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

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Structure Number: 57 0249, Location: 11-SD-005-R47.98-CBD (Lat: 33.134783, Lng: -117.329250), Route carried "on" structure: Interstate 5, Year Built: 1971, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 222,000 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 240,084 (year 2029), Design Load: HS 20, Features Intersected: CANNON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.980, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), 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: 35.4m (116.1ft), Curb-To-Curb Width: 47.4m (155.5ft), Out-to-Out Width: 48.2m (158.1ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $1,732,000, Roadway Improvement Cost: $346,000, Total Project Cost: $2,909,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0271, Location: 11-SD-005-R50.86-CBD (Lat: 33.172700, Lng: -117.348300), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 10,300 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 17,790 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 5, Facility Carried by Structure: JEFFERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0272, Location: 11-SD-005-R50.68-CBD (Lat: 33.170633, Lng: -117.346533), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 1,080 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 3,092 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 5, Facility Carried by Structure: LAS FLORES DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0274, Location: 11-SD-005-R50.11-CBD (Lat: 33.163483, Lng: -117.342117), Route carried "on" structure: Interstate 5, Year Built: 1971, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 203,000 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 240,084 (year 2029), Design Load: HS 20, Features Intersected: CARLSBAD VILLAGE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.110, Lanes on structure: 8, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 31 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: 47.4m (155.5ft), Out-to-Out Width: 48.2m (158.1ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, 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 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0275, Location: 11-SD-005-R49.73-CBD (Lat: 33.158222, Lng: -117.339681), Route carried "on" structure: Interstate 5, Year Built: 1971, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 203,000 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 257,600 (year 2029), Design Load: HS 20, Features Intersected: CHESTNUT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.730, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), 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: 35.1m (115.2ft), Curb-To-Curb Width: 47.4m (155.5ft), Out-to-Out Width: 47.9m (157.2ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0276, Location: 11-SD-005-R49.28-CBD (Lat: 33.152361, Lng: -117.336389), Route carried "on" structure: City street S350, Year Built: 1971, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 9,470 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 15,456 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 5, Facility Carried by Structure: TAMARACK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, 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 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0277, Location: 11-SD-005-R50.94-CBD (Lat: 33.174117, Lng: -117.348750), Route carried "on" structure: Interstate 5, Year Built: 1953, Year Reconstructed: 1970, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 203,000 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 240,084 (year 2029), Design Load: H 20, Features Intersected: BUENA VISTA LAGOON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.940, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 54.8m (179.8ft), Out-to-Out Width: 55.7m (182.7ft)

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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57 0282, Location: 11-SD-005-R48.68-CBD (Lat: 33.144283, Lng: -117.333350), Route carried "on" structure: Interstate 5, Year Built: 1953, Year Reconstructed: 1970, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 222,000 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 240,084 (year 2029), Design Load: H 20, Features Intersected: AGUA HEDIONDA LAGOON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.680, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 46.8m (153.5ft), Out-to-Out Width: 48.2m (158.1ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 11, Underwater Inspection Date: June 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0459L, Location: 11-SD-005-R44.56-CBD (Lat: 33.090800, Lng: -117.302633), Route carried "on" structure: Interstate 5, Year Built: 1965, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 98,500 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 164,500 (year 2030), Design Load: HS 20, Features Intersected: BATIQUITOS LAGOON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.560, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 11, Underwater Inspection Date: April 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0459R, Location: 11-SD-005-R44.56-CBD (Lat: 33.090917, Lng: -117.302183), Route carried "on" structure: Interstate 5, Year Built: 1965, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 98,500 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 164,500 (year 2030), Design Load: HS 20, Features Intersected: BATIQUITOS LAGOON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.560, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 11, Underwater Inspection Date: April 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 046, Location: 11-SD-005-R44.07-CBD (Lat: 33.084194, Lng: -117.298139), Route carried "on" structure: County highway S347, Year Built: 1965, Year Reconstructed: 1997, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 30,151 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 37,403 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 5, Facility Carried by Structure: LA COSTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0555, Location: 11-SD-005-R45.57-CBD (Lat: 33.103403, Lng: -117.310542), Route carried "on" structure: County highway S348, Year Built: 1965, Year Reconstructed: 1996, Status: Open, Structure Length: 6.20m (20.34ft), Average Daily Traffic: 5,100 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 7,728 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 5, Facility Carried by Structure: POINSETTIA LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 31.8m (104.3ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0556, Location: 11-SD-005-R47.03-CBD (Lat: 33.122097, Lng: -117.322014), Route carried "on" structure: City street S150, Year Built: 1966, Year Reconstructed: 1993, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 52,964 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 42,761 (year 2029), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 5, Facility Carried by Structure: PALOMAR AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), 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: 43.6m (143.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Fair, 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0672, Location: 11-SD-005-R49.12-CBD (Lat: 33.150167, Lng: -117.335333), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 8,400 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 14,714 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 5, Facility Carried by Structure: CHINQUAPIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair, 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: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0687, Location: 11-SD-005-R46.6-CBD (Lat: 33.116542, Lng: -117.318708), Route carried "on" structure: Interstate 5, Year Built: 1965, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 222,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 247,297 (year 2029), Design Load: HS 20, Features Intersected: LAS ENCINAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.600, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 46.0m (150.9ft), Out-to-Out Width: 46.0m (150.9ft)

Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, 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: June 11

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Structure Number: 57C0133, Location: 1 MI N CANNON RD FAU S349 (Lat: 33.145542, Lng: -117.343681), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 22,623 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 29,335 (year 2029), Design Load: HS 20, Features Intersected: AQUA HEDIONDA LAGOON, Facility Carried by Structure: CARLSBAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 60.0m (196.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0134, Location: 0.6 MI NW ELM AVE (Lat: 33.164153, Lng: -117.354347), Route carried "on" structure: City street , Year Built: 1925, Year Reconstructed: 1935, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 13,130 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 30,173 (year 2029), Design Load: H 15, Features Intersected: MTDB, BNSF RY, AMTRAK, Facility Carried by Structure: CARLSBAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C0135, Location: 0.3 MI S VISTA WAY (Lat: 33.168139, Lng: -117.356250), Route carried "on" structure: City street , Year Built: 1914, Year Reconstructed: 1933, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 19,173 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 30,173 (year 2029), Design Load: H 15, Features Intersected: BUENA VISTA CREEK, Facility Carried by Structure: CARLSBAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Excellent, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 11, Underwater Inspection Date: March 11, Bridge Improvement Cost: $158,000, Roadway Improvement Cost: $31,000, Total Project Cost: $265,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C0176, Location: 0.25 MI W OF ROUTE 1-5 (Lat: 33.122542, Lng: -117.325972), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 10,933 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 14,668 (year 2029), Design Load: HS 20+Mod, Features Intersected: NCTD, BNSF RY & AMTRAK, Facility Carried by Structure: PALOMAR AIRPORT RD
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: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0177, Location: 0.1 MI S OF RTE 78 (Lat: 33.180667, Lng: -117.326819), Route carried "on" structure: City street , Year Built: 1966, Year Reconstructed: 1979, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 40,522 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 51,337 (year 2029), Design Load: HS 20, Features Intersected: BUENA VISTA CREEK, Facility Carried by Structure: EL CAMINO REAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0178, Location: 100' N HAYMAR DR (Lat: 33.180503, Lng: -117.328856), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 319 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 367 (year 2029), Design Load: HS 20, Features Intersected: BUENA VISTA CREEK, Facility Carried by Structure: S VISTA WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0179, Location: 0.35 MI E OF EL CAMINO RE (Lat: 33.181347, Lng: -117.321328), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 608 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,026 (year 2029), Design Load: HS 20, Features Intersected: BUENA VISTA CREEK, Facility Carried by Structure: HAYMAR DR
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: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C019, Location: 0.2 MI N LA COSTA AVE (Lat: 33.087978, Lng: -117.269086), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 45,460 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 44,003 (year 2029), Design Load: HS 20, Features Intersected: SAN MARCOS CREEK, Facility Carried by Structure: EL CAMINO REAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0191, Location: 3.1 MI S ROUTE 78 (Lat: 33.149336, Lng: -117.296950), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 32,597 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 31,431 (year 2029), Design Load: HS 20, Features Intersected: AGUA HEDIONDA CREEK, Facility Carried by Structure: EL CAMINO REAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Bridge Improvement Cost: $1,155,000, Roadway Improvement Cost: $231,000, Total Project Cost: $1,940,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0212, Location: 0.1MI N/O AVENIDA ENCINAS (Lat: 33.093569, Lng: -117.314500), Route carried "on" structure: City street , Year Built: 1952, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 8,146 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 15,716 (year 2029), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CARLSBAD BLVD N/B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0214R, Location: 0.6 MI S PALOMAR ARPRT RD (Lat: 33.115875, Lng: -117.324208), Route carried "on" structure: City street , Year Built: 1951, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 12,300 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15,716 (year 2029), Design Load: HS 20, Features Intersected: LAS ENCINAS CREEK, Facility Carried by Structure: CARLSBAD BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2009, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0215, Location: 0.5 M W/O ROUTE 5 (Lat: 33.123708, Lng: -117.328083), Route carried "on" structure: City street , Year Built: 1953, Status: Open, Structure Length: 9.39m (30.81ft), Average Daily Traffic: 7,515 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 10,477 (year 2029), Design Load: HS 20, Features Intersected: CARLSBAD BLVD, Facility Carried by Structure: PALOMAR AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.9 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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.39m (30.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $985,000, Roadway Improvement Cost: $197,000, Total Project Cost: $1,654,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C0238, Location: 0.15 MI S OF RT 78 (Lat: 33.179256, Lng: -117.340528), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 19,833 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 29,335 (year 2029), Design Load: HS 20, Features Intersected: BUENA VISTA CREEK, Facility Carried by Structure: JEFFERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 99.8 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: Better than 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: April 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0307, Location: 0.5 MI N CANNON RD (Lat: 33.138653, Lng: -117.339028), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 22,623 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 32,805 (year 2029), Design Load: HS 20, Features Intersected: ENCINA DISCHARGE CH, Facility Carried by Structure: CARLSBAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: Local Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 29.6m (97.1ft)

Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to 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 48 months, Inspection Date: April 2009

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Structure Number: 57C0429, Location: 300' W/O EL CAMINO REAL (Lat: 33.085292, Lng: -117.269389), Route carried "on" structure: City street , Year Built: 1967, Year Reconstructed: 1987, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 34,800 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 44,445 (year 2029), Design Load: HS 20, Features Intersected: ENCINITAS CREEK, Facility Carried by Structure: LA COSTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 36.9m (121.1ft)

Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present desirable 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 48 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C0598, Location: 0.35 MI W ROUTE I-5 (Lat: 33.102264, Lng: -117.316083), Route carried "on" structure: City street , Year Built: 1983, Year Reconstructed: 2002, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 4,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 5,239 (year 2029), Design Load: HS 20+Mod, Features Intersected: NCTD, BNSF RY, & AMTRAK, Facility Carried by Structure: POINSETTIA LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.0m (75.5ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C0667L, Location: 0.5 mi N/O La Costa Ave (Lat: 33.087347, Lng: -117.312597), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 8,962 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 7,213 (year 2029), Design Load: HS 20+Mod, Features Intersected: SAN MARCOS CREEK, Facility Carried by Structure: CARLSBAD BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0667R, Location: 0.5 mile N/O La Costa Ave (Lat: 33.087472, Lng: -117.312181), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 8,603 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 6,203 (year 2029), Design Load: HS 20+Mod, Features Intersected: SAN MARCOS CREEK, Facility Carried by Structure: CARLSBAD BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0762, Location: 100 FT S/O EL CAMINO REAL (Lat: 33.148806, Lng: -117.298167), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 11,775 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 1,245 (year 2029), Design Load: HS 20+Mod, Features Intersected: AGUA HEDIONDA CHANNEL, Facility Carried by Structure: CANNON ROAD
Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.2m (82.7ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2009, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0763L, Location: 1.3 M E/O I-5 (Lat: 33.138164, Lng: -117.308711), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 13.85m (45.44ft), Average Daily Traffic: 9,354 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 12,570 (year 2029), Design Load: HS 20+Mod, Features Intersected: MACARIO CANYON, Facility Carried by Structure: CANNON ROAD W/B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0763R, Location: 1.3 M E/O I-5 (Lat: 33.138097, Lng: -117.308514), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 13.85m (45.44ft), Average Daily Traffic: 9,497 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 12,570 (year 2029), Design Load: HS 20+Mod, Features Intersected: MACARIO CANYON, Facility Carried by Structure: CANNON ROAD E/B
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: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0764, Location: 200 FT W/O EL CAMINO REAL (Lat: 33.078153, Lng: -117.266750), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,986 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 2,629 (year 2029), Design Load: HS 20+Mod, Features Intersected: ENCINITAS CREEK, Facility Carried by Structure: LEVANTE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 53.0 metric tons, Inventory Rating: 32.4 metric tons, 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: April 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0765, Location: 200 FT W/O EL CAMINO REAL (Lat: 33.073000, Lng: -117.263889), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 3.40m (11.15ft), Average Daily Traffic: 12,616 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 629 (year 2029), Design Load: HS 20+Mod, Features Intersected: ENCINITAS CREEK, Facility Carried by Structure: CALLE BARCELONA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2009, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0767, Location: 0.1 M E/O CARLSBAD BLVD (Lat: 33.092569, Lng: -117.311667), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 3,429 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 6,500 (year 2028), Design Load: HS 20+Mod, Features Intersected: NCTD, BNSF RY, & AMTRAK, Facility Carried by Structure: AVENIDA ENCINAS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 21.0m (68.9ft)

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

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Structure Number: 57C0768L, Location: 0.2 M S/O MELROSE DR (Lat: 33.103814, Lng: -117.224406), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 11.22m (36.81ft), Average Daily Traffic: 14,738 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 16,245 (year 2029), Design Load: HS 20+Mod, Features Intersected: SAN MARCOS CREEK, Facility Carried by Structure: RANCHO SANTA FE SB
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: 13.2m (43.3ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0768R, Location: 0.2 M S/O MELROSE DR (Lat: 33.103911, Lng: -117.224172), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 11.22m (36.81ft), Average Daily Traffic: 14,101 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 16,245 (year 2029), Design Load: HS 20+Mod, Features Intersected: SAN MARCOS CREEK, Facility Carried by Structure: RANCHO SANTA FE NB
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: 13.2m (43.3ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0769, Location: 0.3 MI S/O OLIVENHAIN RD (Lat: 33.065708, Lng: -117.244722), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 16,929 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 785 (year 2029), Design Load: HS 20, Features Intersected: ENCINITAS CREEK, Facility Carried by Structure: RANCHO SANTA FE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.8m (71.5ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 29.0m (95.1ft)

Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2009

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Structure Number: 57C077, Location: 0.2 MI S/O OLIVENHAIN RD (Lat: 33.066875, Lng: -117.245236), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 16,929 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 785 (year 2029), Design Load: HS 20, Features Intersected: ENCINITAS CREEK TRIBUTRY, Facility Carried by Structure: RANCHO SANTA FE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.3m (76.4ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 33.0m (108.3ft)

Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2009

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Structure Number: 57C0790L, Location: 0.6 MI S PALOMAR ARPRT RD (Lat: 33.115819, Lng: -117.325006), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 11,000 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 16,000 (year 2030), Design Load: HS 20+Mod, Features Intersected: LAS ENCINAS CREEK, Facility Carried by Structure: CARLSBAD BLVD SB
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11