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


  • National Bridge Inventory (NBI) Statistics
  • 223Number of bridges
  • 2,815ft / 858mTotal length
  • $51,010,000Total costs
  • 13,575,501Total average daily traffic
  • 683,570Total average daily truck traffic
  • 8,116,732Total future (year 2020) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Pasadena
  • No street view available for this location

New bridges in Pasadena, CA - historical statistics
  • New bridges - historical statistics
  • 31910-1919
  • 41920-1929
  • 51930-1939
  • 11940-1949
  • 151950-1959
  • 51960-1969
  • 1751970-1979
  • 41980-1989
  • 61990-1999
  • 32000-2009
  • 22010-2018
Reconstructed bridges in Pasadena, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 31960-1969
  • 01970-1979
  • 11980-1989
  • 11990-1999
  • 02000-2009
  • 12010-2018
Average Bridge Daily Traffic in Pasadena, CA
Average Bridge Truck Traffic in Pasadena, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 15.5%Very good
  • 50.9%Good
  • 17.3%Satisfactory
  • 14.5%Fair
  • 1.8%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 14.5%Very good
  • 71.8%Good
  • 5.5%Satisfactory
  • 7.3%Fair
  • 0.9%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 23.6%Very good
  • 68.2%Good
  • 6.4%Satisfactory
  • 1.8%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 72.7%Excellent
  • 21.2%Very good
  • 6.1%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 20.0%Very good
  • 60.0%Good
  • 20.0%Satisfactory
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Structure Number: 53 0063,  Location: 07-LA-002-28.58-PAS (Lat: 34.242042,  Lng: -118.189303),  Route carried "on" structure: State highway 2,  Year Built: 1931,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 3,700 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,479 (year 2037),  Design Load: H 15,  Features Intersected: SLIDE CANYON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.858,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53 0086,  Location: 07-LA-002-29.55 (Lat: 34.252136,  Lng: -118.197364),  Route carried "on" structure: State highway 2,  Year Built: 1931,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 3,700 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,448 (year 2037),  Design Load: H 15,  Features Intersected: FERN CANYON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.955,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53 0088,  Location: 07-LA-002-29.08-PAS (Lat: 34.248067,  Lng: -118.193092),  Route carried "on" structure: State highway 2,  Year Built: 1931,  Status: Open,  Structure Length: 0.25m (0.82ft),  Average Daily Traffic: 3,700 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,448 (year 2037),  Design Load: H 15,  Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.908,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.25m (0.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Bridge Improvement Cost: $196,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $329,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53 0162,  Location: 07-LA-005-22.26-LA (Lat: 34.099236,  Lng: -118.247089),  Route carried "on" structure: Interstate 5,  Year Built: 1961,  Status: Open,  Structure Length: 0.21m (0.69ft),  Average Daily Traffic: 283,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 308,722 (year 2038),  Design Load: HS 20,  Features Intersected: NEWELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.226,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 427.0m (1,400.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 43.5m (142.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 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: 38.6 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: Better than 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: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 0166,  Location: 07-LA-134-R12.57-PAS (Lat: 34.144611,  Lng: -118.167686),  Route carried "on" structure: State highway 134,  Year Built: 1953,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 41.04m (134.65ft),  Average Daily Traffic: 202,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 220,826 (year 2040),  Design Load: HS 20,  Features Intersected: ARROYO SECO & STREETS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.257,  Lanes on structure: 12,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 482.0m (1,581.4ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 97.5m (319.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 48.2m (158.1ft),  Out-to-Out Width: 49.9m (163.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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: January 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0166,  Location: 07-LA-134-R12.57-PAS (Lat: 34.144611,  Lng: -118.167686),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 1998),  Truck Traffic: 2%,  Features Intersected: ARROYO SECO & STREETS,  Facility Carried by Structure: SR 134
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 97.5m (319.9ft)

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Structure Number: 53 0166,  Location: 07-LA-134-R12.57-PAS (Lat: 34.144611,  Lng: -118.167686),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 2,200 (year 1998),  Truck Traffic: 2%,  Features Intersected: ARROYO SECO & STREETS,  Facility Carried by Structure: SR 134
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 97.5m (319.9ft)

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Structure Number: 53 0570G,  Location: 07-LA-002-14.95-LA (Lat: 34.099583,  Lng: -118.250469),  Route carried "on" structure: Ramp State highway 2,  Year Built: 1961,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 1,600 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,134 (year 2037),  Design Load: HS 20,  Features Intersected: RIVERSIDE DR,S5-OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.495,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.9 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: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 0579,  Location: 07-LA-210-R21.84-PAS (Lat: 34.186411,  Lng: -118.179083),  Route carried "on" structure: Interstate 210,  Year Built: 1974,  Status: Open,  Structure Length: 13.78m (45.21ft),  Average Daily Traffic: 113,000 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 129,673 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: FLINT CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.184,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 445.0m (1,460.0ft),  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: 51.5m (169.0ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 44.5m (146.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 0763,  Location: 07-LA-134-R12.96-PAS (Lat: 34.147131,  Lng: -118.161406),  Route carried "under" structure: Ramp State highway 134,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 28,700 (year 1998),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 134 & RAMPS,  Facility Carried by Structure: ORANGE GROVE BLVD
Minimum Vertical Clearance: 7.11m (23.33ft),  Kilometerpoint: 1.296,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 53 0763,  Location: 07-LA-134-R12.96-PAS (Lat: 34.147131,  Lng: -118.161406),  Route carried "under" structure: Ramp State highway 134,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 10,100 (year 1998),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 134 & RAMPS,  Facility Carried by Structure: ORANGE GROVE BLVD
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 1.296,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 53 0763,  Location: 07-LA-134-R12.96-PAS (Lat: 34.147131,  Lng: -118.161406),  Route carried "under" structure: State highway 134,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 202,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 134 & RAMPS,  Facility Carried by Structure: ORANGE GROVE BLVD
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 1.296,  Lanes on structure: 7,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 53 1957K,  Location: 07-LA-210-R29.49-PAS (Lat: 34.148803,  Lng: -118.074011),  Route carried "on" structure: Ramp Interstate 210,  Year Built: 1971,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 3,050 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,576 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ROSEMEAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.949,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.2 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: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1957K,  Location: 07-LA-210-R29.49-PAS (Lat: 34.148803,  Lng: -118.074011),  Route carried "under" structure: Ramp Interstate 210,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 3,900 (year 2009),  Truck Traffic: 1%,  Features Intersected: ROSEMEAD BLVD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 2.949,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 53 1957K,  Location: 07-LA-210-R29.49-PAS (Lat: 34.148803,  Lng: -118.074011),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 7,300 (year 2009),  Truck Traffic: 2%,  Features Intersected: ROSEMEAD BLVD,  Facility Carried by Structure: W210-FOOTHILL OFF
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 53 1957L,  Location: 07-LA-210-R29.49-PAS (Lat: 34.148417,  Lng: -118.073558),  Route carried "on" structure: Interstate 210,  Year Built: 1971,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 147,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 144,910 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ROSEMEAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.949,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 2.5m (8.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.5 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: 22.7 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1957L,  Location: 07-LA-210-R29.49-PAS (Lat: 34.148417,  Lng: -118.073558),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 20,300 (year 2009),  Truck Traffic: 4%,  Features Intersected: ROSEMEAD BLVD,  Facility Carried by Structure: INTERSTATE 210 WB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 53 1957R,  Location: 07-LA-210-R29.49-PAS (Lat: 34.148053,  Lng: -118.073561),  Route carried "on" structure: Interstate 210,  Year Built: 1971,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 147,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 144,910 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ROSEMEAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.949,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 2.5m (8.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.5 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: 19.8 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1957R,  Location: 07-LA-210-R29.49-PAS (Lat: 34.148053,  Lng: -118.073561),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 20,300 (year 2009),  Truck Traffic: 4%,  Features Intersected: ROSEMEAD BLVD,  Facility Carried by Structure: INTERSTATE 210 EB
Minimum Vertical Clearance: 6.68m (21.92ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 53 1966L,  Location: 07-LA-210-R29.29-PAS (Lat: 34.147831,  Lng: -118.082339),  Route carried "on" structure: Interstate 210,  Year Built: 1976,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 147,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 144,910 (year 2035),  Design Load: HS 20,  Features Intersected: SIERRA MADRE VILLA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.929,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1966L,  Location: 07-LA-210-R29.29-PAS (Lat: 34.147831,  Lng: -118.082339),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 60,500 (year 2009),  Truck Traffic: 7%,  Features Intersected: SIERRA MADRE VILLA AVE,  Facility Carried by Structure: INTERSTATE 210 WB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 53 1966R,  Location: 07-LA-210-R29.29-PAS (Lat: 34.147453,  Lng: -118.082231),  Route carried "on" structure: Interstate 210,  Year Built: 1976,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 147,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 144,910 (year 2035),  Design Load: HS 20,  Features Intersected: SIERRA MADRE VILLA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.929,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 247.0m (810.4ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1966R,  Location: 07-LA-210-R29.29-PAS (Lat: 34.147453,  Lng: -118.082231),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 127,350 (year 2009),  Truck Traffic: 6%,  Features Intersected: SIERRA MADRE VILLA AVE,  Facility Carried by Structure: INTERSTATE 210 EB
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 53 2040L,  Location: 07-LA-210-R27.41-PAS (Lat: 34.152503,  Lng: -118.113511),  Route carried "under" structure: City street Q311,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 23,500 (year 2009),  Truck Traffic: 2%,  Features Intersected: ALLEN AVE,  Facility Carried by Structure: INTERSTATE 210
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 53 2040R,  Location: 07-LA-210-R27.41-PAS (Lat: 34.152167,  Lng: -118.113494),  Route carried "on" structure: Interstate 210,  Year Built: 1976,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 147,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 144,910 (year 2035),  Design Load: HS 20,  Features Intersected: ALLEN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.741,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 247.0m (810.4ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.4 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: 51.2 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2040R,  Location: 07-LA-210-R27.41-PAS (Lat: 34.152167,  Lng: -118.113494),  Route carried "under" structure: City street Q311,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 23,500 (year 2009),  Truck Traffic: 2%,  Features Intersected: ALLEN AVE,  Facility Carried by Structure: INTERSTATE 210
Minimum Vertical Clearance: 6.75m (22.15ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 53 2041L,  Location: 07-LA-210-R27.81-PAS (Lat: 34.152569,  Lng: -118.106525),  Route carried "on" structure: Interstate 210,  Year Built: 1976,  Status: Open,  Structure Length: 0.47m (1.54ft),  Average Daily Traffic: 147,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 144,910 (year 2035),  Design Load: HS 20,  Features Intersected: CRAIG AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.781,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 283.0m (928.5ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 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: 38.6 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2041L,  Location: 07-LA-210-R27.81-PAS (Lat: 34.152569,  Lng: -118.106525),  Route carried "under" structure: City street Q463,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 4,240 (year 2009),  Truck Traffic: 2%,  Features Intersected: CRAIG AVE,  Facility Carried by Structure: INTERSTATE 210 WB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.6m (152.9ft)

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Structure Number: 53 2041R,  Location: 07-LA-210-R27.81-PAS (Lat: 34.152197,  Lng: -118.106528),  Route carried "on" structure: Interstate 210,  Year Built: 1976,  Status: Open,  Structure Length: 0.47m (1.54ft),  Average Daily Traffic: 147,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 144,910 (year 2035),  Design Load: HS 20,  Features Intersected: CRAIG AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.781,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 283.0m (928.5ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.7m (15.4ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2041R,  Location: 07-LA-210-R27.81-PAS (Lat: 34.152197,  Lng: -118.106528),  Route carried "under" structure: City street Q463,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 4,240 (year 2009),  Truck Traffic: 2%,  Features Intersected: CRAIG AVE,  Facility Carried by Structure: INTERSTATE 210 EB
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 4.7m (15.4ft)

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Structure Number: 53 2045R,  Location: 07-LA-210-R29.09-PAS (Lat: 34.148167,  Lng: -118.085139),  Route carried "on" structure: Interstate 210,  Year Built: 1976,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 147,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 144,910 (year 2035),  Design Load: HS 20,  Features Intersected: ABANDONED RR ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.909,  Lanes on structure: 7,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 314.0m (1,030.2ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 31.4m (103.0ft),  Out-to-Out Width: 139.5m (457.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: October 2017
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Structure Number: 53 2084L,  Location: 07-LA-210-R26.94-PAS (Lat: 34.152353,  Lng: -118.121675),  Route carried "on" structure: Interstate 210,  Year Built: 1976,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 147,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 144,910 (year 2035),  Design Load: HS 20,  Features Intersected: HILL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.694,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 247.0m (810.4ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.5m (8.2ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2084L,  Location: 07-LA-210-R26.94-PAS (Lat: 34.152353,  Lng: -118.121675),  Route carried "under" structure: City street Q309,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 24,500 (year 2009),  Truck Traffic: 2%,  Features Intersected: HILL AVE,  Facility Carried by Structure: INTERSTATE 210 WB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 2.5m (8.2ft)

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Structure Number: 53 2084R,  Location: 07-LA-210-R26.94-PAS (Lat: 34.152000,  Lng: -118.121681),  Route carried "on" structure: Interstate 210,  Year Built: 1976,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 147,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 144,910 (year 2035),  Design Load: HS 20,  Features Intersected: HILL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.694,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 247.0m (810.4ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2084R,  Location: 07-LA-210-R26.94-PAS (Lat: 34.152000,  Lng: -118.121681),  Route carried "under" structure: City street Q309,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 24,500 (year 2009),  Truck Traffic: 2%,  Features Intersected: HILL AVE,  Facility Carried by Structure: INTERSTATE 210 EB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 53 2093L,  Location: 07-LA-210-R27.18-PAS (Lat: 34.152422,  Lng: -118.117592),  Route carried "on" structure: Interstate 210,  Year Built: 1976,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 147,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 144,910 (year 2035),  Design Load: HS 20,  Features Intersected: SIERRA BONITA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.718,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 2.9m (9.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 2.9m (9.5ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 9.4 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: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 48.50m (159.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $1,692,000,  Roadway Improvement Cost: $338,000,  Total Project Cost: $2,842,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2093L,  Location: 07-LA-210-R27.18-PAS (Lat: 34.152422,  Lng: -118.117592),  Route carried "under" structure: City street Q310,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2009),  Truck Traffic: 2%,  Features Intersected: SIERRA BONITA AVE,  Facility Carried by Structure: INTERSTATE 210
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.9m (157.2ft)

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Structure Number: 53 2093R,  Location: 07-LA-210-R27.18-PAS (Lat: 34.152028,  Lng: -118.117594),  Route carried "on" structure: Interstate 210,  Year Built: 1976,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 147,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 144,910 (year 2035),  Design Load: HS 20,  Features Intersected: SIERRA BONITA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.718,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 299.0m (981.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 9.4 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2093R,  Location: 07-LA-210-R27.18-PAS (Lat: 34.152028,  Lng: -118.117594),  Route carried "under" structure: City street Q310,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2009),  Truck Traffic: 2%,  Features Intersected: SIERRA BONITA AVE,  Facility Carried by Structure: INTERSTATE 210
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.9m (157.2ft)

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Structure Number: 53 2097,  Location: 07-LA-134-R12.36-PAS (Lat: 34.143489,  Lng: -118.171089),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 8,400 (year 1998),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,282 (year 2036),  Design Load: HS 20,  Features Intersected: STATE ROUTE 134,  Facility Carried by Structure: SAN RAFAEL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.8m (94.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: 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: 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 57.60m (188.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Bridge Improvement Cost: $1,370,000,  Roadway Improvement Cost: $274,000,  Total Project Cost: $2,301,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2097,  Location: 07-LA-134-R12.36-PAS (Lat: 34.143489,  Lng: -118.171089),  Route carried "under" structure: State highway 134,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 202,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 134,  Facility Carried by Structure: SAN RAFAEL AVE
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 1.236,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.8m (94.5ft)

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Structure Number: 53 2099L,  Location: 07-LA-210-R28.87-PAS (Lat: 34.150253,  Lng: -118.088692),  Route carried "on" structure: Interstate 210,  Year Built: 1976,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 147,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 144,910 (year 2035),  Design Load: HS 20,  Features Intersected: FOOTHILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.887,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 283.0m (928.5ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.8 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2099L,  Location: 07-LA-210-R28.87-PAS (Lat: 34.150253,  Lng: -118.088692),  Route carried "under" structure: City street L718,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 60,500 (year 2009),  Truck Traffic: 7%,  Features Intersected: FOOTHILL BLVD,  Facility Carried by Structure: INTERSTATE 210
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 53 2099R,  Location: 07-LA-210-R28.87-PAS (Lat: 34.150239,  Lng: -118.089342),  Route carried "on" structure: Interstate 210,  Year Built: 1976,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 147,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 144,910 (year 2035),  Design Load: HS 20,  Features Intersected: FOOTHILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.887,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 283.0m (928.5ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.8 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2099R,  Location: 07-LA-210-R28.87-PAS (Lat: 34.150239,  Lng: -118.089342),  Route carried "under" structure: City street L718,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 60,500 (year 2009),  Truck Traffic: 3%,  Features Intersected: FOOTHILL BLVD,  Facility Carried by Structure: INTERSTATE 210
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 53 2150L,  Location: 07-LA-057-R4.51L-DMBR (Lat: 34.001103,  Lng: -117.835672),  Route carried "on" structure: State highway 57,  Year Built: 1972,  Status: Open,  Structure Length: 18.04m (59.19ft),  Average Daily Traffic: 99,000 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 116,766 (year 2035),  Design Load: HS 20,  Features Intersected: SR 60, CO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 3,  Lanes under structure: 14,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2153,  Location: 07-LA-210-R22.49-PAS (Lat: 34.181639,  Lng: -118.169122),  Route carried "on" structure: City street Q303,  Year Built: 1973,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 17,500 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,325 (year 2036),  Design Load: HS 20,  Features Intersected: ROUTE 210,  Facility Carried by Structure: ARROYO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 262.0m (859.6ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2153,  Location: 07-LA-210-R22.49-PAS (Lat: 34.181639,  Lng: -118.169122),  Route carried "under" structure: Interstate 210,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 113,000 (year 2009),  Truck Traffic: 10%,  Features Intersected: ROUTE 210,  Facility Carried by Structure: ARROYO BLVD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 2.249,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 53 2154,  Location: 07-LA-210-R22.84-PAS (Lat: 34.177733,  Lng: -118.164608),  Route carried "on" structure: Interstate 210,  Year Built: 1973,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 111,000 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 235,951 (year 2035),  Design Load: HS 20,  Features Intersected: CASITAS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.284,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 494.0m (1,620.7ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 49.5m (162.4ft),  Out-to-Out Width: 51.2m (168.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable 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 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2154,  Location: 07-LA-210-R22.84-PAS (Lat: 34.177733,  Lng: -118.164608),  Route carried "under" structure: City street Q305,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2009),  Truck Traffic: 2%,  Features Intersected: CASITAS AVE,  Facility Carried by Structure: INTERSTATE 210
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 53 2155,  Location: 07-LA-210-R23.19-PAS (Lat: 34.174039,  Lng: -118.159928),  Route carried "on" structure: Interstate 210,  Year Built: 1973,  Status: Open,  Structure Length: 16.79m (55.09ft),  Average Daily Traffic: 111,000 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 235,951 (year 2035),  Design Load: HS 20,  Features Intersected: LINCOLN - HOWARD UC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.319,  Lanes on structure: 9,  Lanes under structure: 14,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 479.0m (1,571.5ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 7,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 49.2m (161.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable 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 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2155,  Location: 07-LA-210-R23.19-PAS (Lat: 34.174039,  Lng: -118.159928),  Route carried "under" structure: City street 210,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: LINCOLN - HOWARD UC
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 2.319,  Lanes on structure: 9,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 53 2155,  Location: 07-LA-210-R23.19-PAS (Lat: 34.174039,  Lng: -118.159928),  Route carried "under" structure: City street 210,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 7,500 (year 2009),  Truck Traffic: 2%,  Features Intersected: LINCOLN - HOWARD UC
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 2.319,  Lanes on structure: 9,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 53 2156K,  Location: 07-LA-210-R23.22-PAS (Lat: 34.173606,  Lng: -118.158642),  Route carried "on" structure: Bypass Interstate 210,  Year Built: 1973,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 6,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,747 (year 2036),  Design Load: HS 20,  Features Intersected: HOWARD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.322,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.5 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: 28.2 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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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