Bridge Statistics for Temple City, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 53 0329,  Location: 07-LA-164-7.34-TMPC (Lat: 34.098333,  Lng: -118.073333),  Route carried "on" structure: State highway 164,  Year Built: 1937,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 47,000 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 53,271 (year 2029),  Design Load: H 15,  Features Intersected: EATON WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.340,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0433,  Location: 1/2 MI E ROSEMEAD BLVD (Lat: 34.088333,  Lng: -118.060000),  Route carried "on" structure: City street L515,  Year Built: 1956,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 10,300 (year 2002),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,693 (year 2029),  Design Load: HS 20,  Features Intersected: EATON WASH,  Facility Carried by Structure: LOWER AZUSA RD
Minimum Vertical Clearance: 10.67m (35.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.6 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: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0444,  Location: 800' W ROSEMEAD BLVD (Lat: 34.103333,  Lng: -118.073333),  Route carried "on" structure: City street L496,  Year Built: 1927,  Year Reconstructed: 1953,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 20,600 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 25,384 (year 2029),  Features Intersected: EATON WASH,  Facility Carried by Structure: LAS TUNAS DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0653,  Location: 1/2 MI E SAN GABRIEL BLVD (Lat: 34.113333,  Lng: -118.080000),  Route carried "on" structure: City street Q497,  Year Built: 1957,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 4,300 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,322 (year 2029),  Design Load: HS 20,  Features Intersected: EATON WASH,  Facility Carried by Structure: LONGDEN AVE
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C1408,  Location: 0.1 MI N LAS TUNAS DRIVE (Lat: 34.105000,  Lng: -118.076667),  Route carried "on" structure: City street L522,  Year Built: 1933,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 6,957 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,439 (year 2029),  Design Load: HS 20,  Features Intersected: EATON WASH,  Facility Carried by Structure: ELM & MUSCATEL AVE
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 52.0m (170.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 76.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1416,  Location: 0.4 MI W ROSEMEAD BLVD (Lat: 34.110000,  Lng: -118.078333),  Route carried "on" structure: City street QS03,  Year Built: 1953,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 900 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,126 (year 2029),  Design Load: HS 20,  Features Intersected: EATON WASH,  Facility Carried by Structure: GARIBALDI 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 continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.3m (46.9ft)

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: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C142,  Location: 0.8 MI N VALLEY BLVD (Lat: 34.093333,  Lng: -118.066667),  Route carried "on" structure: City street Q988,  Year Built: 1956,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 3,300 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,094 (year 2029),  Design Load: HS 20,  Features Intersected: EATON WASH,  Facility Carried by Structure: ENCINITA AVE
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C1421,  Location: 0.4 MI W SANTA ANITA AVE (Lat: 34.096667,  Lng: -118.036667),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,600 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,238 (year 2029),  Design Load: HS 20,  Features Intersected: ARCADIA WASH,  Facility Carried by Structure: GRAND AVE
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1422,  Location: 0.4 MI W SANTA ANITA AV (Lat: 34.100000,  Lng: -118.035000),  Route carried "on" structure: City street QS02,  Year Built: 1955,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 2,100 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,661 (year 2029),  Design Load: HS 20,  Features Intersected: ARCADIA WASH,  Facility Carried by Structure: FREER ST
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 55.1 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: 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: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C1423,  Location: 0.4 MI W SANTA ANITA AV (Lat: 34.103333,  Lng: -118.035000),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,100 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,433 (year 2029),  Design Load: HS 20,  Features Intersected: ARCADIA WASH,  Facility Carried by Structure: DAINES DR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 48.3 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: Equal to 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: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C1436,  Location: 0.3 MI W ROSEMEAD BLVD (Lat: 34.106667,  Lng: -118.076667),  Route carried "on" structure: City street 7QS1,  Year Built: 1955,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,600 (year 1998),  Average Future Daily Traffic: 3,835 (year 2029),  Design Load: HS 20,  Features Intersected: EATON WASH,  Facility Carried by Structure: HERMOSA DR
Minimum Vertical Clearance: 6.10m (20.01ft),  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: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.8 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: 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: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C1517,  Location: 500' W OF ROSEMEAD BLVD (Lat: 34.098333,  Lng: -118.075000),  Route carried "on" structure: City street Q986,  Year Built: 1967,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 14,000 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,196 (year 2029),  Design Load: HS 20,  Features Intersected: EATON WASH,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 0238,  Location: 07-LA-164-6.89-TMPC (Lat: 35.090000,  Lng: -118.073333),  Route carried "under" structure: State highway 164,  Year Built: 1938,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 44,100 (year 1997),  Truck Traffic: 4%,  Features Intersected: UP RR & AMTRAK
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.689,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)