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

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Structure Number: 28 0064, Location: 04-CC-004-R8.85-MTZ (Lat: 37.992278, Lng: -122.125083), Route carried "on" structure: State highway 4, Year Built: 1967, Year Reconstructed: 1975, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 62,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 124,700 (year 2027), Design Load: HS 20, Features Intersected: ABANDONED BNSF RY SPUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.850, Lanes on structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 40.9m (134.2ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: June 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28 0153L, Location: 04-CC-680-25.04-MTZ (Lat: 38.041444, Lng: -122.123861), Route carried "on" structure: Interstate 680, Year Built: 1962, Year Reconstructed: 1991, Status: Open, Structure Length: 189.43m (621.49ft), Average Daily Traffic: 51,000 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 84,266 (year 2033), Design Load: HS 20, Features Intersected: UP,BNSF,AMTRAK,SUISUN BA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.040, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Toll: Toll bridge, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Navigation Control: Yes ( Vertical Clearance: 41.1m (134.8ft), Horizontal Clearance: 134.1m (440.0ft)), Material/Design: Steel, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 10, Number Of Approach Spans: 8, Length of Maximum Span: 160.9m (527.9ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 189.43m (621.49ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 11, Critical Feature Inspection Date: January 12, Underwater Inspection Date: June 11, Bridge Improvement Cost: $44,744,000, Roadway Improvement Cost: $8,948,000, Total Project Cost: $75,169,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 28 0153R, Location: 04-CC-680-25.04-MTZ (Lat: 38.042806, Lng: -122.121917), Route carried "on" structure: Interstate 680, Year Built: 2007, Status: Open, Structure Length: 226.59m (743.41ft), Average Daily Traffic: 51,000 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 84,266 (year 2033), Design Load: HS 20+Mod, Features Intersected: UP,BNSF,AMTRAK,SUISUN BA
Minimum Vertical Clearance: 5.62m (18.44ft), Kilometerpoint: 25.040, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Toll: Toll bridge, Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Navigation Control: Yes ( Vertical Clearance: 43.0m (141.1ft), Horizontal Clearance: 170.0m (557.7ft)), Material/Design: Prestressed concrete, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 16, Number Of Approach Spans: 6, Length of Maximum Span: 200.8m (658.8ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 11, Critical Feature Inspection Date: December 11, Underwater Inspection Date: March 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 28 0212, Location: 04-CC-004-R9.18-MTZ (Lat: 37.995028, Lng: -122.120222), Route carried "on" structure: City street A735, Year Built: 1975, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 22,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 36,547 (year 2029), Design Load: HS 20, Features Intersected: STATE ROUTE 4, Facility Carried by Structure: PINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.6m (107.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 31.2m (102.4ft), Out-to-Out Width: 34.8m (114.2ft)

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: 32.6 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0214L, Location: 04-CC-004-R8.55-MTZ (Lat: 37.990750, Lng: -122.130028), Route carried "on" structure: State highway 4, Year Built: 1967, Year Reconstructed: 1975, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 31,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 62,350 (year 2029), Design Load: HS 20, Features Intersected: ALHAMBRA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.550, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0214R, Location: 04-CC-004-R8.55-MTZ (Lat: 37.990583, Lng: -122.129972), Route carried "on" structure: State highway 4, Year Built: 1967, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 31,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 62,350 (year 2029), Design Load: HS 20, Features Intersected: ALHAMBRA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.550, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0216L, Location: 04-CC-004-R8.75-MTZ (Lat: 37.991639, Lng: -122.126611), Route carried "on" structure: State highway 4, Year Built: 1967, Year Reconstructed: 1975, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 31,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 62,350 (year 2029), Design Load: HS 20, Features Intersected: ALHAMBRA WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.750, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0216R, Location: 04-CC-004-R8.75-MTZ (Lat: 37.991417, Lng: -122.126472), Route carried "on" structure: State highway 4, Year Built: 1967, Year Reconstructed: 1975, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 31,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 62,350 (year 2029), Design Load: HS 20, Features Intersected: ALHAMBRA WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.750, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0217, Location: 04-CC-004-R11.13-MTZ (Lat: 37.991139, Lng: -122.086722), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 5,500 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 8,553 (year 2029), Design Load: HS 20, Features Intersected: STATE ROUTE 4, Facility Carried by Structure: MILANO WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 48.5m (159.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0218L, Location: 04-CC-004-R10.33-MTZ (Lat: 37.991972, Lng: -122.100722), Route carried "on" structure: State highway 4, Year Built: 1975, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 31,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 62,350 (year 2029), Design Load: HS 20, Features Intersected: MORELLO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.330, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 53.0m (173.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft)

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: 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0218R, Location: 04-CC-004-R10.33-MTZ (Lat: 37.991722, Lng: -122.100750), Route carried "on" structure: State highway 4, Year Built: 1975, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 31,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 62,350 (year 2029), Design Load: HS 20, Features Intersected: MORELLO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.330, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 53.0m (173.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Poor, Superstructure: Very good, Substructure: 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0360L, Location: 04-CC-004-3.66-MTZ (Lat: 38.008250, Lng: -122.211000), Route carried "on" structure: State highway 4, Year Built: 2001, Status: Open, Structure Length: 26.20m (85.96ft), Average Daily Traffic: 21,750 (year 2009), Average Future Daily Traffic: 40,250 (year 2027), Design Load: HS 20+Mod, Features Intersected: BNSF RY & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.660, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 88.5m (290.4ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 54.0 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: 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: June 10, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0361L, Location: 04-CC-004-3.87-MTZ (Lat: 38.009111, Lng: -122.206306), Route carried "on" structure: State highway 4, Year Built: 2002, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 10,200 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 12,075 (year 2030), Design Load: HS 20+Mod, Features Intersected: PEDESTRIAN AND BIKE PATH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.870, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)

Condition: Culverts: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 11

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Structure Number: 28C0002, Location: AT CASTRO STREET (Lat: 38.017622, Lng: -122.137586), Route carried "on" structure: City street A067, Year Built: 1987, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 4,900 (year 1980), Truck Traffic: 2%, Average Future Daily Traffic: 9,524 (year 2029), Features Intersected: ARROYO DEL HAMBRE, Facility Carried by Structure: ESCOBAR ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 11, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0084, Location: AT MUIR TUNNEL (Lat: 37.996944, Lng: -122.118889), Route carried "on" structure: City street A844, Year Built: 1975, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 3,000 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 4,356 (year 2029), Design Load: HS 20, Features Intersected: BNSF RY, Facility Carried by Structure: ARNOLD DRIVE
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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28C0184, Location: AT CASTRO ST (Lat: 38.018103, Lng: -122.138675), Route carried "on" structure: City street A066, Year Built: 1989, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 4,500 (year 1985), Truck Traffic: 5%, Average Future Daily Traffic: 8,466 (year 2029), Design Load: HS 20+Mod, Features Intersected: ARROYO DEL HAMBRE, Facility Carried by Structure: MARINA VISTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 11, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $50,000, Total Project Cost: $421,000 ( Estimate for 2010), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0264, Location: AT FERRY STREET (Lat: 38.016586, Lng: -122.134825), Route carried "on" structure: City street A847, Year Built: 1940, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,677 (year 1975), Truck Traffic: 3%, Average Future Daily Traffic: 3,269 (year 2029), Features Intersected: ARROYO DEL HAMBRE, Facility Carried by Structure: GREEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 18.1m (59.4ft)

Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0367, Location: 300' EAST OF ALHAMBRA AVE (Lat: 38.003889, Lng: -122.130000), Route carried "on" structure: City street A850, Year Built: 1955, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 4,900 (year 1977), Truck Traffic: 6%, Average Future Daily Traffic: 7,911 (year 2029), Design Load: HS 20, Features Intersected: ARROYO DEL HAMBRE, Facility Carried by Structure: SHELL 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Critical, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $33,000, Total Project Cost: $280,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28C0368, Location: 0.1 MI W PINE ST (Lat: 38.010833, Lng: -122.128889), Route carried "on" structure: City street A849, Year Built: 1929, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,000 (year 1977), Truck Traffic: 2%, Average Future Daily Traffic: 3,692 (year 2029), Features Intersected: ARROYO DEL HAMBRE, Facility Carried by Structure: BROWN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 3.6m (11.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 16.3m (53.5ft)

Condition: Channel: Fair, Culverts: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0369, Location: AT ESTUDILLO ST (Lat: 38.014153, Lng: -122.133147), Route carried "on" structure: City street A848, Year Built: 1987, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,876 (year 1984), Truck Traffic: 2%, Average Future Daily Traffic: 3,174 (year 2029), Design Load: HS 20+Mod, Features Intersected: ARROYO DEL HAMBRE, Facility Carried by Structure: SUSANA ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28C037, Location: AT GREEN ST (Lat: 38.016592, Lng: -122.134800), Route carried "on" structure: City street A847, Year Built: 1940, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,677 (year 1975), Truck Traffic: 3%, Average Future Daily Traffic: 3,269 (year 2029), Features Intersected: ARROYO DEL HAMBRE, Facility Carried by Structure: FERRY STREET
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), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0406, Location: AT ESTUDILLO ST (Lat: 38.016944, Lng: -122.135833), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,023 (year 1981), Truck Traffic: 3%, Average Future Daily Traffic: 3,797 (year 2029), Design Load: HS 20, Features Intersected: ARROYO DEL HAMBRE, Facility Carried by Structure: WARD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, 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: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0407, Location: AT ESTUDILLO ST (Lat: 38.017211, Lng: -122.136850), Route carried "on" structure: City street , Year Built: 1925, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 4,900 (year 1980), Truck Traffic: 4%, Average Future Daily Traffic: 5,906 (year 2029), Features Intersected: ARROYO DEL HAMBRE, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 11.4m (37.4ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0457, Location: 0.4 MI S/W SHELL AVE (Lat: 38.022778, Lng: -122.123889), Route carried "on" structure: City street A066, Year Built: 1915, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 14,000 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 18,985 (year 2029), Features Intersected: SHELL OIL CO PIPE UC, Facility Carried by Structure: MARINA VISTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Private, Approaching Roadway Width: 13.7m (44.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 25.9 metric tons, Inventory Rating: 16.2 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28 0212, Location: 04-CC-004-R9.18-MTZ (Lat: 37.995028, Lng: -122.120222), Route carried "under" structure: State highway 4, Year Built: 1975, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 62,000 (year 2009), Truck Traffic: 7%, Features Intersected: STATE ROUTE 4, Facility Carried by Structure: PINE STREET
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.918, Lanes on structure: 7, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 28 0214L, Location: 04-CC-004-R8.55-MTZ (Lat: 37.990750, Lng: -122.130028), Route carried "under" structure: City street A064, Year Built: 1967, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 70,000 (year 2009), Truck Traffic: 1%, Features Intersected: ALHAMBRA AVE, Facility Carried by Structure: STATE ROUTE 4 WB
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 28 0214R, Location: 04-CC-004-R8.55-MTZ (Lat: 37.990583, Lng: -122.129972), Route carried "under" structure: City street A064, Year Built: 1967, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 70,000 (year 2009), Truck Traffic: 1%, Features Intersected: ALHAMBRA AVE, Facility Carried by Structure: STATE ROUTE 4 EB
Minimum Vertical Clearance: 4.74m (15.55ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 28 0216L, Location: 04-CC-004-R8.75-MTZ (Lat: 37.991639, Lng: -122.126611), Route carried "under" structure: City street A845, Year Built: 1967, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 59,000 (year 2009), Truck Traffic: 1%, Features Intersected: ALHAMBRA WAY, Facility Carried by Structure: STATE ROUTE 4 WB
Minimum Vertical Clearance: 10.33m (33.89ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 28 0216R, Location: 04-CC-004-R8.75-MTZ (Lat: 37.991417, Lng: -122.126472), Route carried "under" structure: Business City street , Year Built: 1967, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 59,000 (year 2009), Truck Traffic: 1%, Features Intersected: ALHAMBRA WAY, Facility Carried by Structure: STATE ROUTE 4 EB
Minimum Vertical Clearance: 10.33m (33.89ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 28 0217, Location: 04-CC-004-R11.13-MTZ (Lat: 37.991139, Lng: -122.086722), Route carried "under" structure: State highway 4, Year Built: 1975, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 62,000 (year 2009), Truck Traffic: 7%, Features Intersected: STATE ROUTE 4, Facility Carried by Structure: MILANO WAY
Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 1.113, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 28 0218L, Location: 04-CC-004-R10.33-MTZ (Lat: 37.991972, Lng: -122.100722), Route carried "under" structure: City street A843, Year Built: 1975, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 15,000 (year 2009), Truck Traffic: 2%, Features Intersected: MORELLO AVE, Facility Carried by Structure: STATE ROUTE 4 WB
Minimum Vertical Clearance: 6.05m (19.85ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 53.0m (173.9ft)

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Structure Number: 28 0218R, Location: 04-CC-004-R10.33-MTZ (Lat: 37.991722, Lng: -122.100750), Route carried "under" structure: City street A843, Year Built: 1975, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 15,000 (year 2009), Truck Traffic: 2%, Features Intersected: MORELLO AVE, Facility Carried by Structure: STATE ROUTE 4 EB
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 53.0m (173.9ft)

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Structure Number: 28C0147, Location: 04-CC-066-0-MTZ (Lat: 38.021944, Lng: -122.127778), Route carried "under" structure: City street A066, Year Built: 1935, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,500 (year 1998), Truck Traffic: 5%, Features Intersected: SHELL OIL CO PIPE OC, Facility Carried by Structure: PIPE(MARINA VISTA)
Minimum Vertical Clearance: 5.62m (18.44ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Deck, Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 28C0148, Location: 04-CC-066-0-MTZ (Lat: 38.022778, Lng: -122.125000), Route carried "under" structure: City street A066, Year Built: 1935, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 3,500 (year 1998), Truck Traffic: 20%, Features Intersected: SHELL OIL CO PIPE OC, Facility Carried by Structure: MARINA VISTA AVE
Minimum Vertical Clearance: 4.74m (15.55ft), Kilometerpoint: 0.000, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 28C0149, Location: 04-CC-066-0-MTZ (Lat: 38.025000, Lng: -122.117778), Route carried "under" structure: City street A066, Year Built: 1935, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3,500 (year 1998), Truck Traffic: 20%, Features Intersected: SHELL OIL CO. POC, Facility Carried by Structure: MARINA VISTA
Minimum Vertical Clearance: 7.24m (23.75ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 28C0153, Location: 04-CC-049-0-MTZ (Lat: 37.990833, Lng: -122.125833), Route carried "under" structure: City street A049, Year Built: 1935, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 3,300 (year 2000), Truck Traffic: 1%, Features Intersected: ALHAMBRA AVENUE, Facility Carried by Structure: BNSF RY
Minimum Vertical Clearance: 18.19m (59.68ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 28C0153, Location: 04-CC-049-0-MTZ (Lat: 37.990833, Lng: -122.125833), Route carried "under" structure: City street A049, Year Built: 1935, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 12,800 (year 1998), Truck Traffic: 5%, Features Intersected: ALHAMBRA AVENUE, Facility Carried by Structure: BNSF RY
Minimum Vertical Clearance: 1.83m (6.00ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)