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 - historical statistics
- 71960-1969
- 21970-1979
- 41980-1989
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 02000-2009
- 32010-2019
- Bridge Condition - Deck
- 27.3%Good
- 72.7%Fair
- Bridge Condition - Superstructure
- 72.7%Good
- 9.1%Satisfactory
- 18.2%Fair
- 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
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
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
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
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
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
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
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
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
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
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
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)
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)
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)
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)