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

Find on map >>   Show street view

Structure Number: 39 0240R,  Location: 10-MER-099-1.60 (Lat: 37.170072,  Lng: -120.309294),  Route carried "on" structure: State highway 99,  Year Built: 2015,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 19,500 (year 2009),  Average Future Daily Traffic: 27,903 (year 2038),  Design Load: Greater than HL93,  Features Intersected: SOUTH DUTCHMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.600,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 39C0413,  Location: 0.4 MI N OF CROSS RD (Lat: 37.169767,  Lng: -120.311517),  Route carried "on" structure: County highway ,  Year Built: 1940,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 5,000 (year 2014),  Average Future Daily Traffic: 6,121 (year 2042),  Design Load: HS 20,  Features Intersected: SOUTH DUTCHMAN CREEK,  Facility Carried by Structure: SOUTH VISTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.8m (15.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 41 0001,  Location: 06-MAD-099-29.33 (Lat: 37.152433,  Lng: -120.290281),  Route carried "on" structure: State highway 99,  Year Built: 1995,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 37,500 (year 2009),  Truck Traffic: 27%,  Average Future Daily Traffic: 68,155 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: CHOWCHILLA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.330,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 29.1m (95.5ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41 0009L,  Location: 06-MAD-152-12.37 (Lat: 37.083678,  Lng: -120.269175),  Route carried "on" structure: State highway 152,  Year Built: 1968,  Status: Open,  Structure Length: 11.06m (36.29ft),  Average Daily Traffic: 15,000 (year 2009),  Truck Traffic: 25%,  Average Future Daily Traffic: 18,548 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BERENDA SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.370,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 41 0009R,  Location: 06-MAD-152-12.37 (Lat: 37.083528,  Lng: -120.269372),  Route carried "on" structure: State highway 152,  Year Built: 2000,  Status: Open,  Structure Length: 11.36m (37.27ft),  Average Daily Traffic: 15,000 (year 2009),  Truck Traffic: 25%,  Average Future Daily Traffic: 13,096 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BERENDA SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.370,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.06m (36.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41 0044L,  Location: 06-MAD-099-24.78 (Lat: 37.108783,  Lng: -120.228836),  Route carried "on" structure: State highway 99,  Year Built: 1957,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 11.98m (39.30ft),  Average Daily Traffic: 19,250 (year 2009),  Truck Traffic: 27%,  Average Future Daily Traffic: 34,345 (year 2043),  Design Load: HS 20,  Features Intersected: BERENDA SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.780,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.98m (39.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,557,000,  Roadway Improvement Cost: $311,000,  Total Project Cost: $2,615,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41 0044R,  Location: 06-MAD-099-24.78 (Lat: 37.108933,  Lng: -120.228661),  Route carried "on" structure: State highway 99,  Year Built: 1957,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 11.98m (39.30ft),  Average Daily Traffic: 19,250 (year 2009),  Truck Traffic: 27%,  Average Future Daily Traffic: 34,345 (year 2043),  Design Load: HS 20,  Features Intersected: BERENDA SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.780,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41 0045L,  Location: 06-MAD-099-26.80 (Lat: 37.128986,  Lng: -120.255456),  Route carried "on" structure: State highway 99,  Year Built: 1957,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 12.89m (42.29ft),  Average Daily Traffic: 19,250 (year 2009),  Truck Traffic: 27%,  Average Future Daily Traffic: 34,345 (year 2043),  Design Load: HS 20,  Features Intersected: ASH SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.800,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41 0045R,  Location: 06-MAD-099-26.80 (Lat: 37.129142,  Lng: -120.255289),  Route carried "on" structure: State highway 99,  Year Built: 1957,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 12.89m (42.29ft),  Average Daily Traffic: 19,250 (year 2009),  Truck Traffic: 27%,  Average Future Daily Traffic: 34,345 (year 2043),  Design Load: HS 20,  Features Intersected: ASH SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.800,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41 0055E,  Location: 06-MAD-233-3.87 (Lat: 37.126814,  Lng: -120.252556),  Route carried "on" structure: Ramp State highway 233,  Year Built: 1957,  Status: Open,  Structure Length: 4.52m (14.83ft),  Average Daily Traffic: 11,000 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,876 (year 2041),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.870,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 41 0057,  Location: 06-MAD-099-28.17 (Lat: 37.141369,  Lng: -120.274336),  Route carried "on" structure: County highway W350,  Year Built: 1957,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 1,620 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,287 (year 2036),  Design Load: HS 20,  Features Intersected: SR 99,  Facility Carried by Structure: CO RD 15 \ MINTURN
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: 9.8m (32.2ft),  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: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41 0059E,  Location: 06-MAD-233-0.01 (Lat: 37.083167,  Lng: -120.297600),  Route carried "on" structure: Ramp State highway 233,  Year Built: 1968,  Status: Open,  Structure Length: 8.16m (26.77ft),  Average Daily Traffic: 4,100 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,263 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 152
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 41C0012,  Location: 0.2 MI N/W OF AVE 27 (Lat: 37.143267,  Lng: -120.161967),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 259 (year 1979),  Truck Traffic: 7%,  Average Future Daily Traffic: 655 (year 2041),  Design Load: HS 20,  Features Intersected: BERENDA SLOUGH,  Facility Carried by Structure: SANTA FE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.55m (18.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $519,000,  Roadway Improvement Cost: $238,000,  Total Project Cost: $2,005,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41C0032,  Location: 0.5 MI W RD 13 (Lat: 37.113806,  Lng: -120.320822),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 950 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,532 (year 2042),  Design Load: HS 20,  Features Intersected: ASH SLOUGH,  Facility Carried by Structure: AVE 25
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 6.7m (22.0ft),  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: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Critical,  Channel: Fair,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.49m (34.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,088,000,  Roadway Improvement Cost: $417,000,  Total Project Cost: $3,508,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 41C0033,  Location: 0.6 MI N OF AVE 23 (Lat: 37.099775,  Lng: -120.256714),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 1,560 (year 1979),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,265 (year 2042),  Design Load: HS 20,  Features Intersected: BERENDA SLOUGH,  Facility Carried by Structure: ROAD 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 33.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41C0034,  Location: 0.8 MI N AVE 26 (Lat: 37.137922,  Lng: -120.202075),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 142 (year 1979),  Truck Traffic: 10%,  Average Future Daily Traffic: 273 (year 2042),  Design Load: HS 20,  Features Intersected: ASH SLOUGH,  Facility Carried by Structure: ROAD 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41C0035,  Location: 0.7 MI N OF AVE 28 (Lat: 37.164483,  Lng: -120.174806),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 259 (year 1979),  Truck Traffic: 5%,  Average Future Daily Traffic: 764 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CHOWCHILLA RIVER,  Facility Carried by Structure: SANTA FE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 41C0036,  Location: 0.36 MI N OF AVE 27 (Lat: 37.146256,  Lng: -120.163897),  Route carried "on" structure: County highway ,  Year Built: 1956,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 259 (year 1979),  Truck Traffic: 8%,  Average Future Daily Traffic: 764 (year 2041),  Design Load: HS 20,  Features Intersected: ASH SLOUGH,  Facility Carried by Structure: SANTA FE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.31m (40.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,002,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,683,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41C0041,  Location: 0.2 MI NW AVE 24 1/2 (Lat: 37.105872,  Lng: -120.233567),  Route carried "on" structure: County highway ,  Year Built: 1931,  Status: Open,  Structure Length: 14.60m (47.90ft),  Average Daily Traffic: 1,446 (year 1979),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,896 (year 2042),  Features Intersected: BERENDA SLOUGH,  Facility Carried by Structure: CHOWCHILLA BLVD
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),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 8.1m (26.6ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.60m (47.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,875,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 41C0042,  Location: 0.2 MI N ROBERTSON BLVD (Lat: 37.126922,  Lng: -120.259236),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 1,900 (year 1983),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,608 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ASH SLOUGH,  Facility Carried by Structure: CHOWCHILLA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 8.6m (28.2ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41C0066,  Location: SOUTH MERCED COUNTY LINE (Lat: 37.151853,  Lng: -120.274328),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 1,051 (year 1976),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,362 (year 2041),  Design Load: HS 20,  Features Intersected: CHOWCHILLA RIVER,  Facility Carried by Structure: ROAD 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41C0085,  Location: 0.5 MI EAST OF RD 23 (Lat: 37.148453,  Lng: -120.120603),  Route carried "on" structure: County highway ,  Year Built: 1948,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 25 (year 1979),  Average Future Daily Traffic: 83 (year 2042),  Features Intersected: MADERA CANAL,  Facility Carried by Structure: AVENUE 27 1/2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 35.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 41C0097,  Location: 0.6 MI E OF RD 11 (Lat: 37.127181,  Lng: -120.335464),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 225 (year 1980),  Truck Traffic: 10%,  Average Future Daily Traffic: 306 (year 2042),  Features Intersected: CHOWCHILLA RIVER,  Facility Carried by Structure: AVENUE 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 32.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41C0104,  Location: 0.3 MI S OF AVE 21 (Lat: 37.050000,  Lng: -120.292481),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 224 (year 1980),  Truck Traffic: 10%,  Average Future Daily Traffic: 327 (year 2042),  Design Load: HS 20,  Features Intersected: BERENDA SLOUGH,  Facility Carried by Structure: ROAD 14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41C0105,  Location: 0.55 MI E OF RD 14 (Lat: 37.054453,  Lng: -120.284661),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 128 (year 1979),  Truck Traffic: 10%,  Average Future Daily Traffic: 173 (year 2042),  Design Load: HS 20,  Features Intersected: BERENDA SLOUGH,  Facility Carried by Structure: AVENUE 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum 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 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41C0127,  Location: INT AVE 25 1/2 (Lat: 37.120333,  Lng: -120.310844),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 316 (year 1979),  Truck Traffic: 13%,  Average Future Daily Traffic: 927 (year 2041),  Features Intersected: ASH SLOUGH,  Facility Carried by Structure: ROAD 13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 33.7 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.60m (28.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $734,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $1,233,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 41C0174,  Location: 0.3 MI W OF ROAD 15 (Lat: 37.061722,  Lng: -120.279144),  Route carried "on" structure: County highway ,  Year Built: 1956,  Status: Posted for load,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 120 (year 1980),  Truck Traffic: 10%,  Average Future Daily Traffic: 173 (year 2041),  Features Intersected: BERENDA SLOUGH,  Facility Carried by Structure: AVENUE 21 1/2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 33.0 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41C0194,  Location: 0.5 MI NORTH OF AVE 26.5 (Lat: 37.140642,  Lng: -120.310900),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 1,800 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,054 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: CHOWCHILLA RIVER,  Facility Carried by Structure: CR 13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  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 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41C0198,  Location: 1.8 MI. NORTH OF AVE. 26 (Lat: 37.161717,  Lng: -120.202000),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 2.82m (9.25ft),  Average Daily Traffic: 225 (year 1995),  Truck Traffic: 4%,  Average Future Daily Traffic: 424 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: CHOWCHILLA RIVER,  Facility Carried by Structure: COUNTY ROAD 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: CEPSPKCA0000001,  Location: 13 MI E OF CHOWCHILLA (Lat: 37.215958,  Lng: -119.991442),  Route carried "on" structure: ServiceOther road ,  Year Built: 1975,  Status: Open,  Structure Length: 4.09m (13.42ft),  Average Daily Traffic: 71 (year 2017),  Average Future Daily Traffic: 100 (year 2038),  Design Load: HS 20,  Features Intersected: CHOWCHILLA RIVER,  Facility Carried by Structure: COUNTY RD 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Corps of Engineers (Civil),  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.6m (54.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 31.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 41 0055E,  Location: 06-MAD-233-3.87 (Lat: 37.126814,  Lng: -120.252556),  Route carried "under" structure: State highway 99,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 38,500 (year 2009),  Truck Traffic: 22%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: SR 233 (AVENUE 26)
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 26.580,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.6m (70.9ft)

Find on map >>   Show street view

Structure Number: 41 0057,  Location: 06-MAD-099-28.17 (Lat: 37.141369,  Lng: -120.274336),  Route carried "under" structure: State highway 99,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 37,500 (year 2009),  Truck Traffic: 27%,  Features Intersected: SR 99,  Facility Carried by Structure: CO RD 15 \ MINTURN
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 28.170,  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)

Find on map >>   Show street view

Structure Number: 41 0059E,  Location: 06-MAD-233-0.01 (Lat: 37.083167,  Lng: -120.297600),  Route carried "under" structure: State highway 152,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2009),  Truck Traffic: 24%,  Features Intersected: STATE ROUTE 152
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 10.800,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)