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

Find on map >>

Structure Number: 53 0006,  Location: 07-LA-072-6.86-PRV (Lat: 33.996667,  Lng: -118.073333),  Route carried "on" structure: State highway 72,  Year Built: 1968,  Status: Open,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 26,900 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,262 (year 2028),  Design Load: HS 20,  Features Intersected: SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.860,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 74.3 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 53 1531,  Location: 07-LA-605-R14.41-PRV (Lat: 34.003333,  Lng: -118.061667),  Route carried "on" structure: City street L363,  Year Built: 1964,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 38,250 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 48,913 (year 2029),  Design Load: HS 20,  Features Intersected: ROUTE 605,  Facility Carried by Structure: BEVERLY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 53 1533,  Location: 07-LA-605-R15.57-PRV (Lat: 34.016667,  Lng: -118.050000),  Route carried "on" structure: City street Q651,  Year Built: 1964,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 9,450 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,365 (year 2029),  Design Load: HS 20,  Features Intersected: ROUTE 605,  Facility Carried by Structure: ROSE HILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 53 1829,  Location: 07-LA-605-R15.7-PRV (Lat: 34.016667,  Lng: -118.050000),  Route carried "on" structure: Interstate 605,  Year Built: 1964,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 271,500 (year 2006),  Truck Traffic: 13%,  Average Future Daily Traffic: 287,379 (year 2029),  Design Load: HS 20,  Features Intersected: SAN JOSE CREEK CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.700,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 62.9m (206.4ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008

Find on map >>

Structure Number: 53C0036,  Location: 0.1 MI W SAN GAB FRWY (Lat: 34.005000,  Lng: -118.063333),  Route carried "on" structure: City street L363,  Year Built: 1964,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 39,000 (year 2000),  Truck Traffic: 2%,  Average Future Daily Traffic: 48,063 (year 2028),  Design Load: HS 20,  Features Intersected: BEVERLY BLVD OH (UPRR),  Facility Carried by Structure: BEVERLY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 29.2m (95.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 53C0057,  Location: 0.2 MI W SAN GABR RIV FWY (Lat: 33.951667,  Lng: -118.093333),  Route carried "on" structure: City street L165,  Year Built: 1937,  Status: Open,  Structure Length: 12.90m (42.32ft),  Average Daily Traffic: 28,000 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,507 (year 2028),  Design Load: H 15,  Features Intersected: SAN GABRIEL RIVER,  Facility Carried by Structure: TELEGRAPH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 53C0081,  Location: 0.3 N SAN GAB RIV FRWY (Lat: 34.006667,  Lng: -118.068333),  Route carried "on" structure: City street L363,  Year Built: 1951,  Status: Open,  Structure Length: 11.92m (39.11ft),  Average Daily Traffic: 39,000 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,063 (year 2028),  Design Load: HS 20,  Features Intersected: SAN GABRIEL RIVER,  Facility Carried by Structure: BEVERLY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  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: 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: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 53C0082,  Location: 0.2 W SAN GAB RIV FRWY (Lat: 33.976667,  Lng: -118.081667),  Route carried "on" structure: City street L106,  Year Built: 1953,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 39,900 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 49,192 (year 2028),  Design Load: HS 20,  Features Intersected: SAN GABRIEL RIVER,  Facility Carried by Structure: WASHINGTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  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: Equal to 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: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 53C0084,  Location: 1 MI E ROSECRANS BLVD (Lat: 33.966667,  Lng: -118.086667),  Route carried "on" structure: City street L125,  Year Built: 1958,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 20.57m (67.49ft),  Average Daily Traffic: 50,000 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 61,619 (year 2028),  Design Load: HS 20,  Features Intersected: SAN GABRIEL R BOH(AT&SF),  Facility Carried by Structure: SLAUSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Critical Feature Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 53C0086,  Location: 0.4 MI W/O PARAMNT BLVD. (Lat: 34.013333,  Lng: -118.090000),  Route carried "on" structure: City street L363,  Year Built: 1952,  Status: Posted for load,  Structure Length: 16.49m (54.10ft),  Average Daily Traffic: 31,200 (year 2000),  Truck Traffic: 2%,  Average Future Daily Traffic: 38,512 (year 2028),  Design Load: HS 20,  Features Intersected: RIO HONDO,GRANT REC AREA,  Facility Carried by Structure: BEVERLY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: December 2006,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 53C0087,  Location: 0.3 MI E SANTA ANA FRWY (Lat: 33.975000,  Lng: -118.116667),  Route carried "on" structure: City street L125,  Year Built: 1954,  Status: Open,  Structure Length: 15.18m (49.80ft),  Average Daily Traffic: 37,500 (year 2000),  Truck Traffic: 15%,  Average Future Daily Traffic: 46,214 (year 2028),  Design Load: H 20,  Features Intersected: RIO HONDO,  Facility Carried by Structure: SLAUSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 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: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 53C0156,  Location: 0.5 MI W PARAMOUNT BL (Lat: 33.973333,  Lng: -118.120000),  Route carried "on" structure: City street L165,  Year Built: 1951,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 15.85m (52.00ft),  Average Daily Traffic: 23,100 (year 2000),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,551 (year 2028),  Design Load: HS 20,  Features Intersected: RIO HONDO RIVER,  Facility Carried by Structure: TELEGRAPH ROAD
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 53C0471,  Location: 3/8 MI W/O PARAMOUNT BLVD (Lat: 33.990000,  Lng: -118.110000),  Route carried "on" structure: City street L106,  Year Built: 1941,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 14.75m (48.39ft),  Average Daily Traffic: 33,100 (year 2000),  Truck Traffic: 20%,  Average Future Daily Traffic: 40,874 (year 2028),  Design Load: HS 20,  Features Intersected: RIO HONDO,  Facility Carried by Structure: WASHINGTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 50.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: December 2006,  Other Special Inspection Date: January 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 53C1417L,  Location: 0.6 MI N BEVERLY BLVD (Lat: 34.013333,  Lng: -118.061667),  Route carried "on" structure: City street M822,  Year Built: 1954,  Status: Open,  Structure Length: 12.98m (42.59ft),  Average Daily Traffic: 10,400 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,837 (year 2028),  Design Load: HS 20,  Features Intersected: SAN GABRIEL RIVER,  Facility Carried by Structure: SAN GABRIEL RIV PK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 53C1417R,  Location: 0.6 MI N BEVERLY BLVD (Lat: 34.013333,  Lng: -118.061667),  Route carried "on" structure: City street M822,  Year Built: 1954,  Status: Open,  Structure Length: 12.98m (42.59ft),  Average Daily Traffic: 10,400 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,837 (year 2028),  Design Load: HS 20,  Features Intersected: SAN GABRIEL RIV PKWAY,  Facility Carried by Structure: SAN GABRIEL RIV PK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 53C1432,  Location: 1 MI N/O BEVERLY BLVD (Lat: 34.015000,  Lng: -118.056667),  Route carried "on" structure: City street M822,  Year Built: 1954,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 10,400 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,837 (year 2028),  Design Load: HS 20,  Features Intersected: SYCAMORE CHANNEL,  Facility Carried by Structure: SN GABRIEL RV PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 53 0005,  Location: 07-LA-072-8.24-PRV (Lat: 34.005000,  Lng: -118.090000),  Route carried "under" structure: State highway 72,  Year Built: 1926,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 25,300 (year 1997),  Truck Traffic: 5%,  Features Intersected: UP RR & METROLINK
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 0.824,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 22.6m (74.1ft)

Find on map >>

Structure Number: 53 0232,  Location: 07-LA-019-13.30-PRV (Lat: 33.973333,  Lng: -118.101667),  Route carried "under" structure: State highway 19,  Year Built: 1937,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 24,000 (year 1997),  Truck Traffic: 4%,  Features Intersected: BNSF RY,METROLINK,AMTRAK
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 0.133,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.5m (77.1ft)

Find on map >>

Structure Number: 53 0233,  Location: 07-LA-019-15.69-PRV (Lat: 34.003333,  Lng: -118.081667),  Route carried "under" structure: State highway 19,  Year Built: 1938,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 28,200 (year 1997),  Truck Traffic: 4%,  Features Intersected: UP RR
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 1.569,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.9m (71.9ft)

Find on map >>

Structure Number: 53 1415,  Location: 07-LA-605-R14.08-PRV (Lat: 33.998333,  Lng: -118.063333),  Route carried "under" structure: Interstate 605,  Year Built: 1964,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 271,500 (year 2006),  Truck Traffic: 13%,  Features Intersected: UP RR
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 1.408,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 38.4m (126.0ft)

Find on map >>

Structure Number: 53 1428,  Location: 07-LA-019-14.5-PRV (Lat: 33.990000,  Lng: -118.091667),  Route carried "under" structure: State highway 19,  Year Built: 1958,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 24,000 (year 1997),  Truck Traffic: 4%,  Features Intersected: BALFOUR STREET POC,  Facility Carried by Structure: POC
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.145,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

Find on map >>

Structure Number: 53 1531,  Location: 07-LA-605-R14.41-PRV (Lat: 34.003333,  Lng: -118.061667),  Route carried "under" structure: Interstate 605,  Year Built: 1964,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 271,500 (year 2006),  Truck Traffic: 13%,  Features Intersected: ROUTE 605,  Facility Carried by Structure: BEVERLY BLVD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 1.441,  Lanes on structure: 6,  Lanes under structure: 11,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

Find on map >>

Structure Number: 53 1531,  Location: 07-LA-605-R14.41-PRV (Lat: 34.003333,  Lng: -118.061667),  Route carried "under" structure: Ramp Interstate 605,  Year Built: 1964,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 27,100 (year 2006),  Truck Traffic: 3%,  Features Intersected: ROUTE 605,  Facility Carried by Structure: BEVERLY BLVD
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

Find on map >>

Structure Number: 53 1531,  Location: 07-LA-605-R14.41-PRV (Lat: 34.003333,  Lng: -118.061667),  Route carried "under" structure: Ramp Interstate 605,  Year Built: 1964,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 27,100 (year 2006),  Truck Traffic: 3%,  Features Intersected: ROUTE 605,  Facility Carried by Structure: BEVERLY BLVD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

Find on map >>

Structure Number: 53 1533,  Location: 07-LA-605-R15.57-PRV (Lat: 34.016667,  Lng: -118.050000),  Route carried "under" structure: Interstate 605,  Year Built: 1964,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 271,500 (year 2006),  Truck Traffic: 13%,  Features Intersected: ROUTE 605,  Facility Carried by Structure: ROSE HILLS ROAD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 1.557,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.3m (73.2ft)

Find on map >>

Structure Number: 53C0192,  Location: 5/8 MI S WASHINGTON BLVD (Lat: 33.978333,  Lng: -118.108333),  Route carried "under" structure: City street L091,  Year Built: 1958,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 21,200 (year 2000),  Truck Traffic: 10%,  Features Intersected: PARAMOUNT BLVD,  Facility Carried by Structure: AT&SF RR
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.8m (42.0ft)

Find on map >>

Structure Number: 53C0418,  Location: 1/8 MI N WHITTIER BLVD (Lat: 34.005000,  Lng: -118.086667),  Route carried "under" structure: City street L091,  Year Built: 1972,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 14,400 (year 2000),  Truck Traffic: 3%,  Features Intersected: PARAMOUNT BLVD,  Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)