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

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Structure Number: 24 0030L,  Location: 03-SAC-099-.13-GAL (Lat: 38.246667,  Lng: -121.286667),  Route carried "on" structure: State highway 99,  Year Built: 1938,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 29,000 (year 2000),  Truck Traffic: 18%,  Average Future Daily Traffic: 46,884 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: NORTH CHANNEL DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.130,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 24 0030R,  Location: 03-SAC-099-.13-GAL (Lat: 38.246667,  Lng: -121.286667),  Route carried "on" structure: State highway 99,  Year Built: 1955,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 29,000 (year 2000),  Truck Traffic: 18%,  Average Future Daily Traffic: 46,884 (year 2029),  Design Load: HS 20,  Features Intersected: NORTH CHANNEL DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.130,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 24 0138,  Location: 03-SAC-099-1.57-GAL (Lat: 38.265000,  Lng: -121.298333),  Route carried "on" structure: City street F101,  Year Built: 1958,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 1,400 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,152 (year 2029),  Design Load: HS 20,  Features Intersected: ROUTE 99,  Facility Carried by Structure: SIMMERHORN ROAD
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: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 24 0139,  Location: 03-SAC-099-1.62-GAL (Lat: 38.265000,  Lng: -121.298333),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,700 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,152 (year 2029),  Design Load: HS 20,  Features Intersected: ROUTE 99,  Facility Carried by Structure: AMADOR AVE
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: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 24 014,  Location: 03-SAC-099-.79-GAL (Lat: 38.255000,  Lng: -121.293333),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 8,500 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,365 (year 2029),  Design Load: HS 20,  Features Intersected: ROUTE 99,  Facility Carried by Structure: C ST
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: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.33m (17.49ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $787,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $1,180,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 24C0433,  Location: 0.5 MI S TWIN CITIES RD (Lat: 38.282778,  Lng: -121.282778),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 6,560 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,958 (year 2028),  Design Load: H 15,  Features Intersected: DEADMAN GULCH,  Facility Carried by Structure: MARENGO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 6.7m (22.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $166,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $249,000

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Structure Number: 24 006,  Location: 03-SAC-099-1.61-GAL (Lat: 38.265000,  Lng: -121.298333),  Route carried "under" structure: State highway 99,  Year Built: 1958,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 58,000 (year 2000),  Truck Traffic: 18%,  Features Intersected: UP RR SPUR
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 0.161,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 24 0138,  Location: 03-SAC-099-1.57-GAL (Lat: 38.265000,  Lng: -121.298333),  Route carried "under" structure: State highway 99,  Year Built: 1958,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 58,000 (year 2000),  Truck Traffic: 18%,  Features Intersected: ROUTE 99,  Facility Carried by Structure: SIMMERHORN ROAD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.157,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 24 0139,  Location: 03-SAC-099-1.62-GAL (Lat: 38.265000,  Lng: -121.298333),  Route carried "under" structure: State highway 99,  Year Built: 1958,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 58,000 (year 2000),  Truck Traffic: 18%,  Features Intersected: ROUTE 99,  Facility Carried by Structure: AMADOR AVE
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.162,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 24 014,  Location: 03-SAC-099-.79-GAL (Lat: 38.255000,  Lng: -121.293333),  Route carried "under" structure: State highway 99,  Year Built: 1958,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 58,000 (year 2000),  Truck Traffic: 18%,  Features Intersected: ROUTE 99,  Facility Carried by Structure: C ST
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 0.079,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.0m (59.1ft)