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

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Structure Number: 53C0261,  Location: 200FT N/O I-405 FWY (Lat: 33.840161,  Lng: -118.262947),  Route carried "on" structure: City street L044,  Year Built: 1962,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 24,100 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,900 (year 2038),  Design Load: HS 20,  Features Intersected: DOMINGUEZ CHAN,  Facility Carried by Structure: AVALON BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0264,  Location: 0.4MI S/O LINCOLN BLVD (Lat: 34.158261,  Lng: -118.161814),  Route carried "on" structure: City street Q304,  Year Built: 1989,  Status: Open,  Structure Length: 12.24m (40.16ft),  Average Daily Traffic: 755 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 831 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SECO ST,  Facility Carried by Structure: PROSPECT BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0351,  Location: AT OLYMPIC BLVD (Lat: 34.056411,  Lng: -118.413456),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 30,223 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 40,940 (year 2040),  Design Load: HS 20,  Features Intersected: OLYMPIC BLVD,  Facility Carried by Structure: AVENUE OF THE STAR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 27.2m (89.2ft),  Out-to-Out Width: 35.2m (115.5ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.19m (23.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,531,000,  Roadway Improvement Cost: $506,000,  Total Project Cost: $4,252,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0367,  Location: 0.1MI E/O FAIR OAKS AVE (Lat: 34.149419,  Lng: -118.147061),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 19,326 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,191 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: METRO,  Facility Carried by Structure: WALNUT ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 93.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.7 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0643,  Location: 10MI N/O FOOTHILL BLVD (Lat: 34.283597,  Lng: -118.197608),  Route carried "on" structure: County highway L624,  Year Built: 1958,  Status: Open,  Structure Length: 11.70m (38.39ft),  Average Daily Traffic: 510 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 561 (year 2041),  Design Load: HS 20,  Features Intersected: BIG TUJUNGA CYN-E XING,  Facility Carried by Structure: BIG TUJUNGA CYN RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 82.0m (269.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0657L,  Location: 0.5MI W/O SIERRA MADRE VL (Lat: 34.161619,  Lng: -118.089675),  Route carried "on" structure: City street L514,  Year Built: 1958,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 7,604 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,745 (year 2040),  Design Load: HS 20,  Features Intersected: EATON WASH,  Facility Carried by Structure: SIERRA MDR BLVD W
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0657R,  Location: 0.5MI W/O SIERRA MDRE VLL (Lat: 34.161289,  Lng: -118.089569),  Route carried "on" structure: City street L514,  Year Built: 1958,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 8,699 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,004 (year 2040),  Design Load: HS 20,  Features Intersected: EATON WASH,  Facility Carried by Structure: SIERRA MDRE BLVD E
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0755,  Location: 0.8MI W/O FAIR OAKS AVE (Lat: 34.174456,  Lng: -118.170753),  Route carried "on" structure: City street Q295,  Year Built: 1939,  Status: Open,  Structure Length: 2.52m (8.27ft),  Average Daily Traffic: 1,262 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,388 (year 2040),  Features Intersected: ARROYO SECO CHAN,  Facility Carried by Structure: WASHINGTON BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0756,  Location: 0.1MI W/O ARROYO BLVD (Lat: 34.155994,  Lng: -118.168106),  Route carried "on" structure: City street Q488,  Year Built: 1939,  Status: Open,  Structure Length: 2.03m (6.66ft),  Average Daily Traffic: 1,793 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,972 (year 2040),  Features Intersected: ARROYO SECO CHAN,  Facility Carried by Structure: SECO ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.4 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: Superior to present desirable criteria,  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

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Structure Number: 53C0757,  Location: 100FT W/O ARROYO BLVD (Lat: 34.126094,  Lng: -118.166042),  Route carried "on" structure: City street Q459,  Year Built: 1922,  Status: Open,  Structure Length: 7.88m (25.85ft),  Average Daily Traffic: 381 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 381 (year 2040),  Features Intersected: ARROYO SECO CHAN,  Facility Carried by Structure: SAN RAFAEL AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 47.2m (154.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0758,  Location: 0.1MI N/O SR-134 FWY (Lat: 34.146586,  Lng: -118.163856),  Route carried "on" structure: City street ,  Year Built: 1927,  Status: Open,  Structure Length: 3.53m (11.58ft),  Average Daily Traffic: 1,965 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,162 (year 2040),  Features Intersected: ARROYO SECO CHAN,  Facility Carried by Structure: ARROYO BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 25.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0759,  Location: 100FT W/O ARROYO BLVD (Lat: 34.133850,  Lng: -118.167492),  Route carried "on" structure: City street ,  Year Built: 1914,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 3,570 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,927 (year 2040),  Design Load: HL 93,  Features Intersected: ARROYO SECO CHAN,  Facility Carried by Structure: LA LOMA RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0765,  Location: E/O SAN GABRIEL BLVD (Lat: 34.149878,  Lng: -118.088817),  Route carried "on" structure: City street L718,  Year Built: 1972,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 21,012 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,214 (year 2038),  Features Intersected: EATON WASH,  Facility Carried by Structure: FOOTHILL BLVD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.3m (76.4ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2018

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Structure Number: 53C0785L,  Location: 1.0MI N/O SIERRA MADRE BL (Lat: 34.174217,  Lng: -118.095500),  Route carried "on" structure: City street L521,  Year Built: 1962,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 8,623 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,917 (year 2040),  Design Load: HS 20,  Features Intersected: EATON WASH,  Facility Carried by Structure: NEW YORK DR WB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0785R,  Location: 1.0MI NW/O SIERRA MADRE (Lat: 34.174036,  Lng: -118.095450),  Route carried "on" structure: City street L521,  Year Built: 1962,  Status: Open,  Structure Length: 4.70m (15.42ft),  Average Daily Traffic: 7,518 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,646 (year 2040),  Design Load: HS 20,  Features Intersected: EATON WASH,  Facility Carried by Structure: NEW YORK DR EB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0794,  Location: 0.4MI W/O SRRA MADRE VLLA (Lat: 34.158425,  Lng: -118.087747),  Route carried "on" structure: City street L508,  Year Built: 1954,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 8,299 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,544 (year 2040),  Design Load: HS 20,  Features Intersected: EATON WASH,  Facility Carried by Structure: ORANGE GROVE AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.3m (30.5ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 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: 53C0796,  Location: 0.1MI N/O FOOTHILL BLVD (Lat: 34.150864,  Lng: -118.088700),  Route carried "on" structure: City street Q846,  Year Built: 1972,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 1,530 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,683 (year 2040),  Features Intersected: EATON WASH,  Facility Carried by Structure: MAPLE ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Channel: Excellent,  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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020

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Structure Number: 53C0863,  Location: 0.3MI N/O SR-110 FWY (Lat: 34.124769,  Lng: -118.150136),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 5.17m (16.96ft),  Average Daily Traffic: 26,509 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,811 (year 2040),  Design Load: HS 20,  Features Intersected: METRO,  Facility Carried by Structure: FAIR OAKS AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.7m (71.2ft),  Skew: 25 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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

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Structure Number: 53C1041,  Location: 0.2MI W/O US-101 FWY (Lat: 34.149092,  Lng: -118.166053),  Route carried "on" structure: City street ,  Year Built: 1925,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 7,453 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,571 (year 2040),  Features Intersected: ARROYO BLVD / ARROYO S,  Facility Carried by Structure: HOLLY ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 73.1m (239.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 29.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,866,000,  Roadway Improvement Cost: $773,000,  Total Project Cost: $6,496,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C143,  Location: 0.1MI E/O EL MONTE AVE (Lat: 34.120144,  Lng: -118.037389),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 1,020 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,122 (year 2041),  Design Load: HS 20,  Features Intersected: ARCADIA WASH,  Facility Carried by Structure: NORMAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1438,  Location: 0.4MI W/O SIERRA MADRE VL (Lat: 34.159397,  Lng: -118.088144),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 816 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 898 (year 2040),  Design Load: HS 20,  Features Intersected: EATON WASH,  Facility Carried by Structure: PALOMA ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C1829,  Location: 0.2MI W/O WINDSOR AVE (Lat: 34.185003,  Lng: -118.175575),  Route carried "on" structure: City street L520,  Year Built: 1955,  Status: Open,  Structure Length: 12.32m (40.42ft),  Average Daily Traffic: 6,131 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,050 (year 2040),  Design Load: HS 20,  Features Intersected: ARROYO SECO,  Facility Carried by Structure: OAK GROVE DR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 29 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C184,  Location: 0.5MI N/O MAGIC MTN PKY (Lat: 34.423892,  Lng: -118.562214),  Route carried "on" structure: City street Q001,  Year Built: 1985,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 18.14m (59.51ft),  Average Daily Traffic: 61,500 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 73,900 (year 2042),  Design Load: HS 20,  Features Intersected: SANTA CLARA RIV,  Facility Carried by Structure: MCBEAN PARKWAY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 4.9m (16.1ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 27.3m (89.6ft),  Out-to-Out Width: 39.8m (130.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1841,  Location: 0.2MI E/O SAN RAFAEL AVE (Lat: 34.144425,  Lng: -118.167764),  Route carried "on" structure: City street L485,  Year Built: 1954,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 18,346 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,015 (year 2040),  Features Intersected: LINDA VISTA AVE,  Facility Carried by Structure: COLORADO BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  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: 53C1842,  Location: 0.4MI E/O SAN GABRIEL BL (Lat: 34.146061,  Lng: -118.088414),  Route carried "on" structure: City street L485,  Year Built: 1925,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 20,465 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,559 (year 2040),  Features Intersected: EATON WASH,  Facility Carried by Structure: COLORADO BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 4.9m (16.1ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 87.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.5 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 48 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: 53C1851,  Location: 0.3MI W/O WINDSOR AVE (Lat: 34.185547,  Lng: -118.176714),  Route carried "on" structure: City street L520,  Year Built: 1955,  Status: Open,  Structure Length: 10.62m (34.84ft),  Average Daily Traffic: 6,347 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,299 (year 2040),  Design Load: HS 20,  Features Intersected: FLINT CYN WASH,  Facility Carried by Structure: OAK GROVE DR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1898,  Location: INTX MARENGO CORSON I-210 (Lat: 34.150903,  Lng: -118.146214),  Route carried "on" structure: City street L512,  Year Built: 1976,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 21,758 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,110 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: METRO,  Facility Carried by Structure: MARENGO AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 0.0m,  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 89.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C2225,  Location: 0.3MI E/O N SAN GABRIEL (Lat: 34.147969,  Lng: -118.088503),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,515 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,667 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: EATON WASH,  Facility Carried by Structure: WALNUT ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 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 48 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: 53C2289,  Location: 60FT W/O ARROYO PKWY (Lat: 34.147569,  Lng: -118.148019),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 6,868 (year 2012),  Average Future Daily Traffic: 7,898 (year 2040),  Features Intersected: MTA GOLD LINE,  Facility Carried by Structure: HOLLY ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C2291,  Location: 185FT W/O ARROYO PKWY (Lat: 34.145711,  Lng: -118.148286),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 20,800 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,960 (year 2040),  Features Intersected: METRO,  Facility Carried by Structure: COLORADO BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Satisfactory,  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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C2292,  Location: 180FT W/O ARROYO PKWY (Lat: 34.144439,  Lng: -118.148231),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 9,494 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,918 (year 2040),  Features Intersected: METRO,  Facility Carried by Structure: GREEN ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 21.3m (69.9ft)

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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: JPLFACILITY0285,  Location: 2.4KM N. OF I-210/Arroyo (Lat: 34.202972,  Lng: -118.166486),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Posted for load-capacity,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 2,991 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,411 (year 2040),  Design Load: HS 20,  Features Intersected: Arroyo Seco,  Facility Carried by Structure: Explorer Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: NASA,  Approaching Roadway Width: 6.7m (22.0ft),  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: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 47.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Roadway Improvement Cost: $10,000,  Total Project Cost: $10,000 ( Estimate for 2020),  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: STATE ROUTE 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: STATE ROUTE 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 0315,  Location: 07-LA-164-10.88-PAS (Lat: 34.148289,  Lng: -118.073569),  Route carried "under" structure: City street 164,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 40,600 (year 2011),  Truck Traffic: 4%,  Features Intersected: N ROSEMEAD BLVD,  Facility Carried by Structure: LACMTA & SCRRA
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 10.880,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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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: 14,401 (year 2014),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 134 & RAMPS,  Facility Carried by Structure: ORANGE GROVE BLVD
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 12.960,  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: 224,000 (year 2017),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 134 & RAMPS,  Facility Carried by Structure: ORANGE GROVE BLVD
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 12.960,  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 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: 20,801 (year 2014),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 134 & RAMPS,  Facility Carried by Structure: ORANGE GROVE BLVD
Minimum Vertical Clearance: 7.11m (23.33ft),  Kilometerpoint: 12.960,  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 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 2012),  Truck Traffic: 1%,  Features Intersected: ROSEMEAD BLVD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 29.490,  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 2012),  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 "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 20,300 (year 2012),  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 "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 20,300 (year 2012),  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 "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 60,500 (year 2015),  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 "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 127,350 (year 2015),  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 2015),  Truck Traffic: 2%,  Features Intersected: ALLEN AVE,  Facility Carried by Structure: INTERSTATE 210 WB
Minimum Vertical Clearance: 5.49m (18.01ft),  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 "under" structure: City street Q311,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 23,500 (year 2015),  Truck Traffic: 2%,  Features Intersected: ALLEN AVE,  Facility Carried by Structure: INTERSTATE 210 EB
Minimum Vertical Clearance: 6.76m (22.18ft),  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: 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 "under" structure: City street Q463,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 4,240 (year 2015),  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 "under" structure: City street Q463,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 4,240 (year 2015),  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: 47.0m (154.2ft)

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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 2015),  Truck Traffic: 2%,  Features Intersected: HILL AVE,  Facility Carried by Structure: INTERSTATE 210 WB
Minimum Vertical Clearance: 4.72m (15.49ft),  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: 25.0m (82.0ft)

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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 2015),  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 "under" structure: City street Q310,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2015),  Truck Traffic: 2%,  Features Intersected: SIERRA BONITA AVE,  Facility Carried by Structure: INTERSTATE 210 WB
Minimum Vertical Clearance: 5.05m (16.57ft),  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)