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

Find on map >>

Structure Number: 46 0097,  Location: 06-TUL-063-4.66-VIS (Lat: 36.278333,  Lng: -119.313333),  Route carried "on" structure: State highway 63,  Year Built: 1968,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 21,200 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 51,479 (year 2028),  Design Load: HS 20,  Features Intersected: CAMERON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.660,  Lanes on structure: 4,  Base Highway Network: Yes (,  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: 3,  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: 19.5m (64.0ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 48.0 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: Better than present minimum criteria,  Deck Geometry: 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: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 46 0098,  Location: 06-TUL-063-5.76-VIS (Lat: 36.295000,  Lng: -119.313333),  Route carried "on" structure: State highway 63,  Year Built: 1917,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 20,500 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,312 (year 2028),  Features Intersected: PACKWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.760,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 46 02,  Location: 06-TUL-198-R10.73-VIS (Lat: 36.326667,  Lng: -119.278333),  Route carried "on" structure: City street Z057,  Year Built: 1964,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 13,300 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,810 (year 2027),  Design Load: HS 20,  Features Intersected: ROUTE 198,  Facility Carried by Structure: BEN MADDOX WAY
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: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 46 0202,  Location: 06-TUL-198-R9.23-VIS (Lat: 36.326667,  Lng: -119.305000),  Route carried "on" structure: City street Z050,  Year Built: 1964,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 6,800 (year 1998),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,715 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR 198,  Facility Carried by Structure: S GIDDINGS ST
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: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Febuary 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 46 0203,  Location: 06-TUL-198-R10.47-VIS (Lat: 36.326667,  Lng: -119.281667),  Route carried "on" structure: City street Z056,  Year Built: 1964,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 4,500 (year 1998),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,097 (year 2027),  Design Load: HS 20,  Features Intersected: SR 198,  Facility Carried by Structure: BURKE 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: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: Febuary 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 46 0204,  Location: 06-TUL-198-R9.74-VIS (Lat: 36.326667,  Lng: -119.295000),  Route carried "on" structure: City street Z052,  Year Built: 1964,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 8,300 (year 1998),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,715 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR 198,  Facility Carried by Structure: WATSON-WEST ST
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: 15.8m (51.8ft),  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: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 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: Febuary 2005,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 46 0205F,  Location: 06-TUL-063-7.98-VIS (Lat: 36.326667,  Lng: -119.291667),  Route carried "on" structure: Ramp State highway 63,  Year Built: 1964,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 13,800 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,820 (year 2028),  Design Load: HS 20,  Features Intersected: ROUTE 198
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.980,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  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: 15.8m (51.8ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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,  Length Of Structure Improvement: 5.61m (18.41ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $1,353,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $2,030,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 46 0206G,  Location: 06-TUL-063-7.96-VIS (Lat: 36.326667,  Lng: -119.293333),  Route carried "on" structure: Ramp State highway 63,  Year Built: 1964,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 13,800 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,820 (year 2028),  Design Load: HS 20,  Features Intersected: STATE ROUTE 198
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.960,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  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: 15.8m (51.8ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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,  Length Of Structure Improvement: 5.61m (18.41ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $1,353,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $2,030,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 46 0208,  Location: 06-TUL-198-R10.15-VIS (Lat: 36.326667,  Lng: -119.288333),  Route carried "on" structure: City street Z055,  Year Built: 1964,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 5,900 (year 1998),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,097 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR 198,  Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: Febuary 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 46 0209,  Location: 06-TUL-198-R9.43-VIS (Lat: 36.326667,  Lng: -119.300000),  Route carried "on" structure: City street Z051,  Year Built: 1964,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 5,200 (year 1998),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,715 (year 2027),  Design Load: HS 20,  Features Intersected: SR 198,  Facility Carried by Structure: CONYER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 46 0214,  Location: 06-TUL-198-R8.51-VIS (Lat: 36.326667,  Lng: -119.318333),  Route carried "on" structure: City street Z047,  Year Built: 1965,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 4,500 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,382 (year 2027),  Features Intersected: ROUTE 198,  Facility Carried by Structure: WOODLAND DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 46 0215E,  Location: 06-TUL-063-7.96-VIS (Lat: 36.326667,  Lng: -119.313333),  Route carried "on" structure: Ramp State highway 63,  Year Built: 1965,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 22,300 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,187 (year 2028),  Design Load: HS 20,  Features Intersected: ROUTE 198
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.960,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  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: 23.8m (78.1ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 46 0216,  Location: 06-TUL-198-R11.73-VIS (Lat: 36.326667,  Lng: -119.260000),  Route carried "on" structure: State highway 198,  Year Built: 1966,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 27,300 (year 1997),  Truck Traffic: 8%,  Average Future Daily Traffic: 44,232 (year 2027),  Design Load: HS 20,  Features Intersected: LOVERS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.730,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 20 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: 33.5m (109.9ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 46 0237,  Location: 06-TUL-198-R4.80-VIS (Lat: 36.328333,  Lng: -119.390000),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 7,900 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,547 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SR 198,  Facility Carried by Structure: ROAD 80
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: 15.5m (50.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Poor,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 46C0017,  Location: 0.8 MI N OF SR 216 (Lat: 36.352778,  Lng: -119.278889),  Route carried "on" structure: County highway Z057,  Year Built: 1947,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 1,270 (year 1971),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,619 (year 2029),  Design Load: HS 20,  Features Intersected: ST JOHNS RIVER,  Facility Carried by Structure: ROAD 132 (B MADUX)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 46C0031,  Location: 0.45 MI N AVE 288 (Lat: 36.318889,  Lng: -119.251944),  Route carried "on" structure: County highway ,  Year Built: 1958,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,250 (year 1982),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,164 (year 2029),  Features Intersected: PACKWOOD CREEK,  Facility Carried by Structure: RD 144 (MCAULIFF)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 46C0134,  Location: 0.3 MI NORTH OF AVE 288 (Lat: 36.315833,  Lng: -119.260833),  Route carried "on" structure: County highway Z059,  Year Built: 1970,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,525 (year 1971),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,152 (year 2029),  Design Load: HS 20,  Features Intersected: PACKWOOD CREEK,  Facility Carried by Structure: ROAD 140
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: January 2008,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 46C0143,  Location: AVENUE 280 (Lat: 36.297778,  Lng: -119.260833),  Route carried "on" structure: County highway Z059,  Year Built: 1970,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 980 (year 1971),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,541 (year 2028),  Design Load: H 20,  Features Intersected: CAMERON CREEK,  Facility Carried by Structure: ROAD 140
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 46C0174,  Location: 0.12 MI N OF AVE 280 (Lat: 36.300000,  Lng: -119.295833),  Route carried "on" structure: City street Z052,  Year Built: 1980,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,400 (year 1977),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,567 (year 2028),  Features Intersected: PACKWOOD CREEK,  Facility Carried by Structure: WEST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Channel: Good,  Culverts: 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 46C0175,  Location: 1.1 MI W OF RD 140 (Lat: 36.313889,  Lng: -119.273889),  Route carried "on" structure: City street Z071,  Year Built: 1970,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 7,400 (year 1977),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,244 (year 2029),  Design Load: HS 20,  Features Intersected: PACKWOOD CREEK,  Facility Carried by Structure: WALNUT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $171,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $257,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 46C0356,  Location: 0.4 MI SE OF AVE 304 (Lat: 36.335833,  Lng: -119.410000),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 100 (year 1978),  Average Future Daily Traffic: 95 (year 2028),  Design Load: HS 20,  Features Intersected: MILL CREEK DITCH,  Facility Carried by Structure: ROAD D76 (CAMP DR)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 46C0357,  Location: 0.25 MI N OF SR 198 (Lat: 36.330833,  Lng: -119.345000),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 575 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,045 (year 2028),  Features Intersected: MILL CREEK,  Facility Carried by Structure: CHRENSHAW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Channel: Good,  Culverts: Very 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: 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: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 46C0397,  Location: 0.5 MI N OF SR 216 (Lat: 36.348333,  Lng: -119.251944),  Route carried "on" structure: County highway Z081,  Year Built: 1951,  Status: Open,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 2,275 (year 1978),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,092 (year 2029),  Features Intersected: ST JOHNS RIVER,  Facility Carried by Structure: ROAD 144(MCAULIFF)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.0 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: 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: 12.04m (39.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $1,228,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $1,842,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 46C041,  Location: 0.5 MI EAST OF 63 (Lat: 36.279444,  Lng: -119.306667),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 70 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 257 (year 2029),  Features Intersected: CAMERON CREEK,  Facility Carried by Structure: MOONEY GROVE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 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,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $130,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $196,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 46C0411,  Location: RD 136 @ WALNUT AVE (288) (Lat: 36.311944,  Lng: -119.270000),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 875 (year 1978),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,676 (year 2029),  Features Intersected: PACKWOOD CREEK,  Facility Carried by Structure: RD 136 (PINKHAM)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 46C0415,  Location: 0.1 MI NORTH SR 198 (Lat: 36.328611,  Lng: -119.331667),  Route carried "on" structure: City street Z045,  Year Built: 1980,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 8,200 (year 1982),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,759 (year 2029),  Features Intersected: MILL CREEK,  Facility Carried by Structure: DEMAREE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  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: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Channel: Good,  Culverts: 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 46C0427,  Location: 0.15 MI N OF K RD (Lat: 36.310000,  Lng: -119.286944),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 4,500 (year 1982),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,308 (year 2028),  Features Intersected: PACKWOOD CREEK,  Facility Carried by Structure: SANTA FE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Channel: Very good,  Culverts: 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: 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: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 46C0428,  Location: GREEN OAKS AVE (Lat: 36.304444,  Lng: -119.291944),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 4,600 (year 1982),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,308 (year 2028),  Features Intersected: PACKWOOD CREEK,  Facility Carried by Structure: COURT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 46C0435,  Location: 0.1 MI NE SR 198 (Lat: 36.327778,  Lng: -119.325000),  Route carried "on" structure: City street Z066,  Year Built: 1940,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 7,500 (year 1984),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,244 (year 2029),  Features Intersected: MILL CREEK,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 26.3 metric tons,  Inventory Rating: 16.3 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 46C0439,  Location: 0.15 MI N OF SR 198 (Lat: 36.330000,  Lng: -119.340833),  Route carried "on" structure: County highway Z044,  Year Built: 1953,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 500 (year 1988),  Truck Traffic: 2%,  Average Future Daily Traffic: 629 (year 2029),  Design Load: H 15,  Features Intersected: MILL CREEK,  Facility Carried by Structure: LINWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 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: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 46C044,  Location: 0.08 MI N OF SR 198 (Lat: 36.327778,  Lng: -119.335833),  Route carried "on" structure: County highway Z079,  Year Built: 1959,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,000 (year 1988),  Truck Traffic: 5%,  Average Future Daily Traffic: 629 (year 2029),  Design Load: H 15,  Features Intersected: MILL CREEK,  Facility Carried by Structure: CHINOWTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 46 02,  Location: 06-TUL-198-R10.73-VIS (Lat: 36.326667,  Lng: -119.278333),  Route carried "under" structure: State highway 198,  Year Built: 1964,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 42,600 (year 1997),  Truck Traffic: 8%,  Features Intersected: ROUTE 198,  Facility Carried by Structure: BEN MADDOX WAY
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 1.073,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.0m (68.9ft)

Find on map >>

Structure Number: 46 0201,  Location: 06-TUL-198-R10.72-VIS (Lat: 36.326667,  Lng: -119.278333),  Route carried "under" structure: State highway 198,  Year Built: 1963,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 42,600 (year 1997),  Truck Traffic: 8%,  Features Intersected: SJVR
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.072,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.7m (67.9ft)

Find on map >>

Structure Number: 46 0202,  Location: 06-TUL-198-R9.23-VIS (Lat: 36.326667,  Lng: -119.305000),  Route carried "under" structure: State highway 198,  Year Built: 1964,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 41,900 (year 1997),  Truck Traffic: 8%,  Features Intersected: SR 198,  Facility Carried by Structure: S GIDDINGS ST
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.923,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.0m (59.1ft)

Find on map >>

Structure Number: 46 0203,  Location: 06-TUL-198-R10.47-VIS (Lat: 36.326667,  Lng: -119.281667),  Route carried "under" structure: State highway 198,  Year Built: 1964,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 42,600 (year 1997),  Truck Traffic: 8%,  Features Intersected: SR 198,  Facility Carried by Structure: BURKE ST
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 1.047,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.0m (59.1ft)

Find on map >>

Structure Number: 46 0204,  Location: 06-TUL-198-R9.74-VIS (Lat: 36.326667,  Lng: -119.295000),  Route carried "under" structure: State highway 198,  Year Built: 1964,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 41,900 (year 1997),  Truck Traffic: 8%,  Features Intersected: SR 198,  Facility Carried by Structure: WATSON-WEST ST
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.974,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.8m (65.0ft)

Find on map >>

Structure Number: 46 0205F,  Location: 06-TUL-063-7.98-VIS (Lat: 36.326667,  Lng: -119.291667),  Route carried "under" structure: State highway 198,  Year Built: 1964,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 44,500 (year 1998),  Truck Traffic: 2%,  Features Intersected: ROUTE 198
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.099,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.0m (59.1ft)

Find on map >>

Structure Number: 46 0206G,  Location: 06-TUL-063-7.96-VIS (Lat: 36.326667,  Lng: -119.293333),  Route carried "under" structure: State highway 198,  Year Built: 1964,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 44,500 (year 1998),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 198
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.997,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.0m (59.1ft)

Find on map >>

Structure Number: 46 0207,  Location: 06-TUL-198-R10.22-VIS (Lat: 36.326667,  Lng: -119.286667),  Route carried "under" structure: State highway 198,  Year Built: 1964,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 42,600 (year 1997),  Truck Traffic: 8%,  Features Intersected: SR 198,  Facility Carried by Structure: SJVR
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.022,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 25.6m (84.0ft)

Find on map >>

Structure Number: 46 0208,  Location: 06-TUL-198-R10.15-VIS (Lat: 36.326667,  Lng: -119.288333),  Route carried "under" structure: State highway 198,  Year Built: 1964,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 41,900 (year 1997),  Truck Traffic: 8%,  Features Intersected: SR 198,  Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 1.015,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.3m (73.2ft)

Find on map >>

Structure Number: 46 0209,  Location: 06-TUL-198-R9.43-VIS (Lat: 36.326667,  Lng: -119.300000),  Route carried "under" structure: State highway 198,  Year Built: 1964,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 41,900 (year 1997),  Truck Traffic: 8%,  Features Intersected: SR 198,  Facility Carried by Structure: CONYER ST
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.943,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.2m (76.1ft)

Find on map >>

Structure Number: 46 0214,  Location: 06-TUL-198-R8.51-VIS (Lat: 36.326667,  Lng: -119.318333),  Route carried "under" structure: State highway 198,  Year Built: 1965,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 41,900 (year 1997),  Truck Traffic: 8%,  Features Intersected: ROUTE 198,  Facility Carried by Structure: WOODLAND DR
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.851,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

Find on map >>

Structure Number: 46 0215E,  Location: 06-TUL-063-7.96-VIS (Lat: 36.326667,  Lng: -119.313333),  Route carried "under" structure: State highway 198,  Year Built: 1965,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 42,500 (year 1998),  Truck Traffic: 2%,  Features Intersected: ROUTE 198
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.875,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.0m (59.1ft)

Find on map >>

Structure Number: 46 0216,  Location: 06-TUL-198-R11.73-VIS (Lat: 36.326667,  Lng: -119.260000),  Route carried "under" structure: City street Z059,  Year Built: 1966,  Structure Length: 4.54m (14.90ft),  Features Intersected: LOVERS LANE,  Facility Carried by Structure: ROUTE 198
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

Find on map >>

Structure Number: 46 0237,  Location: 06-TUL-198-R4.80-VIS (Lat: 36.328333,  Lng: -119.390000),  Route carried "under" structure: State highway 198,  Year Built: 1978,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 29,100 (year 1997),  Truck Traffic: 8%,  Features Intersected: SR 198,  Facility Carried by Structure: ROAD 80
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.2m (108.9ft)