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Bridge Statistics for Monterey Park, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 78Number of bridges
  • 794ft / 242mTotal length
  • 5,004,911Total average daily traffic
  • 301,135Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Monterey Park
  • No street view available for this location

New bridges in Monterey Park, CA - historical statistics
  • New bridges - historical statistics
  • 41930-1939
  • 21950-1959
  • 471960-1969
  • 251970-1979
Reconstructed bridges in Monterey Park, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21960-1969
  • 01970-1979
  • 01980-1989
  • 51990-1999
Average Bridge Daily Traffic in Monterey Park, CA
Average Bridge Truck Traffic in Monterey Park, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 64.3%Good
  • 7.1%Satisfactory
  • 28.6%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 82.1%Good
  • 3.6%Satisfactory
  • 14.3%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 89.3%Good
  • 3.6%Satisfactory
  • 7.1%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 83.3%Very good
  • 16.7%Fair
Bridge Condition - Culverts
  • 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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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