Bridge Statistics for Calexico, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 262ft / 80.2mTotal length
- $2,128,000Total costs
- 176,845Total average daily traffic
- 13,920Total average daily truck traffic
- 377,445Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Calexico
- No street view available for this location
- New bridges - historical statistics
- 81930-1939
- 21940-1949
- 41950-1959
- 71960-1969
- 61970-1979
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 11980-1989
- 31990-1999
- Bridge Condition - Deck
- 39.1%Good
- 43.5%Fair
- 17.4%Poor
- Bridge Condition - Superstructure
- 4.3%Very good
- 52.2%Good
- 34.8%Fair
- 8.7%Poor
- Bridge Condition - Substructure
- 4.3%Very good
- 73.9%Good
- 8.7%Fair
- 13.0%Poor
- Bridge Condition - Channel
- 25.0%Excellent
- 53.6%Very good
- 10.7%Good
- 3.6%Satisfactory
- 7.1%Fair
- Bridge Condition - Culverts
- 80.0%Good
- 20.0%Satisfactory
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Structure Number: 304-0102, Location: Within City of Calexico (Lat: 32.686389, Lng: -115.507781), Route carried "on" structure: Alternate City street , Year Built: 1938, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 400 (year 2016), Average Future Daily Traffic: 500 (year 2035), Design Load: HL 93, Features Intersected: All-American Canal, Facility Carried by Structure: Pruett Rd/Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 69.2m (227.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 24.3 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: 18.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 304-0102, Location: Within City of Calexico (Lat: 32.686389, Lng: -115.507781), Route carried "on" structure: Alternate City street , Year Built: 1938, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 400 (year 2016), Average Future Daily Traffic: 500 (year 2035), Design Load: HL 93, Features Intersected: All-American Canal, Facility Carried by Structure: Pruett Rd/Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 69.2m (227.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 24.3 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: 18.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 58 0024, Location: 11-IMP-111-R1.69-CLX (Lat: 32.686406, Lng: -115.499181), Route carried "on" structure: State highway 111, Year Built: 1938, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 29,000 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 78,227 (year 2038), Features Intersected: ALL AMERICAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 33.3m (109.3ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 33.3m (109.3ft), Out-to-Out Width: 34.1m (111.9ft)
Condition: Channel: Very good, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: August 2021, Underwater Inspection Date: December 2019
Structure Number: 58 0024, Location: 11-IMP-111-R1.69-CLX (Lat: 32.686406, Lng: -115.499181), Route carried "on" structure: State highway 111, Year Built: 1938, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 29,000 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 78,227 (year 2038), Features Intersected: ALL AMERICAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 33.3m (109.3ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 33.3m (109.3ft), Out-to-Out Width: 34.1m (111.9ft)
Condition: Channel: Very good, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: August 2021, Underwater Inspection Date: December 2019
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Structure Number: 58 0077L, Location: 11-IMP-111-R2.70 (Lat: 32.701219, Lng: -115.499450), Route carried "on" structure: State highway 111, Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 17,000 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 38,129 (year 2038), Design Load: HS 20, Features Intersected: CENTRAL MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.700, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.0 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: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58 0077L, Location: 11-IMP-111-R2.70 (Lat: 32.701219, Lng: -115.499450), Route carried "on" structure: State highway 111, Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 17,000 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 38,129 (year 2038), Design Load: HS 20, Features Intersected: CENTRAL MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.700, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.0 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: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 58 0077R, Location: 11-IMP-111-R2.70 (Lat: 32.701217, Lng: -115.499219), Route carried "on" structure: State highway 111, Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 17,000 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 38,129 (year 2038), Design Load: HS 20, Features Intersected: CENTRAL MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.700, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.0 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: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58 0077R, Location: 11-IMP-111-R2.70 (Lat: 32.701217, Lng: -115.499219), Route carried "on" structure: State highway 111, Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 17,000 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 38,129 (year 2038), Design Load: HS 20, Features Intersected: CENTRAL MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.700, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.0 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: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 58 0133, Location: 11-IMP-098-29.71 (Lat: 32.679261, Lng: -115.542753), Route carried "on" structure: State highway 98, Year Built: 1951, Year Reconstructed: 1987, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 4,100 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 8,140 (year 2039), Design Load: HS 20, Features Intersected: NEW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.710, 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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.0 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: Equal to 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 58 0133, Location: 11-IMP-098-29.71 (Lat: 32.679261, Lng: -115.542753), Route carried "on" structure: State highway 98, Year Built: 1951, Year Reconstructed: 1987, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 4,100 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 8,140 (year 2039), Design Load: HS 20, Features Intersected: NEW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.710, 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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.0 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: Equal to 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 58 0135, Location: 11-IMP-098-34.84 (Lat: 32.690556, Lng: -115.460103), Route carried "on" structure: State highway 98, Year Built: 1970, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 5,790 (year 2011), Truck Traffic: 28%, Average Future Daily Traffic: 15,456 (year 2039), Design Load: HS 20+Mod, Features Intersected: CENTRAL MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.840, 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: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58 0135, Location: 11-IMP-098-34.84 (Lat: 32.690556, Lng: -115.460103), Route carried "on" structure: State highway 98, Year Built: 1970, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 5,790 (year 2011), Truck Traffic: 28%, Average Future Daily Traffic: 15,456 (year 2039), Design Load: HS 20+Mod, Features Intersected: CENTRAL MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.840, 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: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 58 018, Location: 11-IMP-098-30.81 (Lat: 32.679183, Lng: -115.523753), Route carried "on" structure: State highway 98, Year Built: 1938, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 8,656 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 14,816 (year 2038), Features Intersected: ALL AMERICAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.810, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: Febuary 2021, Underwater Inspection Date: December 2019
Structure Number: 58 018, Location: 11-IMP-098-30.81 (Lat: 32.679183, Lng: -115.523753), Route carried "on" structure: State highway 98, Year Built: 1938, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 8,656 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 14,816 (year 2038), Features Intersected: ALL AMERICAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.810, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: Febuary 2021, Underwater Inspection Date: December 2019
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Structure Number: 58 02, Location: 11-IMP-098-38.14 (Lat: 32.693792, Lng: -115.404869), Route carried "on" structure: State highway 98, Year Built: 1939, Year Reconstructed: 1996, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 14,295 (year 2011), Truck Traffic: 13%, Average Future Daily Traffic: 57,000 (year 2038), Design Load: H 15, Features Intersected: ASH MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.140, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), 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-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), 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: 58 02, Location: 11-IMP-098-38.14 (Lat: 32.693792, Lng: -115.404869), Route carried "on" structure: State highway 98, Year Built: 1939, Year Reconstructed: 1996, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 14,295 (year 2011), Truck Traffic: 13%, Average Future Daily Traffic: 57,000 (year 2038), Design Load: H 15, Features Intersected: ASH MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.140, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), 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-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), 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: 58 026, Location: 11-IMP-098-34.43 (Lat: 32.686397, Lng: -115.465253), Route carried "on" structure: State highway 98, Year Built: 1938, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 15,343 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 35,549 (year 2039), Features Intersected: ALL AMERICAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.430, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.0m (62.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.6m (18.4ft)
Condition: Channel: Excellent, Culverts: Satisfactory, 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: Febuary 2021, Underwater Inspection Date: December 2019
Structure Number: 58 026, Location: 11-IMP-098-34.43 (Lat: 32.686397, Lng: -115.465253), Route carried "on" structure: State highway 98, Year Built: 1938, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 15,343 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 35,549 (year 2039), Features Intersected: ALL AMERICAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.430, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.0m (62.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.6m (18.4ft)
Condition: Channel: Excellent, Culverts: Satisfactory, 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: Febuary 2021, Underwater Inspection Date: December 2019
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Structure Number: 58 0348, Location: 11-IMP-098-34.83 (Lat: 32.690367, Lng: -115.460361), Route carried "on" structure: State highway 98, Year Built: 1938, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 5,811 (year 2011), Truck Traffic: 28%, Average Future Daily Traffic: 15,405 (year 2038), Features Intersected: CENTRAL (BRIAR) CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.830, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 23.0m (75.5ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2022
Structure Number: 58 0348, Location: 11-IMP-098-34.83 (Lat: 32.690367, Lng: -115.460361), Route carried "on" structure: State highway 98, Year Built: 1938, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 5,811 (year 2011), Truck Traffic: 28%, Average Future Daily Traffic: 15,405 (year 2038), Features Intersected: CENTRAL (BRIAR) CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.830, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 23.0m (75.5ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2022
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Structure Number: 58C003, Location: 25 FT N/O COLE RD (Lat: 32.694006, Lng: -115.465192), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 500 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 547 (year 2042), Design Load: H 15, Features Intersected: BRIAR CANAL, Facility Carried by Structure: BOWKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Excellent, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $38,000, Total Project Cost: $324,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58C003, Location: 25 FT N/O COLE RD (Lat: 32.694006, Lng: -115.465192), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 500 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 547 (year 2042), Design Load: H 15, Features Intersected: BRIAR CANAL, Facility Carried by Structure: BOWKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Excellent, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $38,000, Total Project Cost: $324,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 58C0031, Location: 200 FT N/O COLE RD (Lat: 32.694458, Lng: -115.465150), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 500 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 547 (year 2038), Design Load: HS 20, Features Intersected: CENTRAL MAIN CANAL, Facility Carried by Structure: BOWKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Poor, Superstructure: Poor, 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: January 2022, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $65,000, Total Project Cost: $546,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58C0031, Location: 200 FT N/O COLE RD (Lat: 32.694458, Lng: -115.465150), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 500 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 547 (year 2038), Design Load: HS 20, Features Intersected: CENTRAL MAIN CANAL, Facility Carried by Structure: BOWKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Poor, Superstructure: Poor, 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: January 2022, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $65,000, Total Project Cost: $546,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 58C0033, Location: 0.5 MI N/O SR 98 (Lat: 32.686217, Lng: -115.499436), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,287 (year 2038), Design Load: HS 20, Features Intersected: ALL AMERICAN CANAL, Facility Carried by Structure: SCARONI ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 88.5 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 58C0033, Location: 0.5 MI N/O SR 98 (Lat: 32.686217, Lng: -115.499436), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,287 (year 2038), Design Load: HS 20, Features Intersected: ALL AMERICAN CANAL, Facility Carried by Structure: SCARONI ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 88.5 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 58C0035, Location: 0.5 MI N/O OF SR-98 (Lat: 32.686194, Lng: -115.498814), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 3.37m (11.06ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,313 (year 2042), Design Load: HS 20, Features Intersected: ALL AMERICAN CANAL, Facility Carried by Structure: IMPERIAL AVE E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.8m (104.3ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 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: 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 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 58C0035, Location: 0.5 MI N/O OF SR-98 (Lat: 32.686194, Lng: -115.498814), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 3.37m (11.06ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,313 (year 2042), Design Load: HS 20, Features Intersected: ALL AMERICAN CANAL, Facility Carried by Structure: IMPERIAL AVE E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.8m (104.3ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 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: 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 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 58C0036, Location: 0.5 MI N/O OF COLE RD (Lat: 32.701114, Lng: -115.498989), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 438 (year 2042), Design Load: HS 20, Features Intersected: CENTRAL MAIN CANAL, Facility Carried by Structure: YOURMAN RD
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 continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 38.2 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: 29.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58C0036, Location: 0.5 MI N/O OF COLE RD (Lat: 32.701114, Lng: -115.498989), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 438 (year 2042), Design Load: HS 20, Features Intersected: CENTRAL MAIN CANAL, Facility Carried by Structure: YOURMAN RD
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 continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 38.2 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: 29.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 58C0037, Location: 0.5 MI N/O COLE RD (Lat: 32.701089, Lng: -115.499706), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 1965, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 427 (year 2040), Design Load: H 15, Features Intersected: CENTRAL MAIN CANAL, Facility Carried by Structure: SCARONI RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 8.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 58C0037, Location: 0.5 MI N/O COLE RD (Lat: 32.701089, Lng: -115.499706), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 1965, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 427 (year 2040), Design Load: H 15, Features Intersected: CENTRAL MAIN CANAL, Facility Carried by Structure: SCARONI RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 8.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 58C009, Location: 0.45M N/O OF I-8 EXIT 166 (Lat: 32.747542, Lng: -114.713958), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 510 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 524 (year 2038), Design Load: HS 20, Features Intersected: ARAZ WASH OVERFLOW, Facility Carried by Structure: ARAZ ROAD (CR S24)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 57.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 58C009, Location: 0.45M N/O OF I-8 EXIT 166 (Lat: 32.747542, Lng: -114.713958), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 510 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 524 (year 2038), Design Load: HS 20, Features Intersected: ARAZ WASH OVERFLOW, Facility Carried by Structure: ARAZ ROAD (CR S24)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 57.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 58C0095, Location: 0.25 MI W/O SR 111 (Lat: 32.665900, Lng: -115.503086), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,283 (year 2042), Design Load: HS 20+Mod, Features Intersected: NEW RIVER, Facility Carried by Structure: W 2ND ST
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 87.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2022, Underwater Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 58C0095, Location: 0.25 MI W/O SR 111 (Lat: 32.665900, Lng: -115.503086), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,283 (year 2042), Design Load: HS 20+Mod, Features Intersected: NEW RIVER, Facility Carried by Structure: W 2ND ST
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 87.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2022, Underwater Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 58C0096, Location: 0.5 MI N/O SR 98 (Lat: 32.686208, Lng: -115.496064), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 2,137 (year 2041), Design Load: HS 20, Features Intersected: ALL AMERICAN CANAL, Facility Carried by Structure: ROCKWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58C0096, Location: 0.5 MI N/O SR 98 (Lat: 32.686208, Lng: -115.496064), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 2,137 (year 2041), Design Load: HS 20, Features Intersected: ALL AMERICAN CANAL, Facility Carried by Structure: ROCKWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 58C0097, Location: 0.5 MI N/O SR-98 (Lat: 32.686236, Lng: -115.482456), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 18,796 (year 2042), Design Load: HS 20, Features Intersected: ALL AMERICAN CANAL, Facility Carried by Structure: ANDRADE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.3m (53.5ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58C0097, Location: 0.5 MI N/O SR-98 (Lat: 32.686236, Lng: -115.482456), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 18,796 (year 2042), Design Load: HS 20, Features Intersected: ALL AMERICAN CANAL, Facility Carried by Structure: ANDRADE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.3m (53.5ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 58C0101, Location: 4.2 MI N/O SR-86 (Lat: 33.099653, Lng: -115.648772), Route carried "on" structure: County highway , Year Built: 1940, Status: Closed, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 590 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 777 (year 2043), Features Intersected: NEW RIVER, Facility Carried by Structure: LACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Channel: Fair, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $53,000, Total Project Cost: $448,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 58C0101, Location: 4.2 MI N/O SR-86 (Lat: 33.099653, Lng: -115.648772), Route carried "on" structure: County highway , Year Built: 1940, Status: Closed, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 590 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 777 (year 2043), Features Intersected: NEW RIVER, Facility Carried by Structure: LACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Channel: Fair, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $53,000, Total Project Cost: $448,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 58C0104, Location: 1.65 MI W/O SR-111 (Lat: 32.665444, Lng: -115.528936), Route carried "on" structure: County highway , Year Built: 1936, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,095 (year 2042), Features Intersected: ALL AMERICAN CANAL, Facility Carried by Structure: ANZA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 21.1 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: 16.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: January 2022, Bridge Improvement Cost: $271,000, Roadway Improvement Cost: $54,000, Total Project Cost: $455,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 58C0104, Location: 1.65 MI W/O SR-111 (Lat: 32.665444, Lng: -115.528936), Route carried "on" structure: County highway , Year Built: 1936, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,095 (year 2042), Features Intersected: ALL AMERICAN CANAL, Facility Carried by Structure: ANZA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 21.1 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: 16.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: January 2022, Bridge Improvement Cost: $271,000, Roadway Improvement Cost: $54,000, Total Project Cost: $455,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 58C0109, Location: 40 FT E/O BOWKER RD (Lat: 32.693875, Lng: -115.465031), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,547 (year 2042), Design Load: HS 20, Features Intersected: BRIAR CANAL, Facility Carried by Structure: COLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, 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: 9.8m (32.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 57.7 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58C0109, Location: 40 FT E/O BOWKER RD (Lat: 32.693875, Lng: -115.465031), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,547 (year 2042), Design Load: HS 20, Features Intersected: BRIAR CANAL, Facility Carried by Structure: COLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, 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: 9.8m (32.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 57.7 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 58C011, Location: 160 FT E/O BOWKER RD (Lat: 32.693933, Lng: -115.464500), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,547 (year 2042), Design Load: HS 20, Features Intersected: CENTRAL MAIN CANAL, Facility Carried by Structure: COLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58C011, Location: 160 FT E/O BOWKER RD (Lat: 32.693933, Lng: -115.464500), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,547 (year 2042), Design Load: HS 20, Features Intersected: CENTRAL MAIN CANAL, Facility Carried by Structure: COLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 58C0111, Location: 25 FT E/O ANDERHOLT RD (Lat: 32.708289, Lng: -115.414119), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 56 (year 2044), Design Load: HS 20, Features Intersected: ASH CANAL, Facility Carried by Structure: JASPER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58C0111, Location: 25 FT E/O ANDERHOLT RD (Lat: 32.708289, Lng: -115.414119), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 56 (year 2044), Design Load: HS 20, Features Intersected: ASH CANAL, Facility Carried by Structure: JASPER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 58C015, Location: 0.5 MI N/O OF SR-98 (Lat: 32.686011, Lng: -115.516239), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 1,800 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 2,726 (year 2038), Design Load: HS 20, Features Intersected: ALL AMERICAN CANAL, Facility Carried by Structure: KLOKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58C015, Location: 0.5 MI N/O OF SR-98 (Lat: 32.686011, Lng: -115.516239), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 1,800 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 2,726 (year 2038), Design Load: HS 20, Features Intersected: ALL AMERICAN CANAL, Facility Carried by Structure: KLOKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 58C0203, Location: 40 FT N/O WILLOUGHBY RD (Lat: 32.708625, Lng: -115.525397), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,100 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,647 (year 2043), Features Intersected: CENTRAL MAIN CANAL, Facility Carried by Structure: WARE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Very good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2021, Underwater Inspection Date: January 2022, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $41,000, Total Project Cost: $349,000 ( Estimate for 2017), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 58C0203, Location: 40 FT N/O WILLOUGHBY RD (Lat: 32.708625, Lng: -115.525397), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,100 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,647 (year 2043), Features Intersected: CENTRAL MAIN CANAL, Facility Carried by Structure: WARE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Very good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2021, Underwater Inspection Date: January 2022, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $41,000, Total Project Cost: $349,000 ( Estimate for 2017), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2195004P, Location: 0.2 MILES SOUTH OF WEST 2 (Lat: 32.665003, Lng: -115.499969), Route carried "on" structure: Federal lands road , Year Built: 2018, Status: Open, Structure Length: 4.93m (16.17ft), Average Daily Traffic: 29,500 (year 2020), Average Future Daily Traffic: 35,400 (year 2040), Design Load: HL 93, Features Intersected: NEW RIVER, Facility Carried by Structure: BORDER CROSSING (C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: GSA, Approaching Roadway Width: 11.7m (38.4ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $4,000, Total Project Cost: $6,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2195004P, Location: 0.2 MILES SOUTH OF WEST 2 (Lat: 32.665003, Lng: -115.499969), Route carried "on" structure: Federal lands road , Year Built: 2018, Status: Open, Structure Length: 4.93m (16.17ft), Average Daily Traffic: 29,500 (year 2020), Average Future Daily Traffic: 35,400 (year 2040), Design Load: HL 93, Features Intersected: NEW RIVER, Facility Carried by Structure: BORDER CROSSING (C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: GSA, Approaching Roadway Width: 11.7m (38.4ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $4,000, Total Project Cost: $6,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place