Bridge Statistics for Blythe, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 21940-1949
- 41950-1959
- 221960-1969
- 251970-1979
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 11970-1979
- 11980-1989
- 01990-1999
- 22000-2009
- Bridge Condition - Deck
- 91.4%Good
- 8.6%Fair
- Bridge Condition - Superstructure
- 82.9%Good
- 17.1%Fair
- Bridge Condition - Substructure
- 80.0%Good
- 20.0%Fair
- Bridge Condition - Channel
- 4.3%Excellent
- 73.9%Very good
- 4.3%Good
- 13.0%Satisfactory
- 4.3%Fair
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Structure Number: 56 0003, Location: 08-RIV-010-R16.14-BAN (Lat: 33.931350, Lng: -116.828831), Route carried "on" structure: Interstate 10, Year Built: 1940, Year Reconstructed: 1970, Status: Open, Structure Length: 8.40m (27.56ft), Average Daily Traffic: 111,000 (year 2012), Truck Traffic: 18%, Average Future Daily Traffic: 155,000 (year 2040), Design Load: H 20, Features Intersected: SAN GORGONIO WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.140, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 43.9m (144.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 24.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0003, Location: 08-RIV-010-R16.14-BAN (Lat: 33.931350, Lng: -116.828831), Route carried "on" structure: Interstate 10, Year Built: 1940, Year Reconstructed: 1970, Status: Open, Structure Length: 8.40m (27.56ft), Average Daily Traffic: 111,000 (year 2012), Truck Traffic: 18%, Average Future Daily Traffic: 155,000 (year 2040), Design Load: H 20, Features Intersected: SAN GORGONIO WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.140, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 43.9m (144.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 24.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0008, Location: 08-RIV-010-R156.38-BLY (Lat: 33.605025, Lng: -114.532725), Route carried "on" structure: Interstate 10, Year Built: 1960, Year Reconstructed: 1974, Status: Open, Structure Length: 33.92m (111.29ft), Average Daily Traffic: 60,000 (year 2016), Truck Traffic: 36%, Average Future Daily Traffic: 74,751 (year 2039), Design Load: HS 20, Features Intersected: COLORADO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 156.380, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), 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: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2021, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 56 0008, Location: 08-RIV-010-R156.38-BLY (Lat: 33.605025, Lng: -114.532725), Route carried "on" structure: Interstate 10, Year Built: 1960, Year Reconstructed: 1974, Status: Open, Structure Length: 33.92m (111.29ft), Average Daily Traffic: 60,000 (year 2016), Truck Traffic: 36%, Average Future Daily Traffic: 74,751 (year 2039), Design Load: HS 20, Features Intersected: COLORADO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 156.380, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), 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: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2021, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 56 0017L, Location: 08-RIV-010-R136.15 (Lat: 33.608614, Lng: -114.882642), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 11,750 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 18,412 (year 2038), Design Load: HS 20, Features Intersected: GALE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 136.150, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56 0017L, Location: 08-RIV-010-R136.15 (Lat: 33.608614, Lng: -114.882642), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 11,750 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 18,412 (year 2038), Design Load: HS 20, Features Intersected: GALE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 136.150, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56 0017R, Location: 08-RIV-010-R136.15 (Lat: 33.608200, Lng: -114.882658), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 9,500 (year 2012), Truck Traffic: 39%, Average Future Daily Traffic: 20,038 (year 2038), Design Load: HS 20, Features Intersected: GALE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 136.150, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56 0017R, Location: 08-RIV-010-R136.15 (Lat: 33.608200, Lng: -114.882658), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 9,500 (year 2012), Truck Traffic: 39%, Average Future Daily Traffic: 20,038 (year 2038), Design Load: HS 20, Features Intersected: GALE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 136.150, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56 0019L, Location: 08-RIV-010-R133.99 (Lat: 33.606636, Lng: -114.919953), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 9,500 (year 2012), Truck Traffic: 39%, Average Future Daily Traffic: 20,038 (year 2038), Design Load: HS 20, Features Intersected: TEED DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.990, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 18, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56 0019L, Location: 08-RIV-010-R133.99 (Lat: 33.606636, Lng: -114.919953), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 9,500 (year 2012), Truck Traffic: 39%, Average Future Daily Traffic: 20,038 (year 2038), Design Load: HS 20, Features Intersected: TEED DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.990, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 18, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56 0019R, Location: 08-RIV-010-R133.99 (Lat: 33.606228, Lng: -114.919917), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 9,500 (year 2012), Truck Traffic: 39%, Average Future Daily Traffic: 20,038 (year 2038), Design Load: HS 20, Features Intersected: TEED DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.990, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 18, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56 0019R, Location: 08-RIV-010-R133.99 (Lat: 33.606228, Lng: -114.919917), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 9,500 (year 2012), Truck Traffic: 39%, Average Future Daily Traffic: 20,038 (year 2038), Design Load: HS 20, Features Intersected: TEED DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.990, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 18, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56 0020L, Location: 08-RIV-010-R130.86 (Lat: 33.606189, Lng: -114.974150), Route carried "on" structure: Interstate 10, Year Built: 1966, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 10,650 (year 2012), Truck Traffic: 39%, Average Future Daily Traffic: 18,006 (year 2038), Design Load: HS 20, Features Intersected: CALADA DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.860, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56 0020L, Location: 08-RIV-010-R130.86 (Lat: 33.606189, Lng: -114.974150), Route carried "on" structure: Interstate 10, Year Built: 1966, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 10,650 (year 2012), Truck Traffic: 39%, Average Future Daily Traffic: 18,006 (year 2038), Design Load: HS 20, Features Intersected: CALADA DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.860, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56 0020R, Location: 08-RIV-010-R130.86 (Lat: 33.605775, Lng: -114.974147), Route carried "on" structure: Interstate 10, Year Built: 1966, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 10,650 (year 2012), Truck Traffic: 39%, Average Future Daily Traffic: 18,006 (year 2038), Design Load: HS 20, Features Intersected: CALADA DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.860, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56 0020R, Location: 08-RIV-010-R130.86 (Lat: 33.605775, Lng: -114.974147), Route carried "on" structure: Interstate 10, Year Built: 1966, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 10,650 (year 2012), Truck Traffic: 39%, Average Future Daily Traffic: 18,006 (year 2038), Design Load: HS 20, Features Intersected: CALADA DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.860, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56 0221, Location: 08-RIV-095-2.48-BLY (Lat: 33.646825, Lng: -114.571433), Route carried "on" structure: US 95, Year Built: 1950, Year Reconstructed: 1971, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,000 (year 2012), Truck Traffic: 12%, Average Future Daily Traffic: 7,574 (year 2038), Design Load: HS 20, Features Intersected: "D-10" CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.480, Lanes on structure: 2, 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: 4.9m (16.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56 0221, Location: 08-RIV-095-2.48-BLY (Lat: 33.646825, Lng: -114.571433), Route carried "on" structure: US 95, Year Built: 1950, Year Reconstructed: 1971, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,000 (year 2012), Truck Traffic: 12%, Average Future Daily Traffic: 7,574 (year 2038), Design Load: HS 20, Features Intersected: "D-10" CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.480, Lanes on structure: 2, 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: 4.9m (16.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56 0222, Location: 08-RIV-095-4.55-BLY (Lat: 33.676003, Lng: -114.572081), Route carried "on" structure: US 95, Year Built: 1955, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,000 (year 2012), Truck Traffic: 12%, Average Future Daily Traffic: 7,574 (year 2038), Design Load: HS 20, Features Intersected: "D" CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.550, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56 0222, Location: 08-RIV-095-4.55-BLY (Lat: 33.676003, Lng: -114.572081), Route carried "on" structure: US 95, Year Built: 1955, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,000 (year 2012), Truck Traffic: 12%, Average Future Daily Traffic: 7,574 (year 2038), Design Load: HS 20, Features Intersected: "D" CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.550, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56 0223, Location: 08-RIV-095-6.10-BLY (Lat: 33.699003, Lng: -114.572786), Route carried "on" structure: US 95, Year Built: 1955, Year Reconstructed: 1992, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 2,000 (year 2011), Truck Traffic: 18%, Average Future Daily Traffic: 5,509 (year 2041), Design Load: HS 20, Features Intersected: "C" CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.100, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), 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: 7.9m (25.9ft), 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: Good, Channel: Satisfactory, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56 0223, Location: 08-RIV-095-6.10-BLY (Lat: 33.699003, Lng: -114.572786), Route carried "on" structure: US 95, Year Built: 1955, Year Reconstructed: 1992, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 2,000 (year 2011), Truck Traffic: 18%, Average Future Daily Traffic: 5,509 (year 2041), Design Load: HS 20, Features Intersected: "C" CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.100, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), 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: 7.9m (25.9ft), 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: Good, Channel: Satisfactory, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56 0337, Location: 08-RIV-078-8.06-BLY (Lat: 33.507047, Lng: -114.678706), Route carried "on" structure: State highway 78, Year Built: 1968, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 2,150 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 3,955 (year 2039), Design Load: HS 20, Features Intersected: PALO VERDE LAGOON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.060, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), 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: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0337, Location: 08-RIV-078-8.06-BLY (Lat: 33.507047, Lng: -114.678706), Route carried "on" structure: State highway 78, Year Built: 1968, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 2,150 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 3,955 (year 2039), Design Load: HS 20, Features Intersected: PALO VERDE LAGOON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.060, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), 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: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 056, Location: 08-RIV-010-39.49 (Lat: 33.849839, Lng: -116.458517), Route carried "on" structure: County highway K019, Year Built: 1966, Year Reconstructed: 2014, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 10,560 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 15,488 (year 2038), Design Load: HS 20, Features Intersected: INTERSTATE 10, Facility Carried by Structure: DATE PALM DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.7m (123.7ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.8m (104.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 37.7m (123.7ft), Out-to-Out Width: 42.3m (138.8ft)
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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 56 056, Location: 08-RIV-010-39.49 (Lat: 33.849839, Lng: -116.458517), Route carried "on" structure: County highway K019, Year Built: 1966, Year Reconstructed: 2014, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 10,560 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 15,488 (year 2038), Design Load: HS 20, Features Intersected: INTERSTATE 10, Facility Carried by Structure: DATE PALM DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.7m (123.7ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.8m (104.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 37.7m (123.7ft), Out-to-Out Width: 42.3m (138.8ft)
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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 56 0564, Location: 08-RIV-010-R135.05 (Lat: 33.608178, Lng: -114.901683), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 1,400 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 2,053 (year 2038), Design Load: HS 20, Features Intersected: INTERSTATE 10, Facility Carried by Structure: WILEY'S WELL ROAD
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: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0564, Location: 08-RIV-010-R135.05 (Lat: 33.608178, Lng: -114.901683), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 1,400 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 2,053 (year 2038), Design Load: HS 20, Features Intersected: INTERSTATE 10, Facility Carried by Structure: WILEY'S WELL ROAD
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: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0565, Location: 08-RIV-010-R145.12-BLY (Lat: 33.609719, Lng: -114.727247), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 800 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 1,017 (year 2038), 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, Base Highway Network: Yes, 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0565, Location: 08-RIV-010-R145.12-BLY (Lat: 33.609719, Lng: -114.727247), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 800 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 1,017 (year 2038), 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, Base Highway Network: Yes, 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0569, Location: 08-RIV-078-16.15-BLY (Lat: 33.606375, Lng: -114.657653), Route carried "on" structure: State highway 78, Year Built: 1969, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 3,100 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,412 (year 2040), 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, 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: 2, Length of Maximum Span: 29.1m (95.5ft), 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: 48.3 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: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0569, Location: 08-RIV-078-16.15-BLY (Lat: 33.606375, Lng: -114.657653), Route carried "on" structure: State highway 78, Year Built: 1969, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 3,100 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,412 (year 2040), 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, 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: 2, Length of Maximum Span: 29.1m (95.5ft), 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: 48.3 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: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0580L, Location: 08-RIV-010-R76.55 (Lat: 33.665631, Lng: -115.888650), Route carried "on" structure: Interstate 10, Year Built: 1965, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 11,250 (year 2012), Truck Traffic: 39%, Average Future Daily Traffic: 19,077 (year 2040), Features Intersected: SAD GULCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.550, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 56 0580L, Location: 08-RIV-010-R76.55 (Lat: 33.665631, Lng: -115.888650), Route carried "on" structure: Interstate 10, Year Built: 1965, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 11,250 (year 2012), Truck Traffic: 39%, Average Future Daily Traffic: 19,077 (year 2040), Features Intersected: SAD GULCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.550, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 56 0588L, Location: 08-RIV-010-R148.53-BLY (Lat: 33.606736, Lng: -114.668267), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 11,250 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 19,471 (year 2038), 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: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 60.3 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 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0588L, Location: 08-RIV-010-R148.53-BLY (Lat: 33.606736, Lng: -114.668267), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 11,250 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 19,471 (year 2038), 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: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 60.3 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 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0588R, Location: 08-RIV-010-R148.53 (Lat: 33.606492, Lng: -114.668467), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 11,250 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 19,471 (year 2038), 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: 3 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: 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 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 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0588R, Location: 08-RIV-010-R148.53 (Lat: 33.606492, Lng: -114.668467), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 11,250 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 19,471 (year 2038), 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: 3 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: 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 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 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0589, Location: 08-RIV-010-R150.16-BLY (Lat: 33.606867, Lng: -114.640336), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 800 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 1,258 (year 2038), 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: 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: 28.7m (94.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0589, Location: 08-RIV-010-R150.16-BLY (Lat: 33.606867, Lng: -114.640336), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 800 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 1,258 (year 2038), 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: 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: 28.7m (94.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 059, Location: 08-RIV-010-R151.15-BLY (Lat: 33.606822, Lng: -114.623067), Route carried "on" structure: County highway Y847, Year Built: 1972, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 250 (year 2012), Truck Traffic: 20%, Average Future Daily Traffic: 319 (year 2038), 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: 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: 28.7m (94.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 059, Location: 08-RIV-010-R151.15-BLY (Lat: 33.606822, Lng: -114.623067), Route carried "on" structure: County highway Y847, Year Built: 1972, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 250 (year 2012), Truck Traffic: 20%, Average Future Daily Traffic: 319 (year 2038), 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: 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: 28.7m (94.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0592L, Location: 08-RIV-010-R152.15-BLY (Lat: 33.607150, Lng: -114.605675), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 13,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 20,284 (year 2038), 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: Good, Superstructure: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 56 0592L, Location: 08-RIV-010-R152.15-BLY (Lat: 33.607150, Lng: -114.605675), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 13,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 20,284 (year 2038), 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: Good, Superstructure: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 56 0592R, Location: 08-RIV-010-R152.15-BLY (Lat: 33.606911, Lng: -114.605667), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 26,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 40,570 (year 2038), 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: Good, Superstructure: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 56 0592R, Location: 08-RIV-010-R152.15-BLY (Lat: 33.606911, Lng: -114.605667), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 26,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 40,570 (year 2038), 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: Good, Superstructure: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 56 0593L, Location: 08-RIV-010-R152.43-BLY (Lat: 33.607181, Lng: -114.600942), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 15.76m (51.71ft), Average Daily Traffic: 26,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 40,570 (year 2038), 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: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 56 0593L, Location: 08-RIV-010-R152.43-BLY (Lat: 33.607181, Lng: -114.600942), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 15.76m (51.71ft), Average Daily Traffic: 26,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 40,570 (year 2038), 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: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 56 0593R, Location: 08-RIV-010-R152.43-BLY (Lat: 33.606903, Lng: -114.600936), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 15.76m (51.71ft), Average Daily Traffic: 26,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 40,570 (year 2038), 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: Good, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 56 0593R, Location: 08-RIV-010-R152.43-BLY (Lat: 33.606903, Lng: -114.600936), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 15.76m (51.71ft), Average Daily Traffic: 26,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 40,570 (year 2038), 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: Good, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 56 0595L, Location: 08-RIV-010-R152.65-BLY (Lat: 33.607200, Lng: -114.596997), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 26,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 40,570 (year 2038), 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: 41.0m (134.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 87.2 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: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 56 0595L, Location: 08-RIV-010-R152.65-BLY (Lat: 33.607200, Lng: -114.596997), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 26,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 40,570 (year 2038), 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: 41.0m (134.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 87.2 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: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 56 0595R, Location: 08-RIV-010-R152.65-BLY (Lat: 33.606961, Lng: -114.596994), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 26,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 40,570 (year 2038), 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: 41.0m (134.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 87.2 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: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 56 0595R, Location: 08-RIV-010-R152.65-BLY (Lat: 33.606961, Lng: -114.596994), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 26,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 40,570 (year 2038), 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: 41.0m (134.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 87.2 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: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 56 0597L, Location: 08-RIV-010-R153.16-BLY (Lat: 33.607250, Lng: -114.588258), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 26,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 40,570 (year 2038), 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: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 56 0597L, Location: 08-RIV-010-R153.16-BLY (Lat: 33.607250, Lng: -114.588258), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 26,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 40,570 (year 2038), 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: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 56 0597R, Location: 08-RIV-010-R153.16-BLY (Lat: 33.607011, Lng: -114.588261), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 3.82m (12.53ft), Average Daily Traffic: 26,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 40,570 (year 2038), 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: Good, Superstructure: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 56 0597R, Location: 08-RIV-010-R153.16-BLY (Lat: 33.607011, Lng: -114.588261), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 3.82m (12.53ft), Average Daily Traffic: 26,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 40,570 (year 2038), 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: Good, Superstructure: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 56 0598L, Location: 08-RIV-010-R154.15 (Lat: 33.607478, Lng: -114.570914), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 4.12m (13.52ft), Average Daily Traffic: 26,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 40,570 (year 2038), Design Load: HS 20, 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: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 56 0598L, Location: 08-RIV-010-R154.15 (Lat: 33.607478, Lng: -114.570914), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 4.12m (13.52ft), Average Daily Traffic: 26,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 40,570 (year 2038), Design Load: HS 20, 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: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 56 0598R, Location: 08-RIV-010-R154.15-BLY (Lat: 33.607236, Lng: -114.570911), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 4.12m (13.52ft), Average Daily Traffic: 26,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 40,570 (year 2038), 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: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 56 0598R, Location: 08-RIV-010-R154.15-BLY (Lat: 33.607236, Lng: -114.570911), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 4.12m (13.52ft), Average Daily Traffic: 26,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 40,570 (year 2038), 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: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 56 0601, Location: 08-RIV-060-R0.99 (Lat: 34.019086, Lng: -117.542097), Route carried "on" structure: State highway 60, Year Built: 1973, Year Reconstructed: 2008, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 138,000 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 163,227 (year 2039), Design Load: HS 20, Features Intersected: WINEVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.990, Lanes on structure: 12, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 27.9m (91.5ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 55.8m (183.1ft), Out-to-Out Width: 60.4m (198.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.0 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0601, Location: 08-RIV-060-R0.99 (Lat: 34.019086, Lng: -117.542097), Route carried "on" structure: State highway 60, Year Built: 1973, Year Reconstructed: 2008, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 138,000 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 163,227 (year 2039), Design Load: HS 20, Features Intersected: WINEVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.990, Lanes on structure: 12, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 27.9m (91.5ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 55.8m (183.1ft), Out-to-Out Width: 60.4m (198.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.0 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0604R, Location: 08-RIV-010-R146.90-BLY (Lat: 33.606550, Lng: -114.696747), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 11,250 (year 2012), Truck Traffic: 39%, Average Future Daily Traffic: 19,471 (year 2038), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 56 0604R, Location: 08-RIV-010-R146.90-BLY (Lat: 33.606550, Lng: -114.696747), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 11,250 (year 2012), Truck Traffic: 39%, Average Future Daily Traffic: 19,471 (year 2038), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 56C015, Location: 0.1 MI. NE/O PACIFIC AVE. (Lat: 33.991533, Lng: -117.424175), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 15,852 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 35,503 (year 2040), Features Intersected: SUNNYSLOPE STORM CHANNEL, Facility Carried by Structure: LIMONITE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 56C015, Location: 0.1 MI. NE/O PACIFIC AVE. (Lat: 33.991533, Lng: -117.424175), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 15,852 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 35,503 (year 2040), Features Intersected: SUNNYSLOPE STORM CHANNEL, Facility Carried by Structure: LIMONITE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 56C0157, Location: 2.2 MI. N/O RTE. I-10 FWY (Lat: 33.638664, Lng: -114.606067), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 2,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,088 (year 2040), 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: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.1 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: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56C0157, Location: 2.2 MI. N/O RTE. I-10 FWY (Lat: 33.638664, Lng: -114.606067), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 2,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,088 (year 2040), 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: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.1 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: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C0158, Location: 0.5 MI. NW/O LOVEKIN BLVD (Lat: 33.689239, Lng: -114.612514), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 242 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 521 (year 2040), Features Intersected: DRY WASH, Facility Carried by Structure: MIDLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: 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: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56C0158, Location: 0.5 MI. NW/O LOVEKIN BLVD (Lat: 33.689239, Lng: -114.612514), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 242 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 521 (year 2040), Features Intersected: DRY WASH, Facility Carried by Structure: MIDLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: 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: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56C0193, Location: 0.6 MI. W/O RTE. 95 HWY. (Lat: 33.661508, Lng: -114.582247), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 430 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 516 (year 2040), Design Load: HS 20, Features Intersected: "D" CANAL, SIPHON 32, Facility Carried by Structure: 6TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2020
Structure Number: 56C0193, Location: 0.6 MI. W/O RTE. 95 HWY. (Lat: 33.661508, Lng: -114.582247), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 430 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 516 (year 2040), Design Load: HS 20, Features Intersected: "D" CANAL, SIPHON 32, Facility Carried by Structure: 6TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2020
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Structure Number: 56C0194, Location: 1.0 MI. W/O RTE. 95 HWY. (Lat: 33.661394, Lng: -114.589208), Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 430 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 516 (year 2040), Features Intersected: "C" CANAL, Facility Carried by Structure: 6TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 56C0194, Location: 1.0 MI. W/O RTE. 95 HWY. (Lat: 33.661394, Lng: -114.589208), Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 430 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 516 (year 2040), Features Intersected: "C" CANAL, Facility Carried by Structure: 6TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 56C0256, Location: 1.47 MI. W/O RTE. 95 HWY. (Lat: 33.646678, Lng: -114.597511), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 145 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: "C" CANAL (SIPHON 11), Facility Carried by Structure: 8TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 56C0256, Location: 1.47 MI. W/O RTE. 95 HWY. (Lat: 33.646678, Lng: -114.597511), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 145 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: "C" CANAL (SIPHON 11), Facility Carried by Structure: 8TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 56C0257, Location: 0.5 MI. W/O LOVEKIN BLVD. (Lat: 33.588225, Lng: -114.613800), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,137 (year 2038), Design Load: HS 20, Features Intersected: "C" CANAL (SIPHON 48), Facility Carried by Structure: SEELEY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2019
Structure Number: 56C0257, Location: 0.5 MI. W/O LOVEKIN BLVD. (Lat: 33.588225, Lng: -114.613800), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,137 (year 2038), Design Load: HS 20, Features Intersected: "C" CANAL (SIPHON 48), Facility Carried by Structure: SEELEY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2019
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Structure Number: 56C0265, Location: 0.96 MI. W/O ROUTE 95 HWY (Lat: 33.675961, Lng: -114.589181), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 185 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 310 (year 2040), Design Load: HS 20, Features Intersected: "C" CANAL, Facility Carried by Structure: 4TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56C0265, Location: 0.96 MI. W/O ROUTE 95 HWY (Lat: 33.675961, Lng: -114.589181), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 185 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 310 (year 2040), Design Load: HS 20, Features Intersected: "C" CANAL, Facility Carried by Structure: 4TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56 0564, Location: 08-RIV-010-R135.05 (Lat: 33.608178, Lng: -114.901683), Route carried "under" structure: Interstate 10, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 23,500 (year 2012), Truck Traffic: 2%, Features Intersected: INTERSTATE 10, Facility Carried by Structure: WILEY'S WELL ROAD
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 135.050, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.5m (123.0ft)
Structure Number: 56 0564, Location: 08-RIV-010-R135.05 (Lat: 33.608178, Lng: -114.901683), Route carried "under" structure: Interstate 10, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 23,500 (year 2012), Truck Traffic: 2%, Features Intersected: INTERSTATE 10, Facility Carried by Structure: WILEY'S WELL ROAD
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 135.050, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.5m (123.0ft)