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Bridge Statistics for Baldwin Park, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Baldwin Park, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 50 Total length: 251 meters (823ft) Total costs: $4,075,000 Total average daily traffic: 5,200,106 Total average daily truck traffic: 312,097 National Bridge Inventory (NBI) Registered Bridges for Baldwin Park
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 53 0109L, Location: 07-LA-010-30.84-BWP (Lat: 34.065000, Lng: -118.005000), Route carried "on" structure: Interstate 10, Year Built: 1933, Year Reconstructed: 2004, Status: Open, Structure Length: 23.10m (75.79ft), Average Daily Traffic: 104,500 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 146,265 (year 2029), Design Load: HS 20, Features Intersected: SAN GABRIEL RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.840, Lanes on structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 31.4m (103.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.8 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, 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: Bituminous Find on map >>
Structure Number: 53 0109R, Location: 07-LA-010-30.84-BWP (Lat: 34.065000, Lng: -118.003333), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 2004, Status: Open, Structure Length: 19.84m (65.09ft), Average Daily Traffic: 104,500 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 146,265 (year 2029), Design Load: HS 20, Features Intersected: SAN GABRIEL RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.840, Lanes on structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 50.3m (165.0ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.8 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, 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 Find on map >>
Structure Number: 53 0111, Location: 07-LA-010-32.50-BWP (Lat: 34.068333, Lng: -117.976667), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 1961, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 216,600 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 262,056 (year 2029), Design Load: HS 20, Features Intersected: METROLINK & BNSF RY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.500, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 38.1m (125.0ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 38.3m (125.7ft), Out-to-Out Width: 40.8m (133.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 59.8 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: 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 0112, Location: 07-LA-010-32.93-BWP (Lat: 34.070000, Lng: -117.968333), Route carried "on" structure: Interstate 10, Year Built: 1955, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 216,600 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 262,056 (year 2029), Design Load: HS 20, Features Intersected: BIG DALTON WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.930, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 34.4m (112.9ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), 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: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0664, Location: 07-LA-010-32.22-BWP (Lat: 34.068333, Lng: -117.980000), Route carried "on" structure: City street L685, Year Built: 1956, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 13,400 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 20,492 (year 2029), Design Load: HS 20+Mod, Features Intersected: ROUTE 10, Facility Carried by Structure: BALDWIN PARK BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,469,000, Roadway Improvement Cost: $147,000, Total Project Cost: $2,203,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0665, Location: 07-LA-010-32.66-BWP (Lat: 34.068333, Lng: -117.973333), Route carried "on" structure: Interstate 10, Year Built: 1956, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 216,600 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 262,056 (year 2029), Design Load: HS 20, Features Intersected: FRANCISQUITO AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.660, Lanes on structure: 9, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 38.1m (125.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 38.3m (125.7ft), Out-to-Out Width: 40.8m (133.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to 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, 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 0666, Location: 07-LA-010-33.35-BWP (Lat: 34.070000, Lng: -117.960000), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 1975, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 216,600 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 255,771 (year 2029), Design Load: HS 20, Features Intersected: PUENTE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.350, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 47.2m (154.9ft), Skew: 35 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 47.0m (154.2ft), Out-to-Out Width: 48.5m (159.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0882, Location: 07-LA-010-31.11-BWP (Lat: 34.066667, Lng: -117.996667), Route carried "on" structure: Interstate 10, Year Built: 1956, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 207,800 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 253,479 (year 2029), Design Load: HS 20, Features Intersected: S605-E10 & W10-S605 RMPS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.110, Lanes on structure: 10, Lanes under structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 42.9m (140.7ft), Out-to-Out Width: 50.5m (165.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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, 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 1295, Location: 07-LA-010-31.54-BWP (Lat: 34.066667, Lng: -117.990000), Route carried "on" structure: City street L373, Year Built: 1957, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 3,000 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 4,520 (year 2029), Design Load: HS 20, Features Intersected: I 10, Facility Carried by Structure: BESS FRAZIER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.540, Lanes on structure: 2, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 78.0 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 corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 8.66m (28.41ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,195,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,793,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1298M, Location: 07-LA-010-33.62-BWP (Lat: 34.070000, Lng: -117.956667), Route carried "on" structure: Interstate 10, Year Built: 1956, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 204,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1 (year 2029), Design Load: HS 20, Features Intersected: MERCED AVE STORM DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.620, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 39.6m (129.9ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 39.6m (129.9ft) Condition: Culverts: Very 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Inspection Date: April 2007 Find on map >>
Structure Number: 53 1320M, Location: 07-LA-010-31.94-BWP (Lat: 34.068333, Lng: -117.983333), Route carried "on" structure: Interstate 10, Year Built: 1956, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 242,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1 (year 2029), Design Load: HS 20, Features Intersected: FAIRGROVE STORM DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.940, Lanes on structure: 12, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 29.6m (97.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 38.1m (125.0ft), Out-to-Out Width: 46.7m (153.2ft) 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $5,000, Total Project Cost: $79,000 Find on map >>
Structure Number: 53 1321M, Location: 07-LA-010-32.85-BWP (Lat: 34.070000, Lng: -117.971667), Route carried "on" structure: Interstate 10, Year Built: 1956, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 220,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1 (year 2029), Design Load: HS 20, Features Intersected: VINELAND ST STORM DRN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.850, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 38.1m (125.0ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 38.1m (125.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal 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, Inspection Date: April 2007 Find on map >>
Structure Number: 53 1322M, Location: 07-LA-010-33.05-BWP (Lat: 34.070000, Lng: -117.966667), Route carried "on" structure: Interstate 10, Year Built: 1956, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 220,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1 (year 2029), Design Load: HS 20, Features Intersected: W BIG DALTON AVE STM DRN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.050, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 38.1m (125.0ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 38.1m (125.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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 24 months, Inspection Date: April 2007 Find on map >>
Structure Number: 53 1323M, Location: 07-LA-010-33.09-BWP (Lat: 34.070000, Lng: -117.966667), Route carried "on" structure: Interstate 10, Year Built: 1956, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 220,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1 (year 2029), Design Load: HS 20, Features Intersected: BIG DALTON AVE STORM DRN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.090, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 38.1m (125.0ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 38.1m (125.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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 24 months, Inspection Date: April 2007 Find on map >>
Structure Number: 53 1343, Location: 07-LA-605-R19.85-BWP (Lat: 34.060000, Lng: -117.998333), Route carried "on" structure: Interstate 605, Year Built: 1957, Year Reconstructed: 1995, Status: Open, Structure Length: 14.20m (46.59ft), Average Daily Traffic: 237,090 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 267,905 (year 2029), Design Load: HS 20, Features Intersected: WALNUT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.850, Lanes on structure: 10, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 47.5m (155.8ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 47.5m (155.8ft), Out-to-Out Width: 50.0m (164.0ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1631, Location: 07-LA-605-R20.09-BWP (Lat: 34.063333, Lng: -117.996667), Route carried "on" structure: Interstate 605, Year Built: 1971, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 237,090 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 267,905 (year 2029), Design Load: HS 20, Features Intersected: CONN (S 605 TO E 10), Facility Carried by Structure: S CONECTOR UC Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.090, Lanes on structure: 5, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 35.4m (116.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 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 1631G, Location: 07-LA-605-R20.09-BWP (Lat: 34.063333, Lng: -117.996667), Route carried "on" structure: Ramp Interstate 605, Year Built: 1964, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 23,700 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 26,791 (year 2029), Design Load: HS 20, Features Intersected: CONN (S605-E10) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.090, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.7m (38.4ft) 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: 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: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1632, Location: 07-LA-605-R20.17-BWP (Lat: 34.066667, Lng: -117.996667), Route carried "on" structure: Interstate 605, Year Built: 1971, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 237,090 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 267,905 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.170, Lanes on structure: 5, Lanes under structure: 10, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 35.4m (116.1ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: 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: 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 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1632H, Location: 07-LA-605-R20.17-BWP (Lat: 34.066667, Lng: -117.996667), Route carried "on" structure: Ramp Interstate 605, Year Built: 1964, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 23,700 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 26,791 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.170, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1633, Location: 07-LA-605-20.27-BWP (Lat: 34.066667, Lng: -117.996667), Route carried "on" structure: Interstate 605, Year Built: 1971, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 180,000 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 194,327 (year 2029), Design Load: HS 20+Mod, Features Intersected: N CONN UC Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.270, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 35.4m (116.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1633G, Location: 07-LA-010-31.18-BWP (Lat: 34.066667, Lng: -117.996667), Route carried "on" structure: Ramp Interstate 10, Year Built: 1964, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 13,300 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1 (year 2029), Design Load: HS 20+Mod, Features Intersected: CONN W10-S605 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.180, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, 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 2086, Location: 07-LA-605-21.07-BWP (Lat: 34.078333, Lng: -117.996667), Route carried "on" structure: City street L371, Year Built: 1971, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 20,300 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 25,564 (year 2029), Design Load: HS 20, Features Intersected: I 605, Facility Carried by Structure: WEST RAMONA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 30.9m (101.4ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0157, Location: 0.1 MI W SAN GABR FWY (Lat: 34.076667, Lng: -117.998333), Route carried "on" structure: City street L371, Year Built: 1961, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 37,300 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 46,162 (year 2029), Design Load: HS 20, Features Intersected: SAN GABRIEL RIVER, Facility Carried by Structure: RAMONA BLVD Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 13, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.8 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0336, Location: 1/4 MI S SBD FWY (Lat: 34.066667, Lng: -117.965000), Route carried "on" structure: City street Q914, Year Built: 1961, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 22,387 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 27,497 (year 2029), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: PUENTE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 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 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C043, Location: 1/8 MI E PUENTE AVE (Lat: 34.090000, Lng: -117.945000), Route carried "on" structure: City street L371, Year Built: 1959, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,968 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 9,786 (year 2029), Design Load: H 20, Features Intersected: BIG DALTON WASH, Facility Carried by Structure: RAMONA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 18.5m (60.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C066, Location: 1/2 MI W PUENTE AVE (Lat: 34.068333, Lng: -117.968333), Route carried "on" structure: City street Q940, Year Built: 1956, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 14,900 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 18,322 (year 2029), Features Intersected: BIG DALTON WASH, Facility Carried by Structure: DALEWOOD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 82.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0661, Location: 1/2 MI W PUENTE AVE (Lat: 34.070000, Lng: -117.966667), Route carried "on" structure: City street Q939, Year Built: 1956, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 11,100 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 15,865 (year 2029), Features Intersected: BIG DALTON WASH, Facility Carried by Structure: GARVEY AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 82.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0662, Location: 1/8 MI S SBD FWY (Lat: 34.066667, Lng: -117.970000), Route carried "on" structure: City street L726, Year Built: 1958, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 30,005 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 36,854 (year 2029), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: FRANCISQUITO AVE 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.6m (61.0ft), 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: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 95.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 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: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0677, Location: 1/4 MI W PUENTE AVE (Lat: 34.073333, Lng: -117.963333), Route carried "on" structure: City street L686, Year Built: 1959, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 12,921 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 15,870 (year 2029), Design Load: HS 20, Features Intersected: BIG DALTON WASH, Facility Carried by Structure: MERCED AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0678, Location: 0.2 MI S RAMONA BLVD (Lat: 34.086667, Lng: -117.948333), Route carried "on" structure: City street Q914, Year Built: 1959, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,095 (year 1996), Truck Traffic: 1%, Average Future Daily Traffic: 2,735 (year 2029), Design Load: H 20, Features Intersected: BIG DALTON WASH, Facility Carried by Structure: PUENTE AVE Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C068, Location: 0.1 MI W PUENTE AVE (Lat: 34.088333, Lng: -117.948333), Route carried "on" structure: City street L526, Year Built: 1959, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 12,700 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 15,765 (year 2029), Design Load: HS 20, Features Intersected: BIG DALTON WASH, Facility Carried by Structure: BADILLO ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: 22.9m (75.1ft), Out-to-Out Width: 27.7m (90.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0681, Location: 1/4 MI W PUENTE AVE (Lat: 34.081667, Lng: -117.955000), Route carried "on" structure: City street Q911, Year Built: 1959, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 21,700 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 26,893 (year 2029), Design Load: HS 20, Features Intersected: BIG DALTON WASH, Facility Carried by Structure: PACIFIC AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), 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: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 61.6 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: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0773, Location: 0.1 MI N FRANCISQUITO AV (Lat: 34.066667, Lng: -117.968333), Route carried "on" structure: City street Q944, Year Built: 1959, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 500 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 734 (year 2029), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: BIG DALTON AVE 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), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 78.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C1404, Location: 0.3 MI E FRANCIS QUITO AV (Lat: 34.070000, Lng: -117.970000), Route carried "on" structure: City street Q939, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 11,100 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 16,402 (year 2029), Features Intersected: STORM DRAIN, Facility Carried by Structure: GARVEY AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Channel: Poor, 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007 Find on map >>
Structure Number: 53C1405, Location: 0.3 MI E FRANCISQUITO AV (Lat: 34.068333, Lng: -117.968333), Route carried "on" structure: City street Q940, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 14,900 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 18,445 (year 2029), Features Intersected: STORM DRAIN, Facility Carried by Structure: DALEWOOD AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft) Condition: Channel: Satisfactory, 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007 Find on map >>
Structure Number: 53C1856, Location: 0.8 MI N/O VALLEY BLVD (Lat: 34.060000, Lng: -118.003333), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 12.88m (42.26ft), Average Daily Traffic: 300 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 471 (year 2029), Design Load: HS 20, Features Intersected: WALNUT CREEK WASH, Facility Carried by Structure: PEREZ PLACE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1901, Location: 0.3 MI W BLDWN PARK BL (Lat: 34.068333, Lng: -117.983333), Route carried "on" structure: City street Q939, Year Built: 1956, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 500 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 734 (year 2029), Design Load: HS 20, Features Intersected: FAIRGROVE STORM DRAIN, Facility Carried by Structure: GARVEY AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Channel: Poor, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007 Find on map >>
Structure Number: 53 0664, Location: 07-LA-010-32.22-BWP (Lat: 34.068333, Lng: -117.980000), Route carried "under" structure: Interstate 10, Year Built: 1956, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 216,600 (year 1997), Truck Traffic: 6%, Features Intersected: ROUTE 10, Facility Carried by Structure: BALDWIN PARK BLVD Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 3.222, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.1m (115.2ft) Find on map >>
Structure Number: 53 0665, Location: 07-LA-010-32.66-BWP (Lat: 34.068333, Lng: -117.973333), Route carried "under" structure: City street L726, Year Built: 1956, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 11,400 (year 1998), Truck Traffic: 2%, Features Intersected: FRANCISQUITO AVE, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 53 0666, Location: 07-LA-010-33.35-BWP (Lat: 34.070000, Lng: -117.960000), Route carried "under" structure: City street Q914, Year Built: 1956, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 16,600 (year 1998), Truck Traffic: 2%, Features Intersected: PUENTE AVE, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.7m (104.0ft) Find on map >>
Structure Number: 53 0882, Location: 07-LA-010-31.11-BWP (Lat: 34.066667, Lng: -117.996667), Route carried "under" structure: Ramp Interstate 605, Year Built: 1956, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 186,600 (year 1997), Truck Traffic: 2%, Features Intersected: S605-E10 & W10-S605 RMPS, Facility Carried by Structure: I 10 Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 2.018, Lanes on structure: 10, Lanes under structure: 3, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 53 1288, Location: 07-LA-010-31.72-BWP (Lat: 34.066667, Lng: -117.986667), Route carried "under" structure: Interstate 10, Year Built: 1956, Structure Length: 11.25m (36.91ft), Average Daily Traffic: 216,600 (year 1997), Truck Traffic: 6%, Features Intersected: BESS AVE POC Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 3.172, Lanes under structure: 10, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 53 1295, Location: 07-LA-010-31.54-BWP (Lat: 34.066667, Lng: -117.990000), Route carried "under" structure: Interstate 10, Year Built: 1957, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 207,800 (year 1997), Truck Traffic: 6%, Features Intersected: I 10, Facility Carried by Structure: BESS FRAZIER Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 3.154, Lanes on structure: 2, Lanes under structure: 13, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft) Find on map >>
Structure Number: 53 1631, Location: 07-LA-605-R20.09-BWP (Lat: 34.063333, Lng: -117.996667), Route carried "under" structure: Ramp Interstate 605, Year Built: 1971, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 23,700 (year 2006), Truck Traffic: 12%, Features Intersected: CONN (S 605 TO E 10), Facility Carried by Structure: S CONECTOR UC Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 2.009, Lanes on structure: 5, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 53 1631G, Location: 07-LA-605-R20.09-BWP (Lat: 34.063333, Lng: -117.996667), Route carried "under" structure: Ramp Interstate 605, Year Built: 1964, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 23,000 (year 2006), Truck Traffic: 2%, Features Intersected: CONN (S605-E10) Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 2.009, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 11.6m (38.1ft) Find on map >>
Structure Number: 53 1632, Location: 07-LA-605-R20.17-BWP (Lat: 34.066667, Lng: -117.996667), Route carried "under" structure: Interstate 10, Year Built: 1971, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 254,780 (year 2006), Truck Traffic: 6%, Features Intersected: ROUTE 10 Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 3.114, Lanes on structure: 5, Lanes under structure: 10, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft) Find on map >>
Structure Number: 53 1632H, Location: 07-LA-605-R20.17-BWP (Lat: 34.066667, Lng: -117.996667), Route carried "under" structure: Interstate 10, Year Built: 1964, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 254,780 (year 2006), Truck Traffic: 2%, Features Intersected: ROUTE 10 Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 3.117, Lanes on structure: 3, Lanes under structure: 10, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft) Find on map >>
Structure Number: 53 1633, Location: 07-LA-605-20.27-BWP (Lat: 34.066667, Lng: -117.996667), Route carried "under" structure: Ramp Interstate 605, Year Built: 1971, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 30,000 (year 2006), Truck Traffic: 3%, Features Intersected: N CONN UC Minimum Vertical Clearance: 0.57m (1.87ft), Kilometerpoint: 2.027, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.5m (123.0ft) Find on map >>
Structure Number: 53 1633G, Location: 07-LA-010-31.18-BWP (Lat: 34.066667, Lng: -117.996667), Route carried "under" structure: Ramp Interstate 10, Year Built: 1964, Structure Length: 3.51m (11.52ft), Features Intersected: CONN W10-S605 Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 3.118, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 14.0m (45.9ft) Find on map >>
Structure Number: 53 2086, Location: 07-LA-605-21.07-BWP (Lat: 34.078333, Lng: -117.996667), Route carried "under" structure: Interstate 605, Year Built: 1971, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 180,000 (year 2006), Truck Traffic: 15%, Features Intersected: I 605, Facility Carried by Structure: WEST RAMONA BLVD Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 2.107, Lanes on structure: 6, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 31.4m (103.0ft) Discuss this city on our hugely popular California forum Back to: Baldwin Park, CA, California, All US cities.
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