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

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Structure Number: 6 0007, Location: 02-SHA-273-10.97-RDG (Lat: 40.505000, Lng: -122.376667), Route carried "on" structure: State highway 273, Year Built: 1937, Year Reconstructed: 1950, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 21,400 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 24,994 (year 2033), Design Load: HS 20, Features Intersected: CHINA GULCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.970, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Good, Culverts: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11

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Structure Number: 6 0009, Location: 02-SHA-273-12.58-RDG (Lat: 40.528333, Lng: -122.381667), Route carried "on" structure: State highway 273, Year Built: 1940, Year Reconstructed: 1994, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 23,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 34,584 (year 2033), Design Load: HS 20+Mod, Features Intersected: OLNEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.580, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 29 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 32.5m (106.6ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6 001, Location: 02-SHA-273-13.31-RDG (Lat: 40.536667, Lng: -122.383333), Route carried "on" structure: State highway 273, Year Built: 1942, Year Reconstructed: 1995, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 23,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 34,584 (year 2033), Design Load: H 20, Features Intersected: A.C.I.D. CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.310, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Fair, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6 0011, Location: 02-SHA-273-13.88-RDG (Lat: 40.546667, Lng: -122.385000), Route carried "on" structure: State highway 273, Year Built: 1942, Year Reconstructed: 1994, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 23,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 34,584 (year 2033), Design Load: H 20, Features Intersected: OREGON GULCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.880, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6 0012, Location: 02-SHA-273-14.31-RDG (Lat: 40.553333, Lng: -122.386667), Route carried "on" structure: State highway 273, Year Built: 1942, Year Reconstructed: 1995, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 23,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 34,584 (year 2033), Design Load: H 20, Features Intersected: CANYON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.310, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Fair, 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6 0014, Location: 02-SHA-273-17.08-RDG (Lat: 40.591667, Lng: -122.391667), Route carried "on" structure: State highway 273, Year Built: 1935, Year Reconstructed: 1961, Status: Open, Structure Length: 24.05m (78.90ft), Average Daily Traffic: 18,750 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 30,800 (year 2027), Design Load: HS 20, Features Intersected: SACRAMENTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.080, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 60.6 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: Somewhat better than minimum adequacy, 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, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 10, Critical Feature Inspection Date: September 11, Underwater Inspection Date: October 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 6 0022, Location: 02-SHA-273-17.97-RDG (Lat: 40.601667, Lng: -122.381667), Route carried "on" structure: State highway 273, Year Built: 1936, Year Reconstructed: 1954, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 25,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 36,012 (year 2033), Design Load: H 15, Features Intersected: SULPHUR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.970, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good, Culverts: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11

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Structure Number: 6 0035, Location: 02-SHA-299-23.91-RDG (Lat: 40.586667, Lng: -122.400000), Route carried "on" structure: State highway 299, Year Built: 1958, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 19,700 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 26,728 (year 2033), Design Load: HS 20, Features Intersected: UP RR, AMTRK, DIVISION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.910, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $1,361,000, Roadway Improvement Cost: $272,000, Total Project Cost: $2,286,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 6 0088E, Location: 02-SHA-005-R17.32-RDG (Lat: 40.611828, Lng: -122.365694), Route carried "on" structure: Ramp Interstate 5, Year Built: 1965, Year Reconstructed: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 25,000 (year 1998), Truck Traffic: 16%, Average Future Daily Traffic: 31,327 (year 2028), Design Load: HS 20, Features Intersected: BOULDER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.320, Lanes on structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)

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

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Structure Number: 6 0099G, Location: 02-SHA-005-R15.31-RDG (Lat: 40.583564, Lng: -122.358006), Route carried "on" structure: Ramp Interstate 5, Year Built: 1968, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 1,700 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 2,088 (year 2028), Design Load: HS 20, Features Intersected: HILLTOP DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.310, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 67.1 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 6 0101, Location: 02-SHA-005-R16.15-RDG (Lat: 40.595000, Lng: -122.360000), Route carried "on" structure: City street Y261, Year Built: 1965, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 12,318 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 13,000 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 5, Facility Carried by Structure: HILLTOP DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2008, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6 0106, Location: 02-SHA-044-R.13-RDG (Lat: 40.584722, Lng: -122.358056), Route carried "on" structure: City street Y261, Year Built: 1968, Year Reconstructed: 2008, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 24,118 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 30,375 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 44, Facility Carried by Structure: HILLTOP DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 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: 6 0107, Location: 02-SHA-005-R19-RDG (Lat: 40.635942, Lng: -122.367039), Route carried "on" structure: Interstate 5, Year Built: 1953, Year Reconstructed: 2005, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 34,000 (year 2009), Truck Traffic: 17%, Average Future Daily Traffic: 87,106 (year 2034), Design Load: HS 20, Features Intersected: CHURN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.000, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 40.0m (131.2ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 38.8m (127.3ft), Out-to-Out Width: 40.4m (132.5ft)

Condition: Deck: Satisfactory, Superstructure: 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: 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: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 6 0122, Location: 02-SHA-005-R12.15-RDG (Lat: 40.538333, Lng: -122.350000), Route carried "on" structure: City street Y199, Year Built: 1965, Year Reconstructed: 1996, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 9,000 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 10,202 (year 2026), Design Load: HS 20, Features Intersected: INTERSTATE 5, Facility Carried by Structure: CHURN CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.4m (86.6ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2008, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6 0123, Location: 02-SHA-005-R12.92-RDG (Lat: 40.550000, Lng: -122.353333), Route carried "on" structure: City street Y226, Year Built: 1965, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 2,266 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 3,667 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 5, Facility Carried by Structure: LOMA VISTA DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2008, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6 0124, Location: 02-SHA-005-R13.95-RDG (Lat: 40.563333, Lng: -122.358333), Route carried "on" structure: City street Y255, Year Built: 1965, Year Reconstructed: 1991, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 26,400 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 55,502 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 5, Facility Carried by Structure: HARTNELL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.6m (80.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.7m (67.9ft)

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: 53.5 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6 0125L, Location: 02-SHA-005-R14.44-RDG (Lat: 40.570814, Lng: -122.360694), Route carried "on" structure: Interstate 5, Year Built: 1965, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 26,500 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 45,397 (year 2033), Design Load: HS 20, Features Intersected: EAST CYPRESS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.440, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0125R, Location: 02-SHA-005-R14.44-RDG (Lat: 40.570808, Lng: -122.360272), Route carried "on" structure: Interstate 5, Year Built: 1965, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 26,500 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 45,397 (year 2033), Design Load: HS 20, Features Intersected: EAST CYPRESS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.440, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 70.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0126G, Location: 02-SHA-005-R15.43-RDG (Lat: 40.584992, Lng: -122.358506), Route carried "on" structure: Ramp Interstate 5, Year Built: 1965, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 5,900 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 20,540 (year 2028), Design Load: HS 20, Features Intersected: SR 44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.430, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0126L, Location: 02-SHA-005-R15.43-RDG (Lat: 40.585189, Lng: -122.360772), Route carried "on" structure: Interstate 5, Year Built: 1965, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 26,500 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 45,397 (year 2033), Design Load: HS 20, Features Intersected: SR 44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.430, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 6.04m (19.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Bridge Improvement Cost: $834,000, Roadway Improvement Cost: $166,000, Total Project Cost: $1,401,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 6 0126R, Location: 02-SHA-005-R15.43-RDG (Lat: 40.585064, Lng: -122.360381), Route carried "on" structure: Interstate 5, Year Built: 1965, Year Reconstructed: 2000, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 26,500 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 45,397 (year 2033), Design Load: HS 20, Features Intersected: SR 44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.430, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 21.7m (71.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.2m (66.3ft), Curb-To-Curb Width: 21.7m (71.2ft), Out-to-Out Width: 22.6m (74.1ft)

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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0127L, Location: 02-SHA-005-R15.56-RDG (Lat: 40.587039, Lng: -122.360756), Route carried "on" structure: Interstate 5, Year Built: 1965, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 26,500 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 45,397 (year 2033), Design Load: HS 20, Features Intersected: N5-W44 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.560, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable 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, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 6 0127R, Location: 02-SHA-005-R15.59-RDG (Lat: 40.586950, Lng: -122.360389), Route carried "on" structure: Interstate 5, Year Built: 1965, Year Reconstructed: 2001, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 26,500 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 45,397 (year 2033), Design Load: HS 20, Features Intersected: N5-W44 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.590, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable 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, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0129L, Location: 02-SHA-005-R17.3-RDG (Lat: 40.612014, Lng: -122.363447), Route carried "on" structure: Interstate 5, Year Built: 1965, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 26,500 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 45,397 (year 2033), Design Load: HS 20+Mod, Features Intersected: SR 299
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.300, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 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, 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, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0129R, Location: 02-SHA-005-R17.3-RDG (Lat: 40.612103, Lng: -122.363036), Route carried "on" structure: Interstate 5, Year Built: 1965, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 26,500 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 45,397 (year 2033), Design Load: HS 20+Mod, Features Intersected: SR 299
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.300, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 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, Underclear: Somewhat better than minimum adequacy, 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, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0135L, Location: 02-SHA-044-L.4-RDG (Lat: 40.586667, Lng: -122.385000), Route carried "on" structure: State highway 44, Year Built: 1965, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 17,800 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 21,117 (year 2033), Design Load: HS 20, Features Intersected: CONTINENTAL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.400, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 27.7m (90.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 6 0135R, Location: 02-SHA-044-L.44-RDG (Lat: 40.586669, Lng: -122.385003), Route carried "on" structure: State highway 44, Year Built: 1965, Year Reconstructed: 2010, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 15,200 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 23,464 (year 2033), Design Load: HS 20, Features Intersected: CONTINENTAL STREET, Facility Carried by Structure: STATE ROUTE 299
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.440, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.4m (50.5ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good, 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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0137G, Location: 02-SHA-273-20-RDG (Lat: 40.628333, Lng: -122.366667), Route carried "on" structure: Ramp State highway 273, Year Built: 1965, Status: Open, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 4,200 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 4,505 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 37.5m (123.0ft), 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: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 10.88m (35.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $1,128,000, Roadway Improvement Cost: $225,000, Total Project Cost: $1,895,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 6 0143L, Location: 02-SHA-005-R18.07-RDG (Lat: 40.622778, Lng: -122.366756), Route carried "on" structure: Interstate 5, Year Built: 1965, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 26,500 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 45,549 (year 2034), Design Load: HS 20, Features Intersected: TWIN VIEW BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.070, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0143R, Location: 02-SHA-005-R18.07-RDG (Lat: 40.622822, Lng: -122.366319), Route carried "on" structure: Interstate 5, Year Built: 1965, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 26,500 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 45,549 (year 2034), Design Load: HS 20, Features Intersected: TWIN VIEW BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.070, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0153L, Location: 02-SHA-044-R1.56-RDG (Lat: 40.577353, Lng: -122.333611), Route carried "on" structure: State highway 44, Year Built: 1968, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 24,250 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 26,000 (year 2027), Design Load: H 20, Features Intersected: CHURN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.560, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 6 0153R, Location: 02-SHA-044-R1.56-RDG (Lat: 40.577214, Lng: -122.333789), Route carried "on" structure: State highway 44, Year Built: 1968, Year Reconstructed: 1985, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 24,250 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 26,000 (year 2027), Design Load: H 20, Features Intersected: CHURN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.560, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: 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, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6 0155, Location: 02-SHA-005-R19.4-RDG (Lat: 40.641642, Lng: -122.365161), Route carried "on" structure: City street Y268, Year Built: 1968, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 3,884 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 3,238 (year 2034), Design Load: HS 20, Features Intersected: ROUTE 5, Facility Carried by Structure: OASIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $634,000, Roadway Improvement Cost: $126,000, Total Project Cost: $1,065,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 6 0166, Location: 02-SHA-044-L.7-RDG (Lat: 40.586667, Lng: -122.381667), Route carried "on" structure: State highway 44, Year Built: 1965, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 37,800 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 64,271 (year 2033), Design Load: HS 20, Features Intersected: A.C.I.D. CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.700, Lanes on structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 2.5m (8.2ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 11

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Structure Number: 6 0167, Location: 02-SHA-005-R17.13-RDG (Lat: 40.609678, Lng: -122.362439), Route carried "on" structure: Interstate 5, Year Built: 1965, Status: Open, Structure Length: 7.70m (25.26ft), Average Daily Traffic: 53,000 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 90,795 (year 2033), Design Load: HS 20+Mod, Features Intersected: BOULDER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.130, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 54.3m (178.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11

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Structure Number: 6 0173, Location: 02-SHA-044-R.34-RDG (Lat: 40.584722, Lng: -122.354167), Route carried "on" structure: State highway 44, Year Built: 1968, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 48,500 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 52,000 (year 2027), Design Load: HS 20+Mod, Features Intersected: WEST BRANCH CHURN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.340, Lanes on structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 39.8m (130.6ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: 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: June 10

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Structure Number: 6 0174, Location: 02-SHA-044-R1.8-RDG (Lat: 40.575278, Lng: -122.330000), Route carried "on" structure: State highway 44, Year Built: 1968, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 48,500 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 52,000 (year 2027), Design Load: HS 20, Features Intersected: CLOVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.800, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.4m (103.0ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 10

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Structure Number: 6 0189, Location: 02-SHA-044-R1.24-RDG (Lat: 40.579444, Lng: -122.338333), Route carried "on" structure: City street Y225, Year Built: 1984, Status: Open, Structure Length: 6.63m (21.75ft), Average Daily Traffic: 9,942 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 12,656 (year 2029), Design Load: HS 20+Mod, Features Intersected: ROUTE 44, Facility Carried by Structure: VICTOR AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), 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: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good, 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: Somewhat better than minimum adequacy, 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: 6 0191, Location: 02-SHA-044-R.38-RDG (Lat: 40.585278, Lng: -122.353056), Route carried "on" structure: City street Y227, Year Built: 1985, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 15,800 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 21,515 (year 2029), Design Load: HS 20+Mod, Features Intersected: ROUTE 44, Facility Carried by Structure: CHURN CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.5m (57.4ft), 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: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory, 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than 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: 6 0206, Location: 02-SHA-044-L1.34-RDG (Lat: 40.586667, Lng: -122.376667), Route carried "on" structure: State highway 44, Year Built: 2010, Status: Open, Structure Length: 23.12m (75.85ft), Average Daily Traffic: 51,000 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 43,000 (year 2028), Design Load: HS 20+Mod, Features Intersected: SACRAMENTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.340, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 64.9m (212.9ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 0.0m, Curb-To-Curb Width: 35.1m (115.2ft), Out-to-Out Width: 40.4m (132.5ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0207, Location: 02-SHA-044-L.85-RDG (Lat: 40.586669, Lng: -122.376669), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 4.68m (15.35ft), Average Daily Traffic: 7,496 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 20,608 (year 2029), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 44, Facility Carried by Structure: AUDITORIUM DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.4m (76.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good, 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: 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: May 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6C0033, Location: 0.7 MI NW/O I-5 (Lat: 40.615278, Lng: -122.388611), Route carried "on" structure: City street Y221, Year Built: 1939, Year Reconstructed: 1967, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 13,986 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 15,505 (year 2029), Design Load: H 15, Features Intersected: UP RR & AMTRAK, Facility Carried by Structure: LAKE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 28.8 metric tons, Inventory Rating: 17.2 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6C0047, Location: 0.2 MI N ATHENS WAY (Lat: 40.575833, Lng: -122.377778), Route carried "on" structure: City street Y244, Year Built: 1962, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 9,300 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 10,617 (year 2028), Design Load: HS 20, Features Intersected: A.C.I.D. CANAL, Facility Carried by Structure: LOCUST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6C0057, Location: 0.2 MI NE OF SR 273 (Lat: 40.615833, Lng: -122.374167), Route carried "on" structure: City street Y263, Year Built: 1936, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,651 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 8,000 (year 2029), Design Load: H 15, Features Intersected: BOULDER CREEK, Facility Carried by Structure: TWIN VIEW BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.4m (27.6ft)

Condition: Channel: Fair, Culverts: Good, Operating Rating: 26.9 metric tons, Inventory Rating: 16.2 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11