Bridge Statistics for Monterey Park, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 41930-1939
- 21950-1959
- 471960-1969
- 251970-1979
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 01970-1979
- 01980-1989
- 51990-1999
- Bridge Condition - Deck
- 64.3%Good
- 7.1%Satisfactory
- 28.6%Fair
- Bridge Condition - Superstructure
- 82.1%Good
- 3.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 89.3%Good
- 3.6%Satisfactory
- 7.1%Fair
- Bridge Condition - Channel
- 83.3%Very good
- 16.7%Fair
- Bridge Condition - Culverts
- 75.0%Good
- 25.0%Satisfactory
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Structure Number: 53 0489M, Location: 07-LA-010-21.41-MONP (Lat: 34.061550, Lng: -118.162956), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 215,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 266,427 (year 2040), Features Intersected: SHERIFF'S RANGE WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.410, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 48.0m (157.5ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 48.0m (157.5ft), Out-to-Out Width: 48.0m (157.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 53 0489M, Location: 07-LA-010-21.41-MONP (Lat: 34.061550, Lng: -118.162956), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 215,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 266,427 (year 2040), Features Intersected: SHERIFF'S RANGE WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.410, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 48.0m (157.5ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 48.0m (157.5ft), Out-to-Out Width: 48.0m (157.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 53 0651S, Location: 07-LA-010-24.83-MONP (Lat: 34.071467, Lng: -118.108333), Route carried "on" structure: Ramp Interstate 10, Year Built: 1953, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 7,500 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 11,581 (year 2041), Design Load: HS 20, Features Intersected: NEW AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.830, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 0651S, Location: 07-LA-010-24.83-MONP (Lat: 34.071467, Lng: -118.108333), Route carried "on" structure: Ramp Interstate 10, Year Built: 1953, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 7,500 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 11,581 (year 2041), Design Load: HS 20, Features Intersected: NEW AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.830, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1262F, Location: 07-LA-710-R26.57-MONP (Lat: 34.061469, Lng: -118.162992), Route carried "on" structure: Ramp Interstate 710, Year Built: 1965, Status: Open, Structure Length: 33.53m (110.01ft), Average Daily Traffic: 3,100 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 4,714 (year 2037), Design Load: HS 20, Features Intersected: I 710, I 10, SCRRA, BNSF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.570, Lanes on structure: 2, Lanes under structure: 22, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 10, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 35.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.9 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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1262F, Location: 07-LA-710-R26.57-MONP (Lat: 34.061469, Lng: -118.162992), Route carried "on" structure: Ramp Interstate 710, Year Built: 1965, Status: Open, Structure Length: 33.53m (110.01ft), Average Daily Traffic: 3,100 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 4,714 (year 2037), Design Load: HS 20, Features Intersected: I 710, I 10, SCRRA, BNSF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.570, Lanes on structure: 2, Lanes under structure: 22, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 10, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 35.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.9 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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1444K, Location: 07-LA-010-21.22-MONP (Lat: 34.061789, Lng: -118.167547), Route carried "on" structure: Ramp Interstate 10, Year Built: 1972, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 6,300 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,375 (year 2040), Design Load: HS 20, Features Intersected: N&S710-W10 CONNECTOR RMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.220, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.3m (50.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 44.4 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: 34.7 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1444K, Location: 07-LA-010-21.22-MONP (Lat: 34.061789, Lng: -118.167547), Route carried "on" structure: Ramp Interstate 10, Year Built: 1972, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 6,300 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,375 (year 2040), Design Load: HS 20, Features Intersected: N&S710-W10 CONNECTOR RMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.220, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.3m (50.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 44.4 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: 34.7 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1445L, Location: 07-LA-710-26.47-MONP (Lat: 34.060731, Lng: -118.165311), Route carried "on" structure: Interstate 710, Year Built: 1960, Status: Open, Structure Length: 10.10m (33.14ft), Average Daily Traffic: 127,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 129,000 (year 2037), Design Load: H 20, Features Intersected: ROUTE 10 & CONNECTORS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.470, Lanes on structure: 3, Lanes under structure: 12, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 33.4 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: 25.9 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: Equal to 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1445L, Location: 07-LA-710-26.47-MONP (Lat: 34.060731, Lng: -118.165311), Route carried "on" structure: Interstate 710, Year Built: 1960, Status: Open, Structure Length: 10.10m (33.14ft), Average Daily Traffic: 127,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 129,000 (year 2037), Design Load: H 20, Features Intersected: ROUTE 10 & CONNECTORS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.470, Lanes on structure: 3, Lanes under structure: 12, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 33.4 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: 25.9 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: Equal to 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1445R, Location: 07-LA-710-26.47-MONP (Lat: 34.060719, Lng: -118.165022), Route carried "on" structure: Interstate 710, Year Built: 1960, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 127,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 129,000 (year 2037), Design Load: H 20, Features Intersected: ROUTE 10 & CONNECTORS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.470, Lanes on structure: 3, Lanes under structure: 12, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: 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: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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
Structure Number: 53 1445R, Location: 07-LA-710-26.47-MONP (Lat: 34.060719, Lng: -118.165022), Route carried "on" structure: Interstate 710, Year Built: 1960, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 127,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 129,000 (year 2037), Design Load: H 20, Features Intersected: ROUTE 10 & CONNECTORS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.470, Lanes on structure: 3, Lanes under structure: 12, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: 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: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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: 53 1447G, Location: 07-LA-710-T31.40-MONP (Lat: 34.059472, Lng: -118.165011), Route carried "on" structure: Ramp Interstate 710, Year Built: 1960, Status: Open, Structure Length: 41.68m (136.75ft), Average Daily Traffic: 50,100 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 64,129 (year 2042), Design Load: HS 20, Features Intersected: I 710, I 10,CONNS,RAMONA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.400, Lanes on structure: 3, Lanes under structure: 21, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 18, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1447G, Location: 07-LA-710-T31.40-MONP (Lat: 34.059472, Lng: -118.165011), Route carried "on" structure: Ramp Interstate 710, Year Built: 1960, Status: Open, Structure Length: 41.68m (136.75ft), Average Daily Traffic: 50,100 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 64,129 (year 2042), Design Load: HS 20, Features Intersected: I 710, I 10,CONNS,RAMONA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.400, Lanes on structure: 3, Lanes under structure: 21, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 18, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1452F, Location: 07-LA-134-0.03-LA (Lat: 34.153994, Lng: -118.376100), Route carried "on" structure: Ramp State highway 134, Year Built: 1962, Year Reconstructed: 2004, Status: Open, Structure Length: 6.82m (22.38ft), Average Daily Traffic: 3,800 (year 2014), Truck Traffic: 14%, Average Future Daily Traffic: 4,552 (year 2039), Design Load: HS 20, Features Intersected: RIVERSIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.030, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.3m (109.3ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1452F, Location: 07-LA-134-0.03-LA (Lat: 34.153994, Lng: -118.376100), Route carried "on" structure: Ramp State highway 134, Year Built: 1962, Year Reconstructed: 2004, Status: Open, Structure Length: 6.82m (22.38ft), Average Daily Traffic: 3,800 (year 2014), Truck Traffic: 14%, Average Future Daily Traffic: 4,552 (year 2039), Design Load: HS 20, Features Intersected: RIVERSIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.030, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.3m (109.3ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, 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: Superior 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: 53 1459G, Location: 07-LA-010-21.33-MONP (Lat: 34.060069, Lng: -118.165831), Route carried "on" structure: Ramp Interstate 10, Year Built: 1960, Year Reconstructed: 1972, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 30,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 35,271 (year 2040), Design Load: HS 20, Features Intersected: RAMONA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.330, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53 1459G, Location: 07-LA-010-21.33-MONP (Lat: 34.060069, Lng: -118.165831), Route carried "on" structure: Ramp Interstate 10, Year Built: 1960, Year Reconstructed: 1972, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 30,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 35,271 (year 2040), Design Load: HS 20, Features Intersected: RAMONA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.330, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53 1459L, Location: 07-LA-710-26.38-MONP (Lat: 34.059522, Lng: -118.165486), Route carried "on" structure: Interstate 710, Year Built: 1960, Status: Open, Structure Length: 5.66m (18.57ft), Average Daily Traffic: 63,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 84,946 (year 2037), Design Load: HS 20, Features Intersected: RAMONA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.380, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.9 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: 47.0 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1459L, Location: 07-LA-710-26.38-MONP (Lat: 34.059522, Lng: -118.165486), Route carried "on" structure: Interstate 710, Year Built: 1960, Status: Open, Structure Length: 5.66m (18.57ft), Average Daily Traffic: 63,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 84,946 (year 2037), Design Load: HS 20, Features Intersected: RAMONA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.380, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.9 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: 47.0 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1459R, Location: 07-LA-710-26.38-MONP (Lat: 34.059469, Lng: -118.165244), Route carried "on" structure: Interstate 710, Year Built: 1960, Status: Open, Structure Length: 5.66m (18.57ft), Average Daily Traffic: 63,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 84,946 (year 2037), Design Load: HS 20, Features Intersected: RAMONA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.380, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 59.3 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: 45.7 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1459R, Location: 07-LA-710-26.38-MONP (Lat: 34.059469, Lng: -118.165244), Route carried "on" structure: Interstate 710, Year Built: 1960, Status: Open, Structure Length: 5.66m (18.57ft), Average Daily Traffic: 63,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 84,946 (year 2037), Design Load: HS 20, Features Intersected: RAMONA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.380, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 59.3 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: 45.7 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 148, Location: 07-LA-405-3.01-LBCH (Lat: 33.803447, Lng: -118.137519), Route carried "on" structure: Interstate 405, Year Built: 1963, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 255,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 323,577 (year 2037), Design Load: HS 20, Features Intersected: WILLOW STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.010, Lanes on structure: 11, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 42.1m (138.1ft), Out-to-Out Width: 44.0m (144.4ft)
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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53 148, Location: 07-LA-405-3.01-LBCH (Lat: 33.803447, Lng: -118.137519), Route carried "on" structure: Interstate 405, Year Built: 1963, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 255,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 323,577 (year 2037), Design Load: HS 20, Features Intersected: WILLOW STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.010, Lanes on structure: 11, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 42.1m (138.1ft), Out-to-Out Width: 44.0m (144.4ft)
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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1642M, Location: 07-LA-710-25.26-MONP (Lat: 34.048228, Lng: -118.167111), Route carried "on" structure: Interstate 710, Year Built: 1961, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 127,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 170,892 (year 2037), Features Intersected: LAGUNA CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.260, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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: August 2020
Structure Number: 53 1642M, Location: 07-LA-710-25.26-MONP (Lat: 34.048228, Lng: -118.167111), Route carried "on" structure: Interstate 710, Year Built: 1961, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 127,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 170,892 (year 2037), Features Intersected: LAGUNA CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.260, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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: August 2020
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Structure Number: 53 1643M, Location: 07-LA-710-26.12-MONP (Lat: 34.054856, Lng: -118.164031), Route carried "on" structure: Interstate 710, Year Built: 1961, Year Reconstructed: 1973, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 127,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 169,892 (year 2035), Features Intersected: LAGUNA CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.120, Lanes on structure: 7, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 37 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
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 2018
Structure Number: 53 1643M, Location: 07-LA-710-26.12-MONP (Lat: 34.054856, Lng: -118.164031), Route carried "on" structure: Interstate 710, Year Built: 1961, Year Reconstructed: 1973, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 127,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 169,892 (year 2035), Features Intersected: LAGUNA CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.120, Lanes on structure: 7, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 37 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
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 2018
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Structure Number: 53 1693, Location: 07-LA-060-R5.16-MTBL (Lat: 34.032869, Lng: -118.138161), Route carried "on" structure: State highway 60, Year Built: 1967, Year Reconstructed: 2004, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 250,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 269,337 (year 2040), Design Load: HS 20, Features Intersected: FINDLAY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.160, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 45.1m (148.0ft), 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: 45.1m (148.0ft), Out-to-Out Width: 46.1m (151.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1693, Location: 07-LA-060-R5.16-MTBL (Lat: 34.032869, Lng: -118.138161), Route carried "on" structure: State highway 60, Year Built: 1967, Year Reconstructed: 2004, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 250,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 269,337 (year 2040), Design Load: HS 20, Features Intersected: FINDLAY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.160, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 45.1m (148.0ft), 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: 45.1m (148.0ft), Out-to-Out Width: 46.1m (151.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1697, Location: 07-LA-060-R4.43-MONP (Lat: 34.035200, Lng: -118.150439), Route carried "on" structure: State highway 60, Year Built: 1967, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 250,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 289,337 (year 2039), Design Load: HS 20, Features Intersected: ATLANTIC BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.430, Lanes on structure: 12, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 42.7m (140.1ft), Out-to-Out Width: 44.5m (146.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1697, Location: 07-LA-060-R4.43-MONP (Lat: 34.035200, Lng: -118.150439), Route carried "on" structure: State highway 60, Year Built: 1967, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 250,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 289,337 (year 2039), Design Load: HS 20, Features Intersected: ATLANTIC BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.430, Lanes on structure: 12, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 42.7m (140.1ft), Out-to-Out Width: 44.5m (146.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1699, Location: 07-LA-060-R4.68-MONP (Lat: 34.033522, Lng: -118.147047), Route carried "on" structure: State highway 60, Year Built: 1967, Year Reconstructed: 2004, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 250,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 289,337 (year 2039), Design Load: HS 20, Features Intersected: POMONA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.680, Lanes on structure: 12, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 45.1m (148.0ft), Skew: 37 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 45.2m (148.3ft), Out-to-Out Width: 47.0m (154.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1699, Location: 07-LA-060-R4.68-MONP (Lat: 34.033522, Lng: -118.147047), Route carried "on" structure: State highway 60, Year Built: 1967, Year Reconstructed: 2004, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 250,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 289,337 (year 2039), Design Load: HS 20, Features Intersected: POMONA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.680, Lanes on structure: 12, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 45.1m (148.0ft), Skew: 37 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 45.2m (148.3ft), Out-to-Out Width: 47.0m (154.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 172, Location: 07-LA-091-R16.07-BFL (Lat: 33.876047, Lng: -118.117533), Route carried "on" structure: State highway 91, Year Built: 1968, Year Reconstructed: 2004, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 242,000 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 258,112 (year 2038), Design Load: HS 20, Features Intersected: WOODRUFF AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.070, Lanes on structure: 12, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 51.0m (167.3ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 51.0m (167.3ft), Out-to-Out Width: 52.6m (172.6ft)
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: 24.6 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, Underclear: Somewhat better than minimum adequacy, 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
Structure Number: 53 172, Location: 07-LA-091-R16.07-BFL (Lat: 33.876047, Lng: -118.117533), Route carried "on" structure: State highway 91, Year Built: 1968, Year Reconstructed: 2004, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 242,000 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 258,112 (year 2038), Design Load: HS 20, Features Intersected: WOODRUFF AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.070, Lanes on structure: 12, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 51.0m (167.3ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 51.0m (167.3ft), Out-to-Out Width: 52.6m (172.6ft)
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: 24.6 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, Underclear: Somewhat better than minimum adequacy, 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
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Structure Number: 53 1729, Location: 07-LA-060-R4.08-MONP (Lat: 34.036394, Lng: -118.156033), Route carried "on" structure: State highway 60, Year Built: 1967, Year Reconstructed: 2004, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 261,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 289,337 (year 2039), Design Load: HS 20, Features Intersected: WOODS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.080, Lanes on structure: 12, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 51.8m (169.9ft), 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: 18.9m (62.0ft), Curb-To-Curb Width: 51.8m (169.9ft), Out-to-Out Width: 53.7m (176.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.9 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: 28.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1729, Location: 07-LA-060-R4.08-MONP (Lat: 34.036394, Lng: -118.156033), Route carried "on" structure: State highway 60, Year Built: 1967, Year Reconstructed: 2004, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 261,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 289,337 (year 2039), Design Load: HS 20, Features Intersected: WOODS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.080, Lanes on structure: 12, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 51.8m (169.9ft), 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: 18.9m (62.0ft), Curb-To-Curb Width: 51.8m (169.9ft), Out-to-Out Width: 53.7m (176.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.9 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: 28.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 177, Location: 07-LA-164-3.32 (Lat: 34.040978, Lng: -118.064122), Route carried "on" structure: State highway 164, Year Built: 1966, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 45,900 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 54,030 (year 2043), Design Load: HS 20, Features Intersected: STATE ROUTE 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.320, Lanes on structure: 6, Lanes under structure: 11, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 39.2m (128.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 177, Location: 07-LA-164-3.32 (Lat: 34.040978, Lng: -118.064122), Route carried "on" structure: State highway 164, Year Built: 1966, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 45,900 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 54,030 (year 2043), Design Load: HS 20, Features Intersected: STATE ROUTE 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.320, Lanes on structure: 6, Lanes under structure: 11, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 39.2m (128.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1774, Location: 07-LA-060-R6.86-MONP (Lat: 34.034344, Lng: -118.108617), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 20%, Average Future Daily Traffic: 1,137 (year 2040), Design Load: HS 20, Features Intersected: STATE ROUTE 60, Facility Carried by Structure: GREENWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 49.9 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: 36.0 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1774, Location: 07-LA-060-R6.86-MONP (Lat: 34.034344, Lng: -118.108617), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 20%, Average Future Daily Traffic: 1,137 (year 2040), Design Load: HS 20, Features Intersected: STATE ROUTE 60, Facility Carried by Structure: GREENWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 49.9 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: 36.0 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1904, Location: 07-LA-710-R27.02-MONP (Lat: 34.068072, Lng: -118.162614), Route carried "on" structure: State highway 710, Year Built: 1965, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 51,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 90,845 (year 2035), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.020, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Very good, Culverts: Good, 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: September 2018
Structure Number: 53 1904, Location: 07-LA-710-R27.02-MONP (Lat: 34.068072, Lng: -118.162614), Route carried "on" structure: State highway 710, Year Built: 1965, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 51,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 90,845 (year 2035), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.020, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Very good, Culverts: Good, 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: September 2018
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Structure Number: 53 2051, Location: 07-LA-071-R1.04-POM (Lat: 34.064386, Lng: -117.796719), Route carried "on" structure: State highway 71, Year Built: 1972, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 63,000 (year 2012), Average Future Daily Traffic: 103,321 (year 2039), Design Load: HS 20, Features Intersected: SAN JOSE FC CHNL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.040, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 44.2m (145.0ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 44.4m (145.7ft), Out-to-Out Width: 45.1m (148.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.1 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2051, Location: 07-LA-071-R1.04-POM (Lat: 34.064386, Lng: -117.796719), Route carried "on" structure: State highway 71, Year Built: 1972, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 63,000 (year 2012), Average Future Daily Traffic: 103,321 (year 2039), Design Load: HS 20, Features Intersected: SAN JOSE FC CHNL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.040, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 44.2m (145.0ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 44.4m (145.7ft), Out-to-Out Width: 45.1m (148.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.1 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2054, Location: 07-LA-010-21.00-MONP (Lat: 34.061017, Lng: -118.170861), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 14.60m (47.90ft), Average Daily Traffic: 9,650 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 11,330 (year 2040), Design Load: HS 20, Features Intersected: I 10,CONN,RMPS,METRO,BUS, Facility Carried by Structure: CAMPUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 19, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 41.3m (135.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 50.9 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: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2054, Location: 07-LA-010-21.00-MONP (Lat: 34.061017, Lng: -118.170861), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 14.60m (47.90ft), Average Daily Traffic: 9,650 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 11,330 (year 2040), Design Load: HS 20, Features Intersected: I 10,CONN,RMPS,METRO,BUS, Facility Carried by Structure: CAMPUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 19, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 41.3m (135.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 50.9 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: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2055K, Location: 07-LA-010-20.95-MONP (Lat: 34.061314, Lng: -118.172203), Route carried "on" structure: Ramp Interstate 10, Year Built: 1972, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 6,500 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 7,696 (year 2040), Design Load: HS 20, Features Intersected: EMBANKMENT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.950, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, 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: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2055K, Location: 07-LA-010-20.95-MONP (Lat: 34.061314, Lng: -118.172203), Route carried "on" structure: Ramp Interstate 10, Year Built: 1972, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 6,500 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 7,696 (year 2040), Design Load: HS 20, Features Intersected: EMBANKMENT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.950, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, 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: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2505L, Location: 07-LA-010S-21.35-MONP (Lat: 34.062631, Lng: -118.166044), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 12.81m (42.03ft), Average Daily Traffic: 30,500 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 30,500 (year 2040), Design Load: HS 20, Features Intersected: I 710 & S710-W10 CONN
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 21.350, Lanes on structure: 2, Lanes under structure: 8, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 70.3 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: 54.4 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: Meets minimum limits, Underclear: Meets minimum limits, 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
Structure Number: 53 2505L, Location: 07-LA-010S-21.35-MONP (Lat: 34.062631, Lng: -118.166044), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 12.81m (42.03ft), Average Daily Traffic: 30,500 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 30,500 (year 2040), Design Load: HS 20, Features Intersected: I 710 & S710-W10 CONN
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 21.350, Lanes on structure: 2, Lanes under structure: 8, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 70.3 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: 54.4 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: Meets minimum limits, Underclear: Meets minimum limits, 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
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Structure Number: 53 2538R, Location: 07-LA-010S-21.36-MONP (Lat: 34.062467, Lng: -118.166094), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 500 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 630 (year 2041), Design Load: HS 20, Features Intersected: S710-W10 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.360, Lanes on structure: 2, Lanes under structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.8 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: 47.0 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2538R, Location: 07-LA-010S-21.36-MONP (Lat: 34.062467, Lng: -118.166094), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 500 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 630 (year 2041), Design Load: HS 20, Features Intersected: S710-W10 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.360, Lanes on structure: 2, Lanes under structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.8 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: 47.0 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2542G, Location: 07-LA-010S-21.45-MONP (Lat: 34.062153, Lng: -118.163517), Route carried "on" structure: Ramp Interstate 10, Year Built: 1974, Status: Open, Structure Length: 13.52m (44.36ft), Average Daily Traffic: 500 (year 2015), Average Future Daily Traffic: 618 (year 2040), Design Load: HS 20, Features Intersected: DORCHESTER DRAIN
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 21.450, Lanes on structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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
Structure Number: 53 2542G, Location: 07-LA-010S-21.45-MONP (Lat: 34.062153, Lng: -118.163517), Route carried "on" structure: Ramp Interstate 10, Year Built: 1974, Status: Open, Structure Length: 13.52m (44.36ft), Average Daily Traffic: 500 (year 2015), Average Future Daily Traffic: 618 (year 2040), Design Load: HS 20, Features Intersected: DORCHESTER DRAIN
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 21.450, Lanes on structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 53 2543R, Location: 07-LA-010S-21.40-MONP (Lat: 34.062464, Lng: -118.165383), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 800 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 841 (year 2041), Design Load: HS 20, Features Intersected: INTERSTATE 710
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.400, Lanes on structure: 2, Lanes under structure: 7, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 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: 42.1 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.09m (16.70ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2543R, Location: 07-LA-010S-21.40-MONP (Lat: 34.062464, Lng: -118.165383), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 800 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 841 (year 2041), Design Load: HS 20, Features Intersected: INTERSTATE 710
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.400, Lanes on structure: 2, Lanes under structure: 7, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 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: 42.1 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.09m (16.70ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53C014, Location: AT 4TH STREET (Lat: 34.052147, Lng: -118.253614), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 21,377 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 26,053 (year 2036), Design Load: HS 20, Features Intersected: 4TH STREET, Facility Carried by Structure: HOPE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 98.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53C014, Location: AT 4TH STREET (Lat: 34.052147, Lng: -118.253614), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 21,377 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 26,053 (year 2036), Design Load: HS 20, Features Intersected: 4TH STREET, Facility Carried by Structure: HOPE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 98.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53C0142, Location: 0.8MI W/O ATLANTIC BLVD (Lat: 34.059858, Lng: -118.145178), Route carried "on" structure: City street L360, Year Built: 1934, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 27,360 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 32,832 (year 2040), Features Intersected: FREMONT AVE, Facility Carried by Structure: GARVEY AVE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53C0142, Location: 0.8MI W/O ATLANTIC BLVD (Lat: 34.059858, Lng: -118.145178), Route carried "on" structure: City street L360, Year Built: 1934, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 27,360 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 32,832 (year 2040), Features Intersected: FREMONT AVE, Facility Carried by Structure: GARVEY AVE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53C0143, Location: 0.7MI W/O ATLANTIC BLVD (Lat: 34.060156, Lng: -118.143581), Route carried "on" structure: City street L360, Year Built: 1934, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 27,360 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 32,832 (year 2040), Features Intersected: MONTEREY PASS RD, Facility Carried by Structure: GARVEY AVE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53C0143, Location: 0.7MI W/O ATLANTIC BLVD (Lat: 34.060156, Lng: -118.143581), Route carried "on" structure: City street L360, Year Built: 1934, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 27,360 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 32,832 (year 2040), Features Intersected: MONTEREY PASS RD, Facility Carried by Structure: GARVEY AVE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53 0651S, Location: 07-LA-010-24.83-MONP (Lat: 34.071467, Lng: -118.108333), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2011), Truck Traffic: 2%, Features Intersected: NEW AVE, Facility Carried by Structure: E10-NEW AV-E10
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.9m (39.0ft)
Structure Number: 53 0651S, Location: 07-LA-010-24.83-MONP (Lat: 34.071467, Lng: -118.108333), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2011), Truck Traffic: 2%, Features Intersected: NEW AVE, Facility Carried by Structure: E10-NEW AV-E10
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.9m (39.0ft)
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Structure Number: 53 1262F, Location: 07-LA-710-R26.57-MONP (Lat: 34.061469, Lng: -118.162992), Route carried "under" structure: Interstate 10, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 6,200 (year 2009), Truck Traffic: 2%, Features Intersected: I 710, I 10, SCRRA, BNSF
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 21.450, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 53 1262F, Location: 07-LA-710-R26.57-MONP (Lat: 34.061469, Lng: -118.162992), Route carried "under" structure: Interstate 10, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 6,200 (year 2009), Truck Traffic: 2%, Features Intersected: I 710, I 10, SCRRA, BNSF
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 21.450, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.3m (128.9ft)
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Structure Number: 53 1262F, Location: 07-LA-710-R26.57-MONP (Lat: 34.061469, Lng: -118.162992), Route carried "under" structure: Ramp Interstate 10, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 25,800 (year 2009), Truck Traffic: 2%, Features Intersected: I 710, I 10, SCRRA, BNSF
Minimum Vertical Clearance: 7.26m (23.82ft), Kilometerpoint: 21.480, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 53 1262F, Location: 07-LA-710-R26.57-MONP (Lat: 34.061469, Lng: -118.162992), Route carried "under" structure: Ramp Interstate 10, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 25,800 (year 2009), Truck Traffic: 2%, Features Intersected: I 710, I 10, SCRRA, BNSF
Minimum Vertical Clearance: 7.26m (23.82ft), Kilometerpoint: 21.480, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.3m (128.9ft)
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Structure Number: 53 1262F, Location: 07-LA-710-R26.57-MONP (Lat: 34.061469, Lng: -118.162992), Route carried "under" structure: Ramp Interstate 10, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2009), Truck Traffic: 1%, Features Intersected: I 710, I 10, SCRRA, BNSF
Minimum Vertical Clearance: 11.90m (39.04ft), Kilometerpoint: 21.450, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 53 1262F, Location: 07-LA-710-R26.57-MONP (Lat: 34.061469, Lng: -118.162992), Route carried "under" structure: Ramp Interstate 10, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2009), Truck Traffic: 1%, Features Intersected: I 710, I 10, SCRRA, BNSF
Minimum Vertical Clearance: 11.90m (39.04ft), Kilometerpoint: 21.450, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.3m (128.9ft)
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Structure Number: 53 1262F, Location: 07-LA-710-R26.57-MONP (Lat: 34.061469, Lng: -118.162992), Route carried "under" structure: Interstate 10, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 208,000 (year 2017), Truck Traffic: 6%, Features Intersected: I 710, I 10, SCRRA, BNSF
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 21.480, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 53 1262F, Location: 07-LA-710-R26.57-MONP (Lat: 34.061469, Lng: -118.162992), Route carried "under" structure: Interstate 10, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 208,000 (year 2017), Truck Traffic: 6%, Features Intersected: I 710, I 10, SCRRA, BNSF
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 21.480, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.3m (128.9ft)
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Structure Number: 53 1262F, Location: 07-LA-710-R26.57-MONP (Lat: 34.061469, Lng: -118.162992), Route carried "under" structure: Ramp Interstate 710, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 4,600 (year 2009), Truck Traffic: 2%, Features Intersected: I 710, I 10, SCRRA, BNSF
Minimum Vertical Clearance: 13.72m (45.01ft), Kilometerpoint: 26.570, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 53 1262F, Location: 07-LA-710-R26.57-MONP (Lat: 34.061469, Lng: -118.162992), Route carried "under" structure: Ramp Interstate 710, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 4,600 (year 2009), Truck Traffic: 2%, Features Intersected: I 710, I 10, SCRRA, BNSF
Minimum Vertical Clearance: 13.72m (45.01ft), Kilometerpoint: 26.570, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.3m (128.9ft)
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Structure Number: 53 1262F, Location: 07-LA-710-R26.57-MONP (Lat: 34.061469, Lng: -118.162992), Route carried "under" structure: State highway 710, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 127,000 (year 2017), Truck Traffic: 5%, Features Intersected: I 710, I 10, SCRRA, BNSF
Minimum Vertical Clearance: 13.11m (43.01ft), Kilometerpoint: 26.570, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 53 1262F, Location: 07-LA-710-R26.57-MONP (Lat: 34.061469, Lng: -118.162992), Route carried "under" structure: State highway 710, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 127,000 (year 2017), Truck Traffic: 5%, Features Intersected: I 710, I 10, SCRRA, BNSF
Minimum Vertical Clearance: 13.11m (43.01ft), Kilometerpoint: 26.570, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.3m (128.9ft)
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Structure Number: 53 1262F, Location: 07-LA-710-R26.57-MONP (Lat: 34.061469, Lng: -118.162992), Route carried "under" structure: Ramp Interstate 10, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 500 (year 2009), Truck Traffic: 1%, Features Intersected: I 710, I 10, SCRRA, BNSF
Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 21.480, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 53 1262F, Location: 07-LA-710-R26.57-MONP (Lat: 34.061469, Lng: -118.162992), Route carried "under" structure: Ramp Interstate 10, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 500 (year 2009), Truck Traffic: 1%, Features Intersected: I 710, I 10, SCRRA, BNSF
Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 21.480, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.3m (128.9ft)
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Structure Number: 53 1444K, Location: 07-LA-010-21.22-MONP (Lat: 34.061789, Lng: -118.167547), Route carried "under" structure: Ramp Interstate 710, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 32,000 (year 2011), Truck Traffic: 2%, Features Intersected: N&S710-W10 CONNECTOR RMP, Facility Carried by Structure: W10-CAMPUS DR OFF
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 26.570, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 53 1444K, Location: 07-LA-010-21.22-MONP (Lat: 34.061789, Lng: -118.167547), Route carried "under" structure: Ramp Interstate 710, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 32,000 (year 2011), Truck Traffic: 2%, Features Intersected: N&S710-W10 CONNECTOR RMP, Facility Carried by Structure: W10-CAMPUS DR OFF
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 26.570, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.3m (92.8ft)
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Structure Number: 53 1445L, Location: 07-LA-710-26.47-MONP (Lat: 34.060731, Lng: -118.165311), Route carried "under" structure: Interstate 10, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 208,000 (year 2017), Truck Traffic: 3%, Features Intersected: ROUTE 10 & CONNECTORS
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 21.350, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 53 1445L, Location: 07-LA-710-26.47-MONP (Lat: 34.060731, Lng: -118.165311), Route carried "under" structure: Interstate 10, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 208,000 (year 2017), Truck Traffic: 3%, Features Intersected: ROUTE 10 & CONNECTORS
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 21.350, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 53 1445L, Location: 07-LA-710-26.47-MONP (Lat: 34.060731, Lng: -118.165311), Route carried "under" structure: Ramp Interstate 10, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 25,000 (year 2009), Truck Traffic: 2%, Features Intersected: ROUTE 10 & CONNECTORS
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 21.350, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 53 1445L, Location: 07-LA-710-26.47-MONP (Lat: 34.060731, Lng: -118.165311), Route carried "under" structure: Ramp Interstate 10, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 25,000 (year 2009), Truck Traffic: 2%, Features Intersected: ROUTE 10 & CONNECTORS
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 21.350, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 53 1445L, Location: 07-LA-710-26.47-MONP (Lat: 34.060731, Lng: -118.165311), Route carried "under" structure: Ramp Interstate 10, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 25,000 (year 2009), Truck Traffic: 5%, Features Intersected: ROUTE 10 & CONNECTORS
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 21.350, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 53 1445L, Location: 07-LA-710-26.47-MONP (Lat: 34.060731, Lng: -118.165311), Route carried "under" structure: Ramp Interstate 10, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 25,000 (year 2009), Truck Traffic: 5%, Features Intersected: ROUTE 10 & CONNECTORS
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 21.350, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 53 1445R, Location: 07-LA-710-26.47-MONP (Lat: 34.060719, Lng: -118.165022), Route carried "under" structure: Interstate 10, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 208,000 (year 2017), Truck Traffic: 3%, Features Intersected: ROUTE 10 & CONNECTORS
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 21.350, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 53 1445R, Location: 07-LA-710-26.47-MONP (Lat: 34.060719, Lng: -118.165022), Route carried "under" structure: Interstate 10, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 208,000 (year 2017), Truck Traffic: 3%, Features Intersected: ROUTE 10 & CONNECTORS
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 21.350, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 53 1445R, Location: 07-LA-710-26.47-MONP (Lat: 34.060719, Lng: -118.165022), Route carried "under" structure: Ramp Interstate 10, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 25,000 (year 2009), Truck Traffic: 7%, Features Intersected: ROUTE 10 & CONNECTORS
Minimum Vertical Clearance: 6.80m (22.31ft), Kilometerpoint: 21.350, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 53 1445R, Location: 07-LA-710-26.47-MONP (Lat: 34.060719, Lng: -118.165022), Route carried "under" structure: Ramp Interstate 10, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 25,000 (year 2009), Truck Traffic: 7%, Features Intersected: ROUTE 10 & CONNECTORS
Minimum Vertical Clearance: 6.80m (22.31ft), Kilometerpoint: 21.350, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 53 1445R, Location: 07-LA-710-26.47-MONP (Lat: 34.060719, Lng: -118.165022), Route carried "under" structure: Ramp Interstate 10, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 25,000 (year 2009), Truck Traffic: 2%, Features Intersected: ROUTE 10 & CONNECTORS
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 21.350, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 53 1445R, Location: 07-LA-710-26.47-MONP (Lat: 34.060719, Lng: -118.165022), Route carried "under" structure: Ramp Interstate 10, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 25,000 (year 2009), Truck Traffic: 2%, Features Intersected: ROUTE 10 & CONNECTORS
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 21.350, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 53 1447G, Location: 07-LA-710-T31.40-MONP (Lat: 34.059472, Lng: -118.165011), Route carried "under" structure: Ramp Interstate 10, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2009), Truck Traffic: 1%, Features Intersected: I 710, I 10,CONNS,RAMONA
Minimum Vertical Clearance: 9.80m (32.15ft), Kilometerpoint: 21.480, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 53 1447G, Location: 07-LA-710-T31.40-MONP (Lat: 34.059472, Lng: -118.165011), Route carried "under" structure: Ramp Interstate 10, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2009), Truck Traffic: 1%, Features Intersected: I 710, I 10,CONNS,RAMONA
Minimum Vertical Clearance: 9.80m (32.15ft), Kilometerpoint: 21.480, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.7m (104.0ft)
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Structure Number: 53 1447G, Location: 07-LA-710-T31.40-MONP (Lat: 34.059472, Lng: -118.165011), Route carried "under" structure: Ramp Interstate 10, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 25,500 (year 2017), Truck Traffic: 1%, Features Intersected: I 710, I 10,CONNS,RAMONA
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 21.480, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 53 1447G, Location: 07-LA-710-T31.40-MONP (Lat: 34.059472, Lng: -118.165011), Route carried "under" structure: Ramp Interstate 10, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 25,500 (year 2017), Truck Traffic: 1%, Features Intersected: I 710, I 10,CONNS,RAMONA
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 21.480, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.7m (104.0ft)
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Structure Number: 53 1447G, Location: 07-LA-710-T31.40-MONP (Lat: 34.059472, Lng: -118.165011), Route carried "under" structure: Ramp Interstate 10, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2015), Truck Traffic: 1%, Features Intersected: I 710, I 10,CONNS,RAMONA
Minimum Vertical Clearance: 8.86m (29.07ft), Kilometerpoint: 21.480, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 53 1447G, Location: 07-LA-710-T31.40-MONP (Lat: 34.059472, Lng: -118.165011), Route carried "under" structure: Ramp Interstate 10, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2015), Truck Traffic: 1%, Features Intersected: I 710, I 10,CONNS,RAMONA
Minimum Vertical Clearance: 8.86m (29.07ft), Kilometerpoint: 21.480, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.7m (104.0ft)
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Structure Number: 53 1447G, Location: 07-LA-710-T31.40-MONP (Lat: 34.059472, Lng: -118.165011), Route carried "under" structure: Interstate 10, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 215,000 (year 2009), Truck Traffic: 6%, Features Intersected: I 710, I 10,CONNS,RAMONA
Minimum Vertical Clearance: 10.97m (35.99ft), Kilometerpoint: 21.420, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 53 1447G, Location: 07-LA-710-T31.40-MONP (Lat: 34.059472, Lng: -118.165011), Route carried "under" structure: Interstate 10, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 215,000 (year 2009), Truck Traffic: 6%, Features Intersected: I 710, I 10,CONNS,RAMONA
Minimum Vertical Clearance: 10.97m (35.99ft), Kilometerpoint: 21.420, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.7m (104.0ft)
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Structure Number: 53 1447G, Location: 07-LA-710-T31.40-MONP (Lat: 34.059472, Lng: -118.165011), Route carried "under" structure: Ramp Interstate 10, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2009), Truck Traffic: 2%, Features Intersected: I 710, I 10,CONNS,RAMONA
Minimum Vertical Clearance: 13.13m (43.08ft), Kilometerpoint: 21.480, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 53 1447G, Location: 07-LA-710-T31.40-MONP (Lat: 34.059472, Lng: -118.165011), Route carried "under" structure: Ramp Interstate 10, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2009), Truck Traffic: 2%, Features Intersected: I 710, I 10,CONNS,RAMONA
Minimum Vertical Clearance: 13.13m (43.08ft), Kilometerpoint: 21.480, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.7m (104.0ft)