Location: 08-RIV-010-R154.15-BLY (Lat: 33.606667, Lng: -114.570000), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 4.12m (13.52ft), Average Daily Traffic: 9,200 (year 2001), Truck Traffic: 39%, Average Future Daily Traffic: 18,032 (year 2029), Design Load: HS 20+Mod, Features Intersected: ROUTE 95 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 154.150, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 87.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56 0604R, Location: 08-RIV-010-R146.9-BLY (Lat: 33.605000, Lng: -114.696667), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 8,550 (year 2001), Truck Traffic: 39%, Average Future Daily Traffic: 19,578 (year 2029), Design Load: HS 20, Features Intersected: KEIM ACCESS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 146.900, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56C0157, Location: 2.2 MI. N/O RTE. I-10 FWY (Lat: 33.638778, Lng: -114.606167), Route carried "on" structure: City street Y848, Year Built: 1972, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 2,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 2,047 (year 2029), Design Load: HS 20+Mod, Features Intersected: "C" CANAL, Facility Carried by Structure: LOVEKIN BOULEVARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 56C019, Location: 0.52 MI. W/O LOVEKIN BLVD (Lat: 33.610222, Lng: -114.614167), Route carried "on" structure: City street Y844, Year Built: 1948, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 4,094 (year 2029), Design Load: HS 20, Features Intersected: "C" CANAL, Facility Carried by Structure: HOBSON WAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 56 0008, Location: 08-RIV-010-R156.38-BLY (Lat: 33.605000, Lng: -114.530000), Route carried "under" structure: State highway , Year Built: 1960, Structure Length: 33.92m (111.29ft), Average Daily Traffic: 1,000 (year 1998), Truck Traffic: 2%, Features Intersected: COLORADO / RIVIERA DR, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 75.0m (246.1ft) Find on map >>
Structure Number: 56 0565, Location: 08-RIV-010-R145.12-BLY (Lat: 33.610000, Lng: -114.726667), Route carried "under" structure: Interstate 10, Year Built: 1969, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 17,100 (year 2001), Truck Traffic: 39%, Features Intersected: INTERSTATE 10, Facility Carried by Structure: MESA DRIVE Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 14.512, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.2m (122.0ft) Find on map >>
Structure Number: 56 0569, Location: 08-RIV-078-16.15-BLY (Lat: 33.605000, Lng: -114.656667), Route carried "under" structure: Interstate 10, Year Built: 1969, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 16,600 (year 1997), Truck Traffic: 43%, Features Intersected: INTERSTATE 10, Facility Carried by Structure: ROUTE 78 Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 14.915, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.0m (95.1ft) Find on map >>
Structure Number: 56 0589, Location: 08-RIV-010-R150.16-BLY (Lat: 33.605000, Lng: -114.640000), Route carried "under" structure: Interstate 10, Year Built: 1972, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 18,200 (year 2001), Truck Traffic: 39%, Features Intersected: INTERSTATE 10, Facility Carried by Structure: ARROWHEAD BLVD Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 15.016, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: 56 059, Location: 08-RIV-010-R151.15-BLY (Lat: 33.605000, Lng: -114.621667), Route carried "under" structure: Interstate 10, Year Built: 1972, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 18,400 (year 2001), Truck Traffic: 39%, Features Intersected: INTERSTATE 10, Facility Carried by Structure: DEFRAIN BLVD Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 15.115, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: 56 0592L, Location: 08-RIV-010-R152.15-BLY (Lat: 33.606667, Lng: -114.605000), Route carried "under" structure: City street Y848, Year Built: 1972, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 1,200 (year 1998), Truck Traffic: 12%, Features Intersected: LOVEKIN BLVD, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.8m (124.0ft) Find on map >>
Structure Number: 56 0592R, Location: 08-RIV-010-R152.15-BLY (Lat: 33.606667, Lng: -114.605000), Route carried "under" structure: City street Y848, Year Built: 1972, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 1,200 (year 1998), Truck Traffic: 12%, Features Intersected: LOVEKIN BLVD, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.8m (124.0ft) Find on map >>
Structure Number: 56 0593L, Location: 08-RIV-010-R152.43-BLY (Lat: 33.606667, Lng: -114.600000), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 15.76m (51.71ft), Average Daily Traffic: 600 (year 1998), Truck Traffic: 6%, Features Intersected: ARZC RR & MAIN STREET, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 7.77m (25.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.0m (118.1ft) Find on map >>
Structure Number: 56 0593R, Location: 08-RIV-010-R152.43-BLY (Lat: 33.606667, Lng: -114.600000), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 15.76m (51.71ft), Average Daily Traffic: 600 (year 1998), Truck Traffic: 6%, Features Intersected: ARZC RR & MAIN STREET, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 7.77m (25.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.0m (118.1ft) Find on map >>
Structure Number: 56 0595L, Location: 08-RIV-010-R152.65-BLY (Lat: 33.606667, Lng: -114.595000), Route carried "under" structure: City street Y849, Year Built: 1972, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 1,200 (year 1998), Truck Traffic: 8%, Features Intersected: BROADWAY, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 42.1m (138.1ft) Find on map >>
Structure Number: 56 0595R, Location: 08-RIV-010-R152.65-BLY (Lat: 33.606667, Lng: -114.595000), Route carried "under" structure: City street Y849, Year Built: 1972, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 1,200 (year 1998), Truck Traffic: 8%, Features Intersected: BROADWAY, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 0.51m (1.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 42.1m (138.1ft) Find on map >>
Structure Number: 56 0596, Location: 08-RIV-010-R152.86-BLY (Lat: 33.606667, Lng: -114.590000), Route carried "under" structure: Interstate 10, Year Built: 1972, Structure Length: 20.42m (66.99ft), Average Daily Traffic: 18,400 (year 2001), Truck Traffic: 39%, Features Intersected: BLYTHE POC Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 15.286, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 29.8m (97.8ft) Find on map >>
Structure Number: 56 0597L, Location: 08-RIV-010-R153.16-BLY (Lat: 33.606667, Lng: -114.586667), Route carried "under" structure: Business City street Y850, Year Built: 1972, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 1,200 (year 1998), Truck Traffic: 8%, Features Intersected: SEVENTH AVE, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.2m (122.0ft) Find on map >>
Structure Number: 56 0597R, Location: 08-RIV-010-R153.16-BLY (Lat: 33.606667, Lng: -114.586667), Route carried "under" structure: Business City street Y850, Year Built: 1972, Structure Length: 3.82m (12.53ft), Average Daily Traffic: 1,200 (year 1998), Truck Traffic: 8%, Features Intersected: SEVENTH AVE, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.5m (123.0ft) Find on map >>
Structure Number: 56 0598R, Location: 08-RIV-010-R154.15-BLY (Lat: 33.606667, Lng: -114.570000), Route carried "under" structure: US 95, Year Built: 1972, Structure Length: 4.12m (13.52ft), Average Daily Traffic: 5,100 (year 2001), Truck Traffic: 12%, Features Intersected: ROUTE 95, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 40.5m (132.9ft) Find on map >>
Structure Number: 56 0604R, Location: 08-RIV-010-R146.9-BLY (Lat: 33.605000, Lng: -114.696667), Route carried "under" structure: Other road , Year Built: 1972, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 650 (year 1998), Truck Traffic: 8%, Features Intersected: KEIM ACCESS ROAD, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 7.9m (25.9ft) Discuss this city on our hugely popular California forum Back to: Blythe, CA, California, All US cities.
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