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Bridge Statistics for Loma Linda, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 14Number of bridges
  • 177ft / 53.5mTotal length
  • 504,505Total average daily traffic
  • 40,917Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Loma Linda
  • No street view available for this location

New bridges in Loma Linda, CA - historical statistics
  • New bridges - historical statistics
  • 71960-1969
  • 21970-1979
  • 41980-1989
  • 12000-2009
Reconstructed bridges in Loma Linda, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11990-1999
  • 02000-2009
  • 32010-2019
Average Bridge Daily Traffic in Loma Linda, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 27.3%Good
  • 72.7%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 72.7%Good
  • 9.1%Satisfactory
  • 18.2%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 66.7%Excellent
  • 33.3%Very good
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Structure Number: 54 059,  Location: 08-SBD-010-34.29-RDL (Lat: 34.033531,  Lng: -117.138892),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,142 (year 2042),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: WABASH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.8 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: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54 0596,  Location: 08-SBD-010-27.30-LMLN (Lat: 34.066414,  Lng: -117.243936),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 102,500 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 123,000 (year 2041),  Design Load: HS 20,  Features Intersected: MOUNTAIN VIEW AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.300,  Lanes on structure: 8,  Lanes under structure: 5,  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: 27.4m (89.9ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.2m (154.9ft)

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: June 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54 0597,  Location: 08-SBD-010-26.81-LMLN (Lat: 34.066714,  Lng: -117.252519),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 450 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 600 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: RICHARDSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.4 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: 39.9 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54 0598,  Location: 08-SBD-010-26.27-LMLN (Lat: 34.064239,  Lng: -117.261383),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 131,000 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 154,000 (year 2041),  Design Load: HL 93,  Features Intersected: TIPPECANOE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.270,  Lanes on structure: 9,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 53.5m (175.5ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 53.5m (175.5ft),  Out-to-Out Width: 55.0m (180.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54C0143,  Location: 0.25 MI S OF I-10 (Lat: 34.061278,  Lng: -117.261028),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 26,063 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,547 (year 2042),  Features Intersected: SAN TIMOTEO CREEK,  Facility Carried by Structure: ANDERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.060,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.7 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: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54C0159,  Location: 0.3 MI W CALIFORNIA ST (Lat: 34.049058,  Lng: -117.231800),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 24,760 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,547 (year 2042),  Design Load: HS 20,  Features Intersected: SAN TIMOTEO CREEK,  Facility Carried by Structure: BARTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 25 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54C0353,  Location: 1.0 MI S OF I-10 (Lat: 34.052392,  Lng: -117.243483),  Route carried "on" structure: City street ,  Year Built: 1980,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 23,151 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,547 (year 2042),  Features Intersected: UP RR & AMTRAK,  Facility Carried by Structure: MOUNTAIN VIEW AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.090,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: 54C0436,  Location: 0.3 MI S OF REDLANDS BLVD (Lat: 34.058686,  Lng: -117.254544),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 1,126 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,327 (year 2042),  Features Intersected: SAN TIMOTEO CREEK,  Facility Carried by Structure: POPLAR ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.070,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54C0545,  Location: 0.9 MI S/O I-10 (Lat: 34.053981,  Lng: -117.243497),  Route carried "on" structure: City street ,  Year Built: 1980,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 23,151 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,547 (year 2042),  Features Intersected: SAN TIMOTEO CREEK,  Facility Carried by Structure: MT VIEW AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 24.9m (81.7ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54C0571,  Location: 0.4 MI W MTN VIEW AVE (Lat: 34.055692,  Lng: -117.250772),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 2,879 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,068 (year 2042),  Design Load: HS 20,  Features Intersected: SAN TIMOTEO CREEK,  Facility Carried by Structure: VAN LEUVEN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54C07,  Location: 0.5 MI W SAN TIMOTEO CYN (Lat: 34.037408,  Lng: -117.219169),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 2,925 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,082 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SAN TIMOTEO WASH,  Facility Carried by Structure: BEAUMONT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.6m (103.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54 0596,  Location: 08-SBD-010-27.30-LMLN (Lat: 34.066414,  Lng: -117.243936),  Route carried "under" structure: City street R033,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2016),  Truck Traffic: 5%,  Features Intersected: MOUNTAIN VIEW AVE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 54 0597,  Location: 08-SBD-010-26.81-LMLN (Lat: 34.066714,  Lng: -117.252519),  Route carried "under" structure: Interstate 10,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 131,000 (year 2019),  Truck Traffic: 9%,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: RICHARDSON STREET
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 26.810,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 54 0598,  Location: 08-SBD-010-26.27-LMLN (Lat: 34.064239,  Lng: -117.261383),  Route carried "under" structure: City street R034,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 2020),  Truck Traffic: 2%,  Features Intersected: TIPPECANOE AVENUE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.0m (91.9ft)

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