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Bridge Statistics for Desert Hot Springs, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 13Number of bridges
  • 144ft / 43.6mTotal length
  • 316,834Total average daily traffic
  • 58,255Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Desert Hot Springs
  • No street view available for this location

New bridges in Desert Hot Springs, CA - historical statistics
  • New bridges - historical statistics
  • 11950-1959
  • 81960-1969
  • 11970-1979
  • 11990-1999
  • 22010-2019
Average Bridge Daily Traffic in Desert Hot Springs, CA
Average Bridge Truck Traffic in Desert Hot Springs, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 77.8%Good
  • 22.2%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 88.9%Good
  • 11.1%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 77.8%Good
  • 22.2%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 9.1%Excellent
  • 72.7%Very good
  • 18.2%Good
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 66.7%Good
  • 33.3%Satisfactory
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Structure Number: 56 0165,  Location: 08-RIV-010-34.73 (Lat: 33.894008,  Lng: -116.521131),  Route carried "on" structure: Interstate 10,  Year Built: 1955,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 87,000 (year 2010),  Truck Traffic: 24%,  Average Future Daily Traffic: 96,916 (year 2037),  Design Load: HS 20,  Features Intersected: MISSION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.730,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.3m (132.2ft),  Skew: 22 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: 40.3m (132.2ft),  Out-to-Out Width: 50.4m (165.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56 0516L,  Location: 08-RIV-062-R3.15 (Lat: 33.958689,  Lng: -116.591589),  Route carried "on" structure: State highway 62,  Year Built: 1966,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 19,000 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 38,637 (year 2038),  Design Load: HS 20,  Features Intersected: DEVILS GARDEN CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.150,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 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: 24.3 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 56 0516R,  Location: 08-RIV-062-R3.15 (Lat: 33.958533,  Lng: -116.591281),  Route carried "on" structure: State highway 62,  Year Built: 1966,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 19,000 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 38,637 (year 2038),  Design Load: HS 20,  Features Intersected: DEVILS GARDEN CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.150,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 31.4 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: 24.3 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 56 0517L,  Location: 08-RIV-062-R6.01 (Lat: 33.998761,  Lng: -116.578594),  Route carried "on" structure: State highway 62,  Year Built: 1966,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 9,000 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 15,000 (year 2040),  Design Load: HS 20,  Features Intersected: MISSION CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.010,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 29.8 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: 23.0 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: 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,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 56 0517R,  Location: 08-RIV-062-R6.01 (Lat: 33.998686,  Lng: -116.578258),  Route carried "on" structure: State highway 62,  Year Built: 1966,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 20,500 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 34,571 (year 2038),  Design Load: HS 20,  Features Intersected: MISSION CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.010,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 29.8 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: 23.0 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: 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,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 56 0533L,  Location: 08-RIV-062-R5.62 (Lat: 33.993258,  Lng: -116.580372),  Route carried "on" structure: State highway 62,  Year Built: 1966,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 9,000 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 15,000 (year 2040),  Design Load: HS 20,  Features Intersected: MISSION CHANNEL OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.620,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 35.3 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: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 56 0533R,  Location: 08-RIV-062-R5.62 (Lat: 33.993183,  Lng: -116.580039),  Route carried "on" structure: State highway 62,  Year Built: 1966,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 20,500 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 34,571 (year 2038),  Design Load: HS 20,  Features Intersected: MISSION CHANNEL OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.620,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 35.3 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: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 56 0628Y,  Location: 08-RIV-062-R1.85 (Lat: 33.940467,  Lng: -116.598086),  Route carried "on" structure: State highway 62,  Year Built: 1966,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,750 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,457 (year 2037),  Design Load: HS 20,  Features Intersected: OLD MORONGO RD DRAIN,  Facility Carried by Structure: PAINTED HILLS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.850,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2019
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Structure Number: 56 0629Y,  Location: 08-RIV-062-R3.32 (Lat: 33.961217,  Lng: -116.592333),  Route carried "on" structure: State highway 62,  Year Built: 1966,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,550 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,152 (year 2037),  Design Load: HS 20,  Features Intersected: PIERSON BLVD DRAIN,  Facility Carried by Structure: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.320,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2019
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Structure Number: 56 0832,  Location: 08-RIV-010-36.14 (Lat: 33.880008,  Lng: -116.503608),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 9.40m (30.84ft),  Average Daily Traffic: 20,534 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,504 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: PALM DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.9m (111.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.0m (154.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 33.9m (111.2ft),  Out-to-Out Width: 37.5m (123.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C0376,  Location: 50' S/O MISSION LAKES BLV (Lat: 33.975694,  Lng: -116.501244),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 11,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,670 (year 2038),  Features Intersected: YUCCA DRIVE DRAIN,  Facility Carried by Structure: PALM DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 26.7m (87.6ft)

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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C0496,  Location: 0.3 MI. E/O INDIAN AVENUE (Lat: 33.961494,  Lng: -116.540297),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 6.66m (21.85ft),  Average Daily Traffic: 4,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,354 (year 2038),  Features Intersected: MISSION CREEK,  Facility Carried by Structure: PIERSON BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56 0832,  Location: 08-RIV-010-36.14 (Lat: 33.880008,  Lng: -116.503608),  Route carried "under" structure: Interstate 10,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 94,000 (year 2010),  Truck Traffic: 24%,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: PALM DRIVE
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 36.140,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.0m (154.2ft)

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