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Bridge Statistics for El Monte, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: El Monte, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 58 Total length: 210 meters (689ft) Total costs: $14,712,000 Total average daily traffic: 4,377,905 Total average daily truck traffic: 217,516 National Bridge Inventory (NBI) Registered Bridges for El Monte
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 53 0235, Location: 07-LA-164-4.91-EMTE (Lat: 34.065000, Lng: -118.066667), Route carried "on" structure: State highway 164, Year Built: 1937, Year Reconstructed: 1951, Status: Open, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 44,100 (year 1997), Truck Traffic: 4%, Average Future Daily Traffic: 56,387 (year 2028), Design Load: H 15, Features Intersected: RIO HONDO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.910, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 27.7m (90.9ft) Condition: Deck: Poor, Superstructure: Satisfactory, 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: 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: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53 0656C, Location: 07-LA-010-C27.85-EMTE (Lat: 34.071667, Lng: -118.055000), Route carried "on" structure: Bypass Interstate 10, Year Built: 1972, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 500 (year 1998), Average Future Daily Traffic: 618 (year 2029), Design Load: HS 20+Mod, Features Intersected: EATON WASH, Facility Carried by Structure: WB BUSWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.850, Lanes on structure: 1, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.4m (17.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 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: 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 48 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0656L, Location: 07-LA-010-27.85-EMTE (Lat: 34.071667, Lng: -118.055000), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 1972, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 124,500 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 147,709 (year 2029), Design Load: HS 20, Features Intersected: EATON WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.850, Lanes on structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 28.8m (94.5ft), Out-to-Out Width: 30.0m (98.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 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: 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0656R, Location: 07-LA-010-27.85-EMTE (Lat: 34.071667, Lng: -118.055000), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 1972, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 124,500 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 147,709 (year 2029), Design Load: HS 20, Features Intersected: EATON WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.850, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 28.9m (94.8ft), Out-to-Out Width: 29.6m (97.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 66.2 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0657, Location: 07-LA-010-28.18-EMTE (Lat: 34.071667, Lng: -118.048333), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 2004, Status: Open, Structure Length: 14.30m (46.92ft), Average Daily Traffic: 249,000 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 295,416 (year 2029), Design Load: HS 20, Features Intersected: RIO HONDO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.180, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 49.4m (162.1ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 48.6m (159.4ft), Out-to-Out Width: 50.6m (166.0ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 14.30m (46.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $8,683,000, Roadway Improvement Cost: $868,000, Total Project Cost: $13,024,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0658, Location: 07-LA-010-28.67-EMTE (Lat: 34.070000, Lng: -118.041667), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 2004, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 209,000 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 292,532 (year 2029), Design Load: HS 20, Features Intersected: SANTA ANITA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.670, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 38.3m (125.7ft), Out-to-Out Width: 51.2m (168.0ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior 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 Find on map >>
Structure Number: 53 0659, Location: 07-LA-010-29.03-EMTE (Lat: 34.068333, Lng: -118.035000), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 2004, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 249,000 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 295,416 (year 2029), Design Load: HS 20, Features Intersected: TYLER AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.030, Lanes on structure: 9, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 39.9m (130.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 40.1m (131.6ft), Out-to-Out Width: 57.1m (187.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 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: Better than present minimum criteria, Underclear: Better than present minimum 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 Find on map >>
Structure Number: 53 066, Location: 07-LA-010-29.55-EMTE (Lat: 34.068333, Lng: -118.025000), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 2004, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 249,000 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 295,416 (year 2029), Design Load: HS 20, Features Intersected: VALLEY BOULEVARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.550, Lanes on structure: 10, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 41.8m (137.1ft), Skew: 34 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-To-Curb Width: 41.9m (137.5ft), Out-to-Out Width: 58.0m (190.3ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 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: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: March 2007, Other Special Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0661, Location: 07-LA-010-29.43-EMTE (Lat: 34.068333, Lng: -118.028333), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 2004, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 249,000 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 295,416 (year 2029), Design Load: HS 20, Features Intersected: PECK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.430, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 44.2m (145.0ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 44.3m (145.3ft), Out-to-Out Width: 46.8m (153.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: March 2007, Other Special Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 0662, Location: 07-LA-010-30.13-EMTE (Lat: 34.066667, Lng: -118.015000), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 2004, Status: Open, Structure Length: 1.96m (6.43ft), Average Daily Traffic: 209,000 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 292,532 (year 2029), Design Load: HS 20, Features Intersected: COGSWELL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.130, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 38.3m (125.7ft), Out-to-Out Width: 4.0m (13.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum 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 Find on map >>
Structure Number: 53 0867, Location: 07-LA-010-29.81-EMTE (Lat: 34.068333, Lng: -118.021667), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 1961, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 249,000 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 295,416 (year 2029), Design Load: HS 20, Features Intersected: UP RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.810, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 34.6m (113.5ft), Skew: 36 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 34.6m (113.5ft), Out-to-Out Width: 37.1m (121.7ft) Condition: Deck: Serious, Superstructure: Fair, Substructure: Good, Operating Rating: 50.8 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: March 2007, Other Special Inspection Date: October 2003, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 0883, Location: 07-LA-010-28.84-EMTE (Lat: 34.068333, Lng: -118.038333), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 2004, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 209,000 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 292,532 (year 2029), Design Load: HS 20, Features Intersected: LEXINGTON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.840, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 57.3m (188.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 56.2m (184.4ft), Out-to-Out Width: 67.0m (219.8ft) Condition: Deck: Good, 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior 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 Find on map >>
Structure Number: 53 1021C, Location: 07-LA-010-C27.96-EMTE (Lat: 34.071667, Lng: -118.055000), Route carried "on" structure: Business Interstate 10, Year Built: 1956, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 500 (year 1998), Average Future Daily Traffic: 629 (year 2029), Design Load: HS 20+Mod, Features Intersected: BALDWIN AVE, Facility Carried by Structure: WB BUSWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.960, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.4m (17.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2007, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $8,000, Total Project Cost: $127,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1021L, Location: 07-LA-010-27.96-EMTE (Lat: 34.071667, Lng: -118.053333), Route carried "on" structure: Interstate 10, Year Built: 1958, Year Reconstructed: 1972, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 124,500 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 147,709 (year 2029), Design Load: HS 20, Features Intersected: BALDWIN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.960, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 33.8m (110.9ft), Out-to-Out Width: 35.1m (115.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 76.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $1,040,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,561,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1021R, Location: 07-LA-010-27.96-EMTE (Lat: 34.071667, Lng: -118.053333), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 1972, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 124,500 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 147,709 (year 2029), Design Load: HS 20, Features Intersected: BALDWIN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.960, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 33.0m (108.3ft), Out-to-Out Width: 33.9m (111.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 63.5 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1022L, Location: 07-LA-010-C28.01-EMTE (Lat: 34.071667, Lng: -118.051667), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 1972, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 500 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 618 (year 2029), Design Load: HS 20, Features Intersected: METROLINK, SCRTD BUSWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.010, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 7 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 37.7m (123.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007 Find on map >>
Structure Number: 53 1029, Location: 07-LA-010-29.34-EMTE (Lat: 34.068333, Lng: -118.030000), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 2004, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 249,000 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 295,416 (year 2029), Design Load: HS 20, Features Intersected: MEEKER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.340, Lanes on structure: 9, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 42.4m (139.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 42.5m (139.4ft), Out-to-Out Width: 64.0m (210.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, 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 Find on map >>
Structure Number: 53 103, Location: 07-LA-010-29.9-EMTE (Lat: 34.068333, Lng: -118.020000), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 2004, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 249,000 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 295,416 (year 2029), Design Load: HS 20, Features Intersected: STEWART ST-E10 ON-RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.900, Lanes on structure: 8, Lanes under structure: 1, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 38.1m (125.0ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 64.6m (211.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.3m (1.0ft), Curb-To-Curb Width: 38.1m (125.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 1031, Location: 07-LA-010-30.51-EMTE (Lat: 34.065000, Lng: -118.010000), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 2004, Status: Open, Structure Length: 3.21m (10.53ft), Average Daily Traffic: 209,000 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 292,532 (year 2029), Design Load: HS 20, Features Intersected: DURFEE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.510, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 34.4m (112.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 34.6m (113.5ft), Out-to-Out Width: 52.3m (171.6ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum 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 Find on map >>
Structure Number: 53 1032, Location: 07-LA-010-30.58-EMTE (Lat: 34.065000, Lng: -118.008333), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 2004, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 249,000 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 295,416 (year 2029), Design Load: HS 20, Features Intersected: GARVEY AVE OFF-RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.580, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 38.3m (125.7ft), Out-to-Out Width: 51.8m (169.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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 Find on map >>
Structure Number: 53 2636, Location: 07-LA-010-C28.45-EMTE (Lat: 34.071667, Lng: -118.045000), Route carried "on" structure: Ramp Interstate 10, Year Built: 1972, Status: Open, Structure Length: 1.01m (3.31ft), Design Load: HS 20, Features Intersected: LAFC ACCESS ROAD, Facility Carried by Structure: BUSWAY RAMPS Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 28.450, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 16 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2637, Location: 07-LA-010-C28.5-EMTE (Lat: 34.071667, Lng: -118.045000), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 500 (year 1998), Average Future Daily Traffic: 618 (year 2029), Design Load: HS 20, Features Intersected: RIO HONDO RIVER, Facility Carried by Structure: RIO HONDO BUSWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.500, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Poor, Substructure: Good, Channel: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2007, Critical Feature Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2646, Location: 07-LA-010-C28.6-EMTE (Lat: 34.070000, Lng: -118.040000), Route carried "on" structure: Other road 10, Year Built: 1975, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 1,000 (year 1997), Average Future Daily Traffic: 1,442 (year 2029), Design Load: HS 20+Mod, Features Intersected: BUS TERMINAL PKG & LDG, Facility Carried by Structure: PARKING LOT UC Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.600, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.0 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0126, Location: 0.2 MI W BALDWIN AVE (Lat: 34.075000, Lng: -118.055000), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 13,804 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 17,115 (year 2029), Design Load: HS 20, Features Intersected: EATON WASH, Facility Carried by Structure: LOFTUS ST Minimum Vertical Clearance: 30+ m (98+ ft), 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: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 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: 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: Monolithic Concrete Find on map >>
Structure Number: 53C0172, Location: 0.2 MI W BALDWIN AVE (Lat: 34.071667, Lng: -118.053333), Route carried "on" structure: City street 7Q55, Year Built: 1956, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 8,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 11,718 (year 2029), Design Load: HS 20, Features Intersected: EATON WASH, Facility Carried by Structure: FLAIR DR Minimum Vertical Clearance: 30+ m (98+ ft), 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: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: 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: Monolithic Concrete Find on map >>
Structure Number: 53C0347, Location: 1 MI E/O ROSEMEAD BLVD (Lat: 34.080000, Lng: -118.053333), Route carried "on" structure: City street L353, Year Built: 1956, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 24,800 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 30,706 (year 2029), Design Load: HS 20, Features Intersected: EATON WASH, Facility Carried by Structure: VALLEY BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 28.3m (92.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: 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 Find on map >>
Structure Number: 53C0348, Location: 300' W/O SANTA ANITA AVE (Lat: 34.076667, Lng: -118.041667), Route carried "on" structure: City street L353, Year Built: 1956, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 19,800 (year 2000), Truck Traffic: 3%, Average Future Daily Traffic: 24,523 (year 2029), Design Load: HS 20, Features Intersected: RIO HONDO, Facility Carried by Structure: VALLEY BLVD 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: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 29.4m (96.5ft) Condition: Deck: Fair, Superstructure: Serious, Substructure: Good, Channel: Excellent, Operating Rating: 56.7 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: High priority of corrective action, 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 Find on map >>
Structure Number: 53C0434, Location: 0.4 MI W SANTA ANITA AV (Lat: 34.091667, Lng: -118.033333), Route carried "on" structure: City street L515, Year Built: 1959, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 28,800 (year 1999), Truck Traffic: 3%, Average Future Daily Traffic: 35,771 (year 2029), Design Load: HS 20, Features Intersected: ARCADIA WASH, Facility Carried by Structure: LOWER AZUSA RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Skew: 1 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: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 19.3m (63.3ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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: 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 Find on map >>
Structure Number: 53C0435, Location: 1 MI W PECK RD (Lat: 34.093333, Lng: -118.030000), Route carried "on" structure: City street L515, Year Built: 1959, Status: Open, Structure Length: 6.60m (21.65ft), Average Daily Traffic: 28,800 (year 1999), Truck Traffic: 2%, Average Future Daily Traffic: 26,363 (year 2029), Design Load: HS 20, Features Intersected: RIO HONDO, Facility Carried by Structure: LOWER AZUSA RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 64.8 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: Equal to present minimum criteria, 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 Find on map >>
Structure Number: 53C0648, Location: 0.8 MI W PECK RD (Lat: 34.095000, Lng: -118.026667), Route carried "on" structure: City street L366, Year Built: 1959, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 30,700 (year 1999), Truck Traffic: 2%, Average Future Daily Traffic: 38,149 (year 2029), Design Load: HS 20, Features Intersected: RIO HONDO, Facility Carried by Structure: SANTA ANITA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Poor, Superstructure: Serious, Substructure: Good, Channel: Excellent, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, 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 Find on map >>
Structure Number: 53C1419, Location: 1 MI E ROSEMEAD BLVD (Lat: 34.085000, Lng: -118.055000), Route carried "on" structure: City street L524, Year Built: 1956, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 13,088 (year 1999), Truck Traffic: 4%, Average Future Daily Traffic: 16,231 (year 2029), Design Load: HS 20, Features Intersected: EATON WASH, Facility Carried by Structure: TEMPLE CITY BLVD Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.3m (63.3ft) Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 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: 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 Find on map >>
Structure Number: 53 0658, Location: 07-LA-010-28.67-EMTE (Lat: 34.070000, Lng: -118.041667), Route carried "under" structure: City street L366, Year Built: 1956, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 39,900 (year 1998), Truck Traffic: 2%, Features Intersected: SANTA ANITA AVE, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 6, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 53 0659, Location: 07-LA-010-29.03-EMTE (Lat: 34.068333, Lng: -118.035000), Route carried "under" structure: Bypass City street , Year Built: 1956, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 14,080 (year 1987), Truck Traffic: 5%, Features Intersected: TYLER AVE, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.5m (50.9ft) Find on map >>
Structure Number: 53 066, Location: 07-LA-010-29.55-EMTE (Lat: 34.068333, Lng: -118.025000), Route carried "under" structure: City street L353, Year Built: 1956, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 30,600 (year 1998), Truck Traffic: 2%, Features Intersected: VALLEY BOULEVARD, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 53 0661, Location: 07-LA-010-29.43-EMTE (Lat: 34.068333, Lng: -118.028333), Route carried "under" structure: City street L368, Year Built: 1956, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 3,800 (year 1998), Truck Traffic: 2%, Features Intersected: PECK ROAD, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 53 0662, Location: 07-LA-010-30.13-EMTE (Lat: 34.066667, Lng: -118.015000), Route carried "under" structure: City street , Year Built: 1956, Structure Length: 1.96m (6.43ft), Average Daily Traffic: 11,600 (year 1998), Truck Traffic: 2%, Features Intersected: COGSWELL RD, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 53 0883, Location: 07-LA-010-28.84-EMTE (Lat: 34.068333, Lng: -118.038333), Route carried "under" structure: Bypass City street , Year Built: 1956, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 2,740 (year 1975), Truck Traffic: 5%, Features Intersected: LEXINGTON AVE, Facility Carried by Structure: I 10 Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 53 1021C, Location: 07-LA-010-C27.96-EMTE (Lat: 34.071667, Lng: -118.055000), Route carried "under" structure: City street L365, Year Built: 1956, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 16,300 (year 1998), Truck Traffic: 2%, Features Intersected: BALDWIN AVE, Facility Carried by Structure: WB BUSWAY Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.1m (43.0ft) Find on map >>
Structure Number: 53 1021L, Location: 07-LA-010-27.96-EMTE (Lat: 34.071667, Lng: -118.053333), Route carried "under" structure: City street L365, Year Built: 1958, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 16,300 (year 1998), Truck Traffic: 2%, Features Intersected: BALDWIN AVE, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 23.5m (77.1ft) Find on map >>
Structure Number: 53 1021R, Location: 07-LA-010-27.96-EMTE (Lat: 34.071667, Lng: -118.053333), Route carried "under" structure: City street L365, Year Built: 1956, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 16,300 (year 1998), Truck Traffic: 2%, Features Intersected: BALDWIN AVE, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 14.0m (45.9ft) Find on map >>
Structure Number: 53 1022L, Location: 07-LA-010-C28.01-EMTE (Lat: 34.071667, Lng: -118.051667), Route carried "under" structure: Business Interstate 10, Year Built: 1956, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 108,950 (year 1997), Truck Traffic: 6%, Features Intersected: METROLINK, SCRTD BUSWAY Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 2.801, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 11.6m (38.1ft) Find on map >>
Structure Number: 53 1029, Location: 07-LA-010-29.34-EMTE (Lat: 34.068333, Lng: -118.030000), Route carried "under" structure: Bypass City street , Year Built: 1956, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,700 (year 1990), Truck Traffic: 5%, Features Intersected: MEEKER RD, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 16.2m (53.1ft) Find on map >>
Structure Number: 53 103, Location: 07-LA-010-29.9-EMTE (Lat: 34.068333, Lng: -118.020000), Route carried "under" structure: Bypass Interstate 10, Year Built: 1956, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 234,700 (year 1997), Truck Traffic: 6%, Features Intersected: STEWART ST-E10 ON-RAMP Minimum Vertical Clearance: 0.44m (1.44ft), Kilometerpoint: 0.299, Lanes on structure: 8, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 64.6m (211.9ft) Find on map >>
Structure Number: 53 1031, Location: 07-LA-010-30.51-EMTE (Lat: 34.065000, Lng: -118.010000), Route carried "under" structure: City street L370, Year Built: 1956, Structure Length: 3.21m (10.53ft), Average Daily Traffic: 12,000 (year 1998), Truck Traffic: 2%, Features Intersected: DURFEE RD, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.5m (50.9ft) Find on map >>
Structure Number: 53 1032, Location: 07-LA-010-30.58-EMTE (Lat: 34.065000, Lng: -118.008333), Route carried "under" structure: Ramp Interstate 10, Year Built: 1956, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 9,800 (year 1997), Truck Traffic: 2%, Features Intersected: GARVEY AVE OFF-RAMP Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 3.058, Lanes on structure: 10, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 17.1m (56.1ft) Find on map >>
Structure Number: 53 2635, Location: 07-LA-010-C28.40-EMTE (Lat: 34.071667, Lng: -118.046667), Route carried "under" structure: Interstate 10, Year Built: 1955, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 1,000 (year 1997), Features Intersected: SCRRA METROLINK, Facility Carried by Structure: WB BUSWAY Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.284, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 32.3m (106.0ft) Find on map >>
Structure Number: 53 2636, Location: 07-LA-010-C28.45-EMTE (Lat: 34.071667, Lng: -118.045000), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 1.01m (3.31ft), Features Intersected: LAFC ACCESS ROAD, Facility Carried by Structure: BUSWAY RAMPS Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 2.845, Lanes on structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 10.1m (33.1ft) Find on map >>
Structure Number: 53 2646, Location: 07-LA-010-C28.6-EMTE (Lat: 34.070000, Lng: -118.040000), Route carried "under" structure: Other road , Year Built: 1975, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 3,000 (year 1991), Features Intersected: BUS TERMINAL PKG & LDG, Facility Carried by Structure: PARKING LOT UC Minimum Vertical Clearance: 3.98m (13.06ft), Kilometerpoint: 0.286, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 15.8m (51.8ft) Find on map >>
Structure Number: 53C0124, Location: 1/2 MI S VALLEY BLVD (Lat: 34.071667, Lng: -118.051667), Route carried "under" structure: City street L365, Year Built: 1956, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 24,563 (year 2000), Truck Traffic: 3%, Features Intersected: BALDWIN AVENUE, Facility Carried by Structure: S.P.T.C. R R Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 11.6m (38.1ft) Find on map >>
Structure Number: 53C0193, Location: 1/4 MI E VALLEY BLVD (Lat: 34.063333, Lng: -118.015000), Route carried "under" structure: City street L360, Year Built: 1933, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 9,980 (year 2000), Truck Traffic: 3%, Features Intersected: GARVEY AVE UNDER SPTC, Facility Carried by Structure: S.P.T.C. R R Minimum Vertical Clearance: 4.22m (13.85ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 53C042, Location: 0.1 MI W SANTA ANITA AVE (Lat: 34.076667, Lng: -118.041667), Route carried "under" structure: City street L353, Year Built: 1973, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 30,000 (year 1998), Truck Traffic: 3%, Features Intersected: VALLEY BLVD UNDER SPTCO, Facility Carried by Structure: SPTCO Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.000, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 53C0897, Location: 1/4 MI N VALLEY BLVD (Lat: 34.078333, Lng: -118.040000), Route carried "under" structure: City street L366, Year Built: 1914, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 26,900 (year 2000), Truck Traffic: 4%, Features Intersected: SANTA ANITA AVE, Facility Carried by Structure: S.P.T.C. R R Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 0.000, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 53C0902, Location: 0.1 MI N/O VALLEY BLVD (Lat: 34.060000, Lng: -118.013333), Route carried "under" structure: City street L370, Year Built: 1976, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 21,300 (year 2000), Truck Traffic: 4%, Features Intersected: DURFEE AVE, Facility Carried by Structure: SP/UP RR Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 17.1m (56.1ft) Find on map >>
Structure Number: 53C1649, Location: 0.2 MI N VALLEY BLVD (Lat: 34.078333, Lng: -118.040000), Route carried "under" structure: City street L366, Year Built: 1974, Structure Length: 11.92m (39.11ft), Average Daily Traffic: 26,900 (year 2000), Truck Traffic: 4%, Features Intersected: SANTA ANITA AVE, Facility Carried by Structure: SPRR Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 53C1892, Location: 0.2 MI N SAN BRDINO FRWY (Lat: 34.070000, Lng: -118.025000), Route carried "under" structure: City street L368, Year Built: 1988, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 68,800 (year 2000), Truck Traffic: 4%, Features Intersected: PECK ROAD UNDER SPTC, Facility Carried by Structure: SPTC RR Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft) Find on map >>
Structure Number: 53C1953, Location: 0.1 MI N VALLEY BLVD (Lat: 34.060000, Lng: -118.013333), Route carried "under" structure: City street L370, Year Built: 1992, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 21,300 (year 2000), Truck Traffic: 4%, Features Intersected: DURFEE AVE, Facility Carried by Structure: SCRRA METROLINK Minimum Vertical Clearance: 7.92m (25.98ft), Kilometerpoint: 0.000, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.3m (96.1ft) Find on map >>
Structure Number: 53C1954, Location: 0.3 MI E VALLEY BLVD (Lat: 34.063333, Lng: -118.015000), Route carried "under" structure: City street L360, Year Built: 1992, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 14,700 (year 2000), Truck Traffic: 3%, Features Intersected: GARVEY AVENUE, Facility Carried by Structure: SCRRA METROLINK Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 53C1955, Location: 0.2 MI N SAN BRNDINO FY (Lat: 34.070000, Lng: -118.025000), Route carried "under" structure: City street L368, Year Built: 1991, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 68,800 (year 2000), Truck Traffic: 4%, Features Intersected: PECK ROAD, Facility Carried by Structure: SCRRA METROLINK Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft) Discuss this city on our hugely popular California forum Back to: El Monte, CA, California, All US cities.
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