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

Find on map >>

Structure Number: 41 0033M,  Location: 06-MAD-145-9.38-MAD (Lat: 36.958333,  Lng: -120.060000),  Route carried "on" structure: State highway 145,  Year Reconstructed: 1935,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 8,088 (year 1998),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,408 (year 2025),  Features Intersected: CITY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.380,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  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: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Inspection Date: July 2003

Find on map >>

Structure Number: 41 0047,  Location: 06-MAD-145-9.07-MAD (Lat: 36.951667,  Lng: -120.055000),  Route carried "on" structure: State highway 145,  Year Built: 1958,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 17,300 (year 1995),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,491 (year 2027),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.070,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  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: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 41 0048,  Location: 06-MAD-099-10.76-MAD (Lat: 36.958889,  Lng: -120.062222),  Route carried "on" structure: City street Z770,  Year Built: 1958,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 6,250 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,593 (year 2026),  Design Load: HS 20,  Features Intersected: ROUTE 99,  Facility Carried by Structure: W SIXTH 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: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.8m (55.1ft),  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: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 75.2 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: August 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 41 0049,  Location: 06-MAD-099-10.84-MAD (Lat: 36.960000,  Lng: -120.063056),  Route carried "on" structure: City street Z769,  Year Built: 1958,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 11,100 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,699 (year 2026),  Design Load: HS 20,  Features Intersected: ROUTE 99,  Facility Carried by Structure: WEST YOSEMITE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 99.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2004,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 41 005,  Location: 06-MAD-099-11.01-MAD (Lat: 36.961667,  Lng: -120.066389),  Route carried "on" structure: City street Z768,  Year Built: 1958,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 9,150 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,485 (year 2026),  Design Load: HS 20,  Features Intersected: ROUTE 99,  Facility Carried by Structure: W FOURTH ST
Minimum Vertical Clearance: 4.65m (15.26ft),  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: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.8m (55.1ft),  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: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 75.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 41 0052,  Location: 06-MAD-099-11.65-MAD (Lat: 36.970000,  Lng: -120.071667),  Route carried "on" structure: State highway 99,  Year Built: 1989,  Status: Open,  Structure Length: 12.22m (40.09ft),  Average Daily Traffic: 47,300 (year 1997),  Truck Traffic: 23%,  Average Future Daily Traffic: 58,043 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: FRESNO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.650,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.6m (107.0ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 31.9m (104.7ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 41 0053,  Location: 06-MAD-099-12.13-MAD (Lat: 36.975000,  Lng: -120.076389),  Route carried "on" structure: City street Z764,  Year Built: 1958,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 4,000 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,959 (year 2026),  Design Load: HS 20,  Features Intersected: SR 99,  Facility Carried by Structure: CLEVELAND AVE
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 41 0058,  Location: 06-MAD-099-12.75-MAD (Lat: 36.981667,  Lng: -120.084167),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 4,000 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,286 (year 2029),  Design Load: HS 20,  Features Intersected: ROUTE 99,  Facility Carried by Structure: AVENUE 16
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 41C0009,  Location: SH 145 (Lat: 36.973889,  Lng: -120.043889),  Route carried "on" structure: County highway Z776,  Year Built: 1988,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 6,000 (year 1984),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,932 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: FRESNO RIVER,  Facility Carried by Structure: CLEVELAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.4m (80.1ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 41C004,  Location: N/O CENTRAL AVE (Lat: 36.967778,  Lng: -120.062778),  Route carried "on" structure: City street Z773,  Year Built: 1972,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 5,846 (year 1976),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,547 (year 2028),  Design Load: HS 20,  Features Intersected: FRESNO RIVER,  Facility Carried by Structure: D ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  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: 15.8m (51.8ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.3 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 41C0043,  Location: N/O CENTRAL AVE (Lat: 36.968889,  Lng: -120.067778),  Route carried "on" structure: City street Z772,  Year Built: 1931,  Status: Open,  Structure Length: 15.06m (49.41ft),  Average Daily Traffic: 5,858 (year 1976),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,756 (year 2029),  Design Load: HS 15,  Features Intersected: FRESNO RIVER,  Facility Carried by Structure: NORTH GATEWAY DR
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: January 2008,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 41C0055,  Location: 0.2 MI N/O SR 145 (Lat: 36.968889,  Lng: -120.055833),  Route carried "on" structure: City street Z774,  Year Built: 1968,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 8,330 (year 2000),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,442 (year 2028),  Design Load: HS 20,  Features Intersected: FRESNO RIVER,  Facility Carried by Structure: LAKE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  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: 15.8m (51.8ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.3 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: Febuary 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 41C0181,  Location: 0.4 MI S/O AVE 15.5 (Lat: 36.967778,  Lng: -120.091944),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 1,800 (year 1980),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,349 (year 2029),  Design Load: HS 20,  Features Intersected: FRESNO RIVER,  Facility Carried by Structure: GRANADA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: 41C0199,  Location: 0.5 mi N of Sunset Ave (Lat: 36.968056,  Lng: -120.083333),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 3,400 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,892 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: FRESNO RIVER,  Facility Carried by Structure: SCHNOOR AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.4m (47.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.2m (40.0ft),  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: 19.5m (64.0ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 41 0047,  Location: 06-MAD-145-9.07-MAD (Lat: 36.951667,  Lng: -120.055000),  Route carried "under" structure: State highway 99,  Year Built: 1958,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 43,600 (year 1997),  Truck Traffic: 19%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: SR 145 (MADERA AV)
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 1.027,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

Find on map >>

Structure Number: 41 0048,  Location: 06-MAD-099-10.76-MAD (Lat: 36.958889,  Lng: -120.062222),  Route carried "under" structure: State highway 99,  Year Built: 1958,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 46,500 (year 1997),  Truck Traffic: 22%,  Features Intersected: ROUTE 99,  Facility Carried by Structure: W SIXTH ST
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.076,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.8m (55.1ft)

Find on map >>

Structure Number: 41 0049,  Location: 06-MAD-099-10.84-MAD (Lat: 36.960000,  Lng: -120.063056),  Route carried "under" structure: State highway 99,  Year Built: 1958,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 46,500 (year 1997),  Truck Traffic: 22%,  Features Intersected: ROUTE 99,  Facility Carried by Structure: WEST YOSEMITE AVE
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 1.084,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.7m (67.9ft)

Find on map >>

Structure Number: 41 005,  Location: 06-MAD-099-11.01-MAD (Lat: 36.961667,  Lng: -120.066389),  Route carried "under" structure: State highway 99,  Year Built: 1958,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 46,500 (year 1997),  Truck Traffic: 22%,  Features Intersected: ROUTE 99,  Facility Carried by Structure: W FOURTH ST
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 1.101,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.8m (55.1ft)

Find on map >>

Structure Number: 41 0051,  Location: 06-MAD-099-11.09-MAD (Lat: 36.962500,  Lng: -120.066111),  Route carried "under" structure: State highway 99,  Year Built: 1958,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 46,500 (year 1997),  Truck Traffic: 23%,  Features Intersected: UP RR SPUR
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 1.109,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 16.8m (55.1ft)

Find on map >>

Structure Number: 41 0053,  Location: 06-MAD-099-12.13-MAD (Lat: 36.975000,  Lng: -120.076389),  Route carried "under" structure: State highway 99,  Year Built: 1958,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 46,500 (year 1997),  Truck Traffic: 23%,  Features Intersected: SR 99,  Facility Carried by Structure: CLEVELAND AVE
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 1.213,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.5m (77.1ft)

Find on map >>

Structure Number: 41 0058,  Location: 06-MAD-099-12.75-MAD (Lat: 36.981667,  Lng: -120.084167),  Route carried "under" structure: State highway 99,  Year Built: 1958,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 46,500 (year 1997),  Truck Traffic: 23%,  Features Intersected: ROUTE 99,  Facility Carried by Structure: AVENUE 16
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 1.275,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.6m (97.1ft)