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


  • National Bridge Inventory (NBI) Statistics
  • 14Number of bridges
  • 308ft / 94mTotal length
  • $777,000Total costs
  • 369,266Total average daily traffic
  • 54,375Total average daily truck traffic
  • 223,271Total future (year 2035) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Salida
  • No street view available for this location

New bridges in Salida, CA - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 11910-1919
  • 61920-1929
  • 11930-1939
  • 11940-1949
  • 21970-1979
  • 22010-2018
Reconstructed bridges in Salida, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11920-1929
  • 01930-1939
  • 01940-1949
  • 11950-1959
  • 31960-1969
  • 11970-1979
  • 01980-1989
  • 11990-1999
Average Bridge Daily Traffic in Salida, CA
Average Bridge Truck Traffic in Salida, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 16.7%Very good
  • 41.7%Good
  • 41.7%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 8.3%Very good
  • 66.7%Good
  • 8.3%Satisfactory
  • 16.7%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 16.7%Very good
  • 25.0%Good
  • 58.3%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 20.0%Excellent
  • 70.0%Very good
  • 10.0%Good
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Structure Number: 29 0013L,  Location: 10-SJ-099-0.00 (Lat: 37.730006,  Lng: -121.109603),  Route carried "on" structure: State highway 99,  Year Built: 1903,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 37.18m (121.98ft),  Average Daily Traffic: 53,500 (year 2009),  Truck Traffic: 20%,  Average Future Daily Traffic: 75,744 (year 2034),  Design Load: H 15,  Features Intersected: STANISLAUS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 2.0m (6.6ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 23,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: October 2016,  Other Special Inspection Date: Febuary 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 29 0013R,  Location: 10-SJ-099-0.00 (Lat: 37.730058,  Lng: -121.109383),  Route carried "on" structure: State highway 99,  Year Built: 1948,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 39.41m (129.30ft),  Average Daily Traffic: 53,500 (year 2009),  Truck Traffic: 20%,  Average Future Daily Traffic: 75,744 (year 2034),  Design Load: HS 20,  Features Intersected: STANISLAUS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 2.0m (6.6ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 25,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Critical Feature Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 38 014,  Location: 10-STA-099-R24.27 (Lat: 37.725700,  Lng: -121.103606),  Route carried "under" structure: State highway 99,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 110,000 (year 2009),  Truck Traffic: 14%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: HAMMETT RD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 2.427,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 38 0158Y,  Location: 10-STA-099-R24.30 (Lat: 37.724869,  Lng: -121.104344),  Route carried "on" structure: State highway 99,  Year Built: 1970,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 2,000 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,679 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: UP RR,  Facility Carried by Structure: HAMMETT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.243,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2015,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 38 0163,  Location: 10-STA-219-0.30 (Lat: 37.708833,  Lng: -121.081250),  Route carried "on" structure: State highway 219,  Year Built: 2016,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 14,500 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 39,200 (year 2034),  Design Load: HL 93,  Features Intersected: ROUTE 99
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.003,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 354.0m (1,161.4ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 42.1m (138.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 38 0163,  Location: 10-STA-219-0.30 (Lat: 37.708833,  Lng: -121.081250),  Route carried "under" structure: State highway 99,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 109,000 (year 2009),  Truck Traffic: 14%,  Features Intersected: ROUTE 99,  Facility Carried by Structure: ROUTE 219
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 2.255,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 38C0068,  Location: 0.4 MI S/O BROADWAY (Lat: 37.702961,  Lng: -121.077164),  Route carried "on" structure: County highway ,  Year Built: 1938,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 9,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,202 (year 2035),  Design Load: H 15,  Features Intersected: M.I.D. LATERAL #6,  Facility Carried by Structure: SALIDA BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 2.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.70m (44.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $310,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $521,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38C0069,  Location: 0.4 MI S/O BROADWAY (Lat: 37.702917,  Lng: -121.077350),  Route carried "on" structure: County highway ,  Year Built: 1912,  Year Reconstructed: 1927,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 9,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,000 (year 2035),  Features Intersected: M.I.D. LATERAL #6,  Facility Carried by Structure: SALIDA BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.4m (1.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.10m (29.86ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2015,  Bridge Improvement Cost: $96,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $161,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38C0108,  Location: 0.3 MI N MURPHY/BACON RD (Lat: 37.700556,  Lng: -121.086650),  Route carried "on" structure: County highway ,  Year Built: 1922,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,970 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 834 (year 2035),  Features Intersected: M.I.D. LATERAL #6,  Facility Carried by Structure: FINNEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 33.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38C0197,  Location: 0.3 MI N/O CICCARELLI RD (Lat: 37.721411,  Lng: -121.105050),  Route carried "on" structure: County highway ,  Year Built: 1920,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 700 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 774 (year 2035),  Features Intersected: M.I.D. LATERAL #8,  Facility Carried by Structure: HAMMET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 26.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  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: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38C0226,  Location: 0.4 MI W/O TOOMES RD (Lat: 37.703525,  Lng: -121.103289),  Route carried "on" structure: County highway ,  Year Built: 1925,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,200 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,244 (year 2035),  Features Intersected: M.I.D. LATERAL #6,  Facility Carried by Structure: COVERT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 3.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38C0304,  Location: 0.4 W/O DAKOTA RD (Lat: 37.681686,  Lng: -121.075703),  Route carried "on" structure: County highway ,  Year Built: 1925,  Year Reconstructed: 1950,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,700 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,207 (year 2035),  Features Intersected: M.I.D. LATERAL #7,  Facility Carried by Structure: BECKWITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38C0308,  Location: 0.4 MI N/O COVERT RD (Lat: 37.708761,  Lng: -121.114031),  Route carried "on" structure: County highway ,  Year Built: 1925,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 196 (year 2011),  Truck Traffic: 14%,  Average Future Daily Traffic: 361 (year 2035),  Features Intersected: M.I.D. LATERAL #6,  Facility Carried by Structure: WILLIAMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 59.0m (193.6ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 26.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.50m (27.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Bridge Improvement Cost: $57,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $95,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38C0322,  Location: 0.05 MI N COVERT RD (Lat: 37.704197,  Lng: -121.104783),  Route carried "on" structure: County highway ,  Year Built: 1925,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,282 (year 2035),  Features Intersected: M.I.D. LATERAL #6,  Facility Carried by Structure: HAMMETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.4m (1.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 1.0m (3.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 24.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  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: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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