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

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Structure Number: FOLS001,  Location: OVER FOLSOM DAM SPILLWAY (Lat: 38.707789,  Lng: -121.155608),  Route carried "on" structure: Federal lands road ,  Year Built: 1952,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 10 (year 2004),  Features Intersected: FOLSOM DAM SPILLWAY,  Facility Carried by Structure: FOLSOM DAM ROAD
Minimum Vertical Clearance: 5.60m (18.37ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Bureau of Reclamation,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: July 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 24 0364S,  Location: 03-SAC-050-19.2-FOL (Lat: 38.641667,  Lng: -121.156667),  Route carried "on" structure: Ramp US 50,  Year Built: 1998,  Status: Open,  Structure Length: 40.92m (134.25ft),  Average Daily Traffic: 6,580 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,270 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: US 50, PRAIRIE CITY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.200,  Lanes on structure: 1,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 54.0m (177.2ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.5m (31.2ft)

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: 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: October 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 24 0365,  Location: 03-SAC-050-19.23-FOL (Lat: 38.641667,  Lng: -121.156667),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 2,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,107 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: US HIGHWAY 50,  Facility Carried by Structure: PRAIRIE CITY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.0m (147.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Poor,  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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 24C0061,  Location: AT WOODMERE DR (Lat: 38.656944,  Lng: -121.181944),  Route carried "on" structure: County highway F070,  Year Built: 1967,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 17,790 (year 1991),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,438 (year 2028),  Design Load: HS 20,  Features Intersected: WILLOW CREEK,  Facility Carried by Structure: FOLSOM BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $354,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $531,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 24C0064,  Location: 0.1 MI SE BLUE RAVINE RD (Lat: 38.668889,  Lng: -121.152778),  Route carried "on" structure: City street F036,  Year Built: 1925,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 3,600 (year 1988),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,149 (year 2028),  Features Intersected: HUMBUG CREEK,  Facility Carried by Structure: EAST BIDWELL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 29.2m (95.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 24C0066,  Location: 0.15 MI SE CREEKSIDE DR (Lat: 38.667778,  Lng: -121.146944),  Route carried "on" structure: City street F036,  Year Built: 1930,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,600 (year 1988),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,149 (year 2028),  Features Intersected: WILLOW CREEK,  Facility Carried by Structure: E BIDWELL 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),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: July 2006

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Structure Number: 24C0067,  Location: 0.2 MI E FOLSOM-AUBURN RD (Lat: 38.681944,  Lng: -121.175833),  Route carried "on" structure: City street F036,  Year Built: 1917,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 15.58m (51.12ft),  Average Daily Traffic: 29,611 (year 1999),  Truck Traffic: 5%,  Average Future Daily Traffic: 64,000 (year 2025),  Design Load: H 15,  Features Intersected: AMERICAN RIVER,  Facility Carried by Structure: GREENBACK LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 13,  Length of Maximum Span: 63.4m (208.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.58m (51.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Bridge Improvement Cost: $1,184,000,  Roadway Improvement Cost: $118,000,  Total Project Cost: $1,776,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 24C0268,  Location: 0.1 MI W AMER RIVER CYN (Lat: 38.681944,  Lng: -121.195833),  Route carried "on" structure: City street ,  Year Built: 1915,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 200 (year 1977),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,045 (year 2028),  Features Intersected: GOLD CREEK,  Facility Carried by Structure: ORANGEVALE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 45.0 metric tons,  Inventory Rating: 28.8 metric tons,  Structural Evaluation: Equal to present minimum criteria,  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: 5.92m (19.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $448,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $672,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 24C0269,  Location: WEST OF RILEY STREET (Lat: 38.676944,  Lng: -121.175833),  Route carried "on" structure: City street ,  Year Built: 1916,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 200 (year 1977),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,045 (year 2028),  Features Intersected: RILEY RAVINE,  Facility Carried by Structure: FIGUEROA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $279,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $419,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 24C027,  Location: 0.1 MI N BLUE RAVINE RD (Lat: 38.656944,  Lng: -121.168889),  Route carried "on" structure: City street F556,  Year Built: 1986,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 1,600 (year 1988),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,522 (year 2028),  Features Intersected: WILLOW CREEK,  Facility Carried by Structure: SIBLEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.6 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: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 24C0384,  Location: 0.6 MI S OF E BIDWELL RD (Lat: 38.660000,  Lng: -121.157778),  Route carried "on" structure: City street F550,  Year Built: 1986,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 1,600 (year 1988),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,617 (year 2028),  Features Intersected: WILLOW CREEK,  Facility Carried by Structure: BLUE RAVINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.6 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 minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 24C0386,  Location: 0.5 MI S. OF BLUE RAVINE (Lat: 38.670000,  Lng: -121.133889),  Route carried "on" structure: City street F549,  Year Built: 1988,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 6,500 (year 1988),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,547 (year 2028),  Design Load: HS 20,  Features Intersected: WILLOW CREEK,  Facility Carried by Structure: OAK AVENUE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.3m (86.3ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 54.1 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: Equal to present desirable 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 48 months,  Inspection Date: July 2006

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Structure Number: 24C0387,  Location: 200' S. OF BLUE RAVINE RD (Lat: 38.675356,  Lng: -121.136639),  Route carried "on" structure: City street F549,  Year Built: 1988,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 6,500 (year 1988),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,547 (year 2028),  Design Load: HS 20,  Features Intersected: HUMBUG CREEK,  Facility Carried by Structure: OAK AVENUE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 58.0 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2006

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Structure Number: 24C0409,  Location: 0.1 MI W FOLSOM BLVD (Lat: 38.653750,  Lng: -121.183528),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 3,500 (year 1991),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,124 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: WILLOW CREEK,  Facility Carried by Structure: BLUE RAVINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Poor,  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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 24 0364S,  Location: 03-SAC-050-19.2-FOL (Lat: 38.641667,  Lng: -121.156667),  Route carried "under" structure: US 50,  Year Built: 1998,  Structure Length: 40.92m (134.25ft),  Average Daily Traffic: 93,000 (year 2000),  Truck Traffic: 5%,  Features Intersected: US 50, PRAIRIE CITY RD
Minimum Vertical Clearance: 1.05m (3.44ft),  Kilometerpoint: 0.192,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 54.0m (177.2ft)

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Structure Number: 24 0364S,  Location: 03-SAC-050-19.2-FOL (Lat: 38.641667,  Lng: -121.156667),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 40.92m (134.25ft),  Average Daily Traffic: 1,500 (year 2000),  Truck Traffic: 1%,  Features Intersected: US 50, PRAIRIE CITY RD,  Facility Carried by Structure: PRAIRIE CITY-E50
Minimum Vertical Clearance: 9.75m (31.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 54.0m (177.2ft)

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Structure Number: 24 0364S,  Location: 03-SAC-050-19.2-FOL (Lat: 38.641667,  Lng: -121.156667),  Route carried "under" structure: Ramp US 50,  Year Built: 1998,  Structure Length: 40.92m (134.25ft),  Average Daily Traffic: 1,500 (year 2000),  Truck Traffic: 1%,  Features Intersected: US 50, PRAIRIE CITY RD
Minimum Vertical Clearance: 6.38m (20.93ft),  Kilometerpoint: 0.192,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 54.0m (177.2ft)

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Structure Number: 24 0365,  Location: 03-SAC-050-19.23-FOL (Lat: 38.641667,  Lng: -121.156667),  Route carried "under" structure: US 50,  Year Built: 1998,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 93,000 (year 2000),  Truck Traffic: 5%,  Features Intersected: US HIGHWAY 50,  Facility Carried by Structure: PRAIRIE CITY ROAD
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 1.923,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.0m (147.6ft)