Bridge Statistics for Cabazon, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 89ft / 27.2mTotal length
- 585,976Total average daily traffic
- 105,760Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Cabazon
- No street view available for this location
- New bridges - historical statistics
- 111960-1969
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- Bridge Condition - Superstructure
- 80.0%Good
- 20.0%Fair
- Bridge Condition - Substructure
- 80.0%Good
- 20.0%Fair
- Bridge Condition - Channel
- 42.9%Excellent
- 57.1%Very good
- Bridge Condition - Culverts
- 40.0%Good
- 60.0%Satisfactory
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Structure Number: 56 0454, Location: 08-RIV-010-R16.54 (Lat: 33.930844, Lng: -116.822006), Route carried "on" structure: Interstate 10, Year Built: 1964, Year Reconstructed: 1970, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 103,000 (year 2012), Truck Traffic: 18%, Average Future Daily Traffic: 150,000 (year 2037), Design Load: HS 20, Features Intersected: FIELDS ROAD (MALKI ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.540, Lanes on structure: 8, Lanes under structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.6m (152.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 46.6m (152.9ft), Out-to-Out Width: 48.0m (157.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 98.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0454, Location: 08-RIV-010-R16.54 (Lat: 33.930844, Lng: -116.822006), Route carried "on" structure: Interstate 10, Year Built: 1964, Year Reconstructed: 1970, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 103,000 (year 2012), Truck Traffic: 18%, Average Future Daily Traffic: 150,000 (year 2037), Design Load: HS 20, Features Intersected: FIELDS ROAD (MALKI ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.540, Lanes on structure: 8, Lanes under structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.6m (152.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 46.6m (152.9ft), Out-to-Out Width: 48.0m (157.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 98.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0455, Location: 08-RIV-010-R17.66 (Lat: 33.921206, Lng: -116.806781), Route carried "on" structure: Interstate 10, Year Built: 1964, Year Reconstructed: 1971, Status: Open, Structure Length: 4.65m (15.26ft), Average Daily Traffic: 91,000 (year 2012), Truck Traffic: 18%, Average Future Daily Traffic: 120,000 (year 2037), Design Load: HS 20, Features Intersected: APACHE TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.660, Lanes on structure: 8, Lanes under structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 45.7m (149.9ft), Out-to-Out Width: 47.1m (154.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0455, Location: 08-RIV-010-R17.66 (Lat: 33.921206, Lng: -116.806781), Route carried "on" structure: Interstate 10, Year Built: 1964, Year Reconstructed: 1971, Status: Open, Structure Length: 4.65m (15.26ft), Average Daily Traffic: 91,000 (year 2012), Truck Traffic: 18%, Average Future Daily Traffic: 120,000 (year 2037), Design Load: HS 20, Features Intersected: APACHE TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.660, Lanes on structure: 8, Lanes under structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 45.7m (149.9ft), Out-to-Out Width: 47.1m (154.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0456, Location: 08-RIV-010-R19.40 (Lat: 33.919111, Lng: -116.776819), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 1,800 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 2,600 (year 2037), Design Load: HS 20, Features Intersected: INTERSTATE 10, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.400, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0456, Location: 08-RIV-010-R19.40 (Lat: 33.919111, Lng: -116.776819), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 1,800 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 2,600 (year 2037), Design Load: HS 20, Features Intersected: INTERSTATE 10, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.400, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0529L, Location: 08-RIV-010-R20.15 (Lat: 33.919997, Lng: -116.764022), Route carried "on" structure: Interstate 10, Year Built: 1966, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 45,500 (year 2012), Truck Traffic: 19%, Average Future Daily Traffic: 60,000 (year 2037), Design Load: HS 20, Features Intersected: MILLARD CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.150, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0529L, Location: 08-RIV-010-R20.15 (Lat: 33.919997, Lng: -116.764022), Route carried "on" structure: Interstate 10, Year Built: 1966, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 45,500 (year 2012), Truck Traffic: 19%, Average Future Daily Traffic: 60,000 (year 2037), Design Load: HS 20, Features Intersected: MILLARD CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.150, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0529R, Location: 08-RIV-010-R20.15 (Lat: 33.919731, Lng: -116.763847), Route carried "on" structure: Interstate 10, Year Built: 1966, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 45,500 (year 2012), Truck Traffic: 19%, Average Future Daily Traffic: 60,000 (year 2037), Design Load: HS 20, Features Intersected: MILLARD CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.150, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56 0529R, Location: 08-RIV-010-R20.15 (Lat: 33.919731, Lng: -116.763847), Route carried "on" structure: Interstate 10, Year Built: 1966, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 45,500 (year 2012), Truck Traffic: 19%, Average Future Daily Traffic: 60,000 (year 2037), Design Load: HS 20, Features Intersected: MILLARD CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.150, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0562, Location: 08-RIV-010-R19.41 (Lat: 33.918528, Lng: -116.776697), Route carried "on" structure: Interstate 10, Year Built: 1964, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 106,000 (year 2012), Truck Traffic: 19%, Average Future Daily Traffic: 169,600 (year 2037), Features Intersected: EAST CABAZON DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.410, Lanes on structure: 9, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 45.0m (147.6ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 56 0562, Location: 08-RIV-010-R19.41 (Lat: 33.918528, Lng: -116.776697), Route carried "on" structure: Interstate 10, Year Built: 1964, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 106,000 (year 2012), Truck Traffic: 19%, Average Future Daily Traffic: 169,600 (year 2037), Features Intersected: EAST CABAZON DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.410, Lanes on structure: 9, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 45.0m (147.6ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 56 0568, Location: 08-RIV-010-R19.79 (Lat: 33.918764, Lng: -116.770194), Route carried "on" structure: Interstate 10, Year Built: 1964, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 91,000 (year 2012), Truck Traffic: 18%, Average Future Daily Traffic: 120,000 (year 2037), Features Intersected: SAN JACK DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.790, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 56 0568, Location: 08-RIV-010-R19.79 (Lat: 33.918764, Lng: -116.770194), Route carried "on" structure: Interstate 10, Year Built: 1964, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 91,000 (year 2012), Truck Traffic: 18%, Average Future Daily Traffic: 120,000 (year 2037), Features Intersected: SAN JACK DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.790, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 56C0315, Location: 0.2 MI. E/O MAIN STREET (Lat: 33.917606, Lng: -116.776150), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 240 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 107 (year 2038), Features Intersected: EAST CABAZON DITCH, Facility Carried by Structure: RAILROAD AVENUE
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, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
Structure Number: 56C0315, Location: 0.2 MI. E/O MAIN STREET (Lat: 33.917606, Lng: -116.776150), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 240 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 107 (year 2038), Features Intersected: EAST CABAZON DITCH, Facility Carried by Structure: RAILROAD AVENUE
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, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
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Structure Number: 56C0405, Location: 0.3 MI. W/O MILLARD PASS (Lat: 33.927731, Lng: -116.815317), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,090 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 8,354 (year 2038), Design Load: HS 20, Features Intersected: DESERT HILLS DRAIN, Facility Carried by Structure: SEMINOLE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
Structure Number: 56C0405, Location: 0.3 MI. W/O MILLARD PASS (Lat: 33.927731, Lng: -116.815317), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,090 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 8,354 (year 2038), Design Load: HS 20, Features Intersected: DESERT HILLS DRAIN, Facility Carried by Structure: SEMINOLE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
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Structure Number: 56C0489, Location: 1.0 MI. SE/O BROADWAY (Lat: 33.901736, Lng: -116.768842), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 846 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,195 (year 2044), Design Load: HS 20+Mod, Features Intersected: SAN GORGONIO RIVER, Facility Carried by Structure: ESPERANZA AVENUE
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: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56C0489, Location: 1.0 MI. SE/O BROADWAY (Lat: 33.901736, Lng: -116.768842), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 846 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,195 (year 2044), Design Load: HS 20+Mod, Features Intersected: SAN GORGONIO RIVER, Facility Carried by Structure: ESPERANZA AVENUE
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: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56 0454, Location: 08-RIV-010-R16.54 (Lat: 33.930844, Lng: -116.822006), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2012), Truck Traffic: 10%, Features Intersected: FIELDS ROAD (MALKI ROAD), Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 16.540, Lanes on structure: 8, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.2m (63.0ft)
Structure Number: 56 0454, Location: 08-RIV-010-R16.54 (Lat: 33.930844, Lng: -116.822006), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2012), Truck Traffic: 10%, Features Intersected: FIELDS ROAD (MALKI ROAD), Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 16.540, Lanes on structure: 8, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.2m (63.0ft)
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Structure Number: 56 0455, Location: 08-RIV-010-R17.66 (Lat: 33.921206, Lng: -116.806781), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2012), Truck Traffic: 10%, Features Intersected: APACHE TRAIL, Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 17.660, Lanes on structure: 8, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 56 0455, Location: 08-RIV-010-R17.66 (Lat: 33.921206, Lng: -116.806781), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2012), Truck Traffic: 10%, Features Intersected: APACHE TRAIL, Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 17.660, Lanes on structure: 8, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.5m (77.1ft)
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Structure Number: 56 0456, Location: 08-RIV-010-R19.40 (Lat: 33.919111, Lng: -116.776819), Route carried "under" structure: Interstate 10, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 91,000 (year 2012), Truck Traffic: 18%, Features Intersected: INTERSTATE 10, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 19.400, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.8m (101.0ft)
Structure Number: 56 0456, Location: 08-RIV-010-R19.40 (Lat: 33.919111, Lng: -116.776819), Route carried "under" structure: Interstate 10, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 91,000 (year 2012), Truck Traffic: 18%, Features Intersected: INTERSTATE 10, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 19.400, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.8m (101.0ft)