Bridge Statistics for Shafter, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 256ft / 77.9mTotal length
- 741,653Total average daily traffic
- 184,956Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Shafter
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11930-1939
- 11940-1949
- 61950-1959
- 121960-1969
- 11970-1979
- 11980-1989
- 52010-2019
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 01970-1979
- 31980-1989
- 01990-1999
- 02000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 65.0%Good
- 10.0%Satisfactory
- 15.0%Fair
- 10.0%Poor
- Bridge Condition - Superstructure
- 90.0%Good
- 5.0%Satisfactory
- 5.0%Fair
- Bridge Condition - Substructure
- 80.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 5.6%Excellent
- 27.8%Very good
- 44.4%Good
- 11.1%Satisfactory
- 5.6%Fair
- 5.6%Poor
- Bridge Condition - Culverts
- 75.0%Good
- 25.0%Fair
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Structure Number: 50 0133, Location: 06-KER-099-32.42 (Lat: 35.459089, Lng: -119.110336), Route carried "on" structure: State highway 99, Year Built: 1936, Year Reconstructed: 2020, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 90,000 (year 2018), Truck Traffic: 29%, Average Future Daily Traffic: 117,000 (year 2041), Features Intersected: LERDO CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.420, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 37.8m (124.0ft), Out-to-Out Width: 39.3m (128.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50 0133, Location: 06-KER-099-32.42 (Lat: 35.459089, Lng: -119.110336), Route carried "on" structure: State highway 99, Year Built: 1936, Year Reconstructed: 2020, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 90,000 (year 2018), Truck Traffic: 29%, Average Future Daily Traffic: 117,000 (year 2041), Features Intersected: LERDO CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.420, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 37.8m (124.0ft), Out-to-Out Width: 39.3m (128.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 50 0134, Location: 06-KER-099-37.22 (Lat: 35.506153, Lng: -119.172439), Route carried "on" structure: State highway 99, Year Built: 1913, Year Reconstructed: 1968, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 90,000 (year 2018), Truck Traffic: 28%, Average Future Daily Traffic: 117,485 (year 2041), Features Intersected: LERDO CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.220, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 37.6m (123.4ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 37.6m (123.4ft), Out-to-Out Width: 39.1m (128.3ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: 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: October 2021
Structure Number: 50 0134, Location: 06-KER-099-37.22 (Lat: 35.506153, Lng: -119.172439), Route carried "on" structure: State highway 99, Year Built: 1913, Year Reconstructed: 1968, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 90,000 (year 2018), Truck Traffic: 28%, Average Future Daily Traffic: 117,485 (year 2041), Features Intersected: LERDO CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.220, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 37.6m (123.4ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 37.6m (123.4ft), Out-to-Out Width: 39.1m (128.3ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: 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: October 2021
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Structure Number: 50 0179, Location: 06-KER-099-R39.12 (Lat: 35.529742, Lng: -119.189986), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 959 (year 2039), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 99, Facility Carried by Structure: MERCED AVE
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: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.4 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: 19.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 50 0179, Location: 06-KER-099-R39.12 (Lat: 35.529742, Lng: -119.189986), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 959 (year 2039), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 99, Facility Carried by Structure: MERCED AVE
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: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.4 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: 19.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 50 018, Location: 06-KER-099-41.85 (Lat: 35.568408, Lng: -119.200314), Route carried "on" structure: State highway 99, Year Built: 1947, Year Reconstructed: 1968, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 90,000 (year 2018), Truck Traffic: 28%, Average Future Daily Traffic: 117,485 (year 2039), Features Intersected: POSO CREEK OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.850, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 38.7m (127.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 39.3m (128.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 50 018, Location: 06-KER-099-41.85 (Lat: 35.568408, Lng: -119.200314), Route carried "on" structure: State highway 99, Year Built: 1947, Year Reconstructed: 1968, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 90,000 (year 2018), Truck Traffic: 28%, Average Future Daily Traffic: 117,485 (year 2039), Features Intersected: POSO CREEK OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.850, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 38.7m (127.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 39.3m (128.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 50 0235, Location: 06-KER-099-36.52 (Lat: 35.499594, Lng: -119.163678), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 6,000 (year 2039), Design Load: HS 20, Features Intersected: STATE ROUTE 99, Facility Carried by Structure: LERDO HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Skew: 24 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 28.8m (94.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.8 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: 27.2 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 50 0235, Location: 06-KER-099-36.52 (Lat: 35.499594, Lng: -119.163678), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 6,000 (year 2039), Design Load: HS 20, Features Intersected: STATE ROUTE 99, Facility Carried by Structure: LERDO HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Skew: 24 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 28.8m (94.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.8 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: 27.2 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 50C0026L, Location: 0.9 MI E CHERRY AVE (Lat: 35.499764, Lng: -119.225381), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 10,110 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 13,961 (year 2038), Features Intersected: CALLOWAY CANAL, Facility Carried by Structure: LERDO HIGHWAY WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.3m (10.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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
Structure Number: 50C0026L, Location: 0.9 MI E CHERRY AVE (Lat: 35.499764, Lng: -119.225381), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 10,110 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 13,961 (year 2038), Features Intersected: CALLOWAY CANAL, Facility Carried by Structure: LERDO HIGHWAY WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.3m (10.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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
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Structure Number: 50C0026R, Location: 0.9 MI E CHERRY AVE (Lat: 35.499611, Lng: -119.225328), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 10,110 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 14,102 (year 2040), Features Intersected: CALLOWAY CANAL, Facility Carried by Structure: LERDO HIGHWAY EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50C0026R, Location: 0.9 MI E CHERRY AVE (Lat: 35.499611, Lng: -119.225328), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 10,110 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 14,102 (year 2040), Features Intersected: CALLOWAY CANAL, Facility Carried by Structure: LERDO HIGHWAY EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 50C0039, Location: 0.2 MI E OF ZERKER RD (Lat: 35.499600, Lng: -119.165336), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 10,110 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 14,148 (year 2042), Design Load: HS 20+Mod, Features Intersected: UP RR, Facility Carried by Structure: LERDO HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 24 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 37.9 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: 15.9 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: High priority of corrective action, 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
Structure Number: 50C0039, Location: 0.2 MI E OF ZERKER RD (Lat: 35.499600, Lng: -119.165336), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 10,110 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 14,148 (year 2042), Design Load: HS 20+Mod, Features Intersected: UP RR, Facility Carried by Structure: LERDO HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 24 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 37.9 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: 15.9 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: High priority of corrective action, 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
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Structure Number: 50C0068, Location: WEST OF SH 99 (Lat: 35.558417, Lng: -119.198836), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 3,200 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 5,345 (year 2040), Design Load: HS 20+Mod, Features Intersected: UP RR, Facility Carried by Structure: KIMBERLINA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 43.1 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: 30.1 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: Equal to present minimum criteria, Underclear: Better than 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
Structure Number: 50C0068, Location: WEST OF SH 99 (Lat: 35.558417, Lng: -119.198836), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 3,200 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 5,345 (year 2040), Design Load: HS 20+Mod, Features Intersected: UP RR, Facility Carried by Structure: KIMBERLINA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 43.1 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: 30.1 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: Equal to present minimum criteria, Underclear: Better than 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
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Structure Number: 50C0069, Location: WEST OF S.H. 99 (Lat: 35.529711, Lng: -119.191075), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 760 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 1,284 (year 2040), Design Load: HS 20+Mod, Features Intersected: UP RR, Facility Carried by Structure: MERCED AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 58.6 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: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 50C0069, Location: WEST OF S.H. 99 (Lat: 35.529711, Lng: -119.191075), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 760 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 1,284 (year 2040), Design Load: HS 20+Mod, Features Intersected: UP RR, Facility Carried by Structure: MERCED AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 58.6 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: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 50C0092, Location: 0.7 MI S KIMBERLINA RD (Lat: 35.549728, Lng: -119.276967), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 1,930 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 3,185 (year 2037), Design Load: HS 20, Features Intersected: CALLOWAY CANAL, Facility Carried by Structure: SHAFTER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 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: 12.2m (40.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 50C0092, Location: 0.7 MI S KIMBERLINA RD (Lat: 35.549728, Lng: -119.276967), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 1,930 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 3,185 (year 2037), Design Load: HS 20, Features Intersected: CALLOWAY CANAL, Facility Carried by Structure: SHAFTER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 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: 12.2m (40.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 50C0102, Location: 3 MI NORTH OF DAVID RD (Lat: 35.136503, Lng: -118.850650), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,200 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 1,588 (year 2037), Design Load: HS 20, Features Intersected: ARVIN-EDISON CANAL, Facility Carried by Structure: RANCHO DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 41.8 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: 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: 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50C0102, Location: 3 MI NORTH OF DAVID RD (Lat: 35.136503, Lng: -118.850650), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,200 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 1,588 (year 2037), Design Load: HS 20, Features Intersected: ARVIN-EDISON CANAL, Facility Carried by Structure: RANCHO DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 41.8 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: 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: 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 50C0108, Location: 1.9 MI EAST OF CHERRY AVE (Lat: 35.499597, Lng: -119.207347), Route carried "on" structure: County highway , Year Built: 1951, Year Reconstructed: 1989, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 9,000 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 15,215 (year 2040), Design Load: HS 20, Features Intersected: FRIANT-KERN CANAL, Facility Carried by Structure: LERDO HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 24.9m (81.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 21.4 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: 16.5 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: Meets minimum limits, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50C0108, Location: 1.9 MI EAST OF CHERRY AVE (Lat: 35.499597, Lng: -119.207347), Route carried "on" structure: County highway , Year Built: 1951, Year Reconstructed: 1989, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 9,000 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 15,215 (year 2040), Design Load: HS 20, Features Intersected: FRIANT-KERN CANAL, Facility Carried by Structure: LERDO HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 24.9m (81.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 21.4 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: 16.5 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: Meets minimum limits, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 50C0109, Location: 0.6 MI E/O SR 99 (Lat: 35.499564, Lng: -119.153333), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 4,900 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 7,433 (year 2037), Design Load: HS 20, Features Intersected: LERDO CANAL, Facility Carried by Structure: LERDO HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 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: 12.2m (40.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.8 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: 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 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50C0109, Location: 0.6 MI E/O SR 99 (Lat: 35.499564, Lng: -119.153333), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 4,900 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 7,433 (year 2037), Design Load: HS 20, Features Intersected: LERDO CANAL, Facility Carried by Structure: LERDO HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 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: 12.2m (40.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.8 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: 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 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 50C011, Location: 1.7 MI EAST OF SHAFTER AV (Lat: 35.558294, Lng: -119.246150), Route carried "on" structure: County highway , Year Built: 1951, Year Reconstructed: 1989, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 2,000 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 4,873 (year 2040), Design Load: HS 20, Features Intersected: FRIANT-KERN CANAL, Facility Carried by Structure: KIMBERLINA ROAD
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, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 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 desirable 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
Structure Number: 50C011, Location: 1.7 MI EAST OF SHAFTER AV (Lat: 35.558294, Lng: -119.246150), Route carried "on" structure: County highway , Year Built: 1951, Year Reconstructed: 1989, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 2,000 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 4,873 (year 2040), Design Load: HS 20, Features Intersected: FRIANT-KERN CANAL, Facility Carried by Structure: KIMBERLINA ROAD
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, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 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 desirable 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
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Structure Number: 50C0124, Location: 0.7 MI W OF DRIVER RD (Lat: 35.558406, Lng: -119.218431), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,000 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 7,039 (year 2040), Design Load: HS 20, Features Intersected: LERDO CANAL, Facility Carried by Structure: KIMBERLINA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.1 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: Better than 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
Structure Number: 50C0124, Location: 0.7 MI W OF DRIVER RD (Lat: 35.558406, Lng: -119.218431), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,000 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 7,039 (year 2040), Design Load: HS 20, Features Intersected: LERDO CANAL, Facility Carried by Structure: KIMBERLINA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.1 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: Better than 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
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Structure Number: 50C025, Location: 0.1 MI W OF P ST (Lat: 35.350272, Lng: -119.013144), Route carried "on" structure: City street , Year Built: 1952, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,062 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 4,480 (year 2043), Design Load: H 20, Features Intersected: KERN ISLAND CNL CNTRL BR, Facility Carried by Structure: TERRACE WAY
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), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 50C025, Location: 0.1 MI W OF P ST (Lat: 35.350272, Lng: -119.013144), Route carried "on" structure: City street , Year Built: 1952, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,062 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 4,480 (year 2043), Design Load: H 20, Features Intersected: KERN ISLAND CNL CNTRL BR, Facility Carried by Structure: TERRACE WAY
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), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 50C0253, Location: 1.8 MI N 7TH STANDARD RD (Lat: 35.468067, Lng: -119.153464), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,650 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 2,173 (year 2040), Design Load: HS 20, Features Intersected: CALLOWAY BYPASS CANAL, Facility Carried by Structure: ZERKER RD
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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 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: Superior 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
Structure Number: 50C0253, Location: 1.8 MI N 7TH STANDARD RD (Lat: 35.468067, Lng: -119.153464), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,650 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 2,173 (year 2040), Design Load: HS 20, Features Intersected: CALLOWAY BYPASS CANAL, Facility Carried by Structure: ZERKER RD
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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 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: Superior 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
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Structure Number: 50C0254, Location: 1.8 MI N 7TH STANDARD RD (Lat: 35.468208, Lng: -119.153467), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 2,650 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 2,173 (year 2040), Design Load: HS 20, Features Intersected: CALLOWAY CANAL, Facility Carried by Structure: ZERKER RD
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), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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 desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 50C0254, Location: 1.8 MI N 7TH STANDARD RD (Lat: 35.468208, Lng: -119.153467), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 2,650 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 2,173 (year 2040), Design Load: HS 20, Features Intersected: CALLOWAY CANAL, Facility Carried by Structure: ZERKER RD
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), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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 desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 50C0258, Location: 2.2 MI N 7TH STANDARD RD (Lat: 35.474033, Lng: -119.153269), Route carried "on" structure: County highway , Year Built: 1950, Year Reconstructed: 1989, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,650 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 4,616 (year 2038), Design Load: HS 20, Features Intersected: FRIANT-KERN CANAL, Facility Carried by Structure: ZERKER RD
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), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 24.3 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: 18.8 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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 50C0258, Location: 2.2 MI N 7TH STANDARD RD (Lat: 35.474033, Lng: -119.153269), Route carried "on" structure: County highway , Year Built: 1950, Year Reconstructed: 1989, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,650 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 4,616 (year 2038), Design Load: HS 20, Features Intersected: FRIANT-KERN CANAL, Facility Carried by Structure: ZERKER RD
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), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 24.3 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: 18.8 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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 50C0342L, Location: WEST OF COFFEE ROAD (Lat: 35.441381, Lng: -119.095256), Route carried "on" structure: Business City street , Year Built: 2010, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 9,723 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 15,296 (year 2042), Design Load: HL 93, Features Intersected: LERDO (BEARDSLEY) CANAL, Facility Carried by Structure: 7TH STANDARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.8m (48.6ft)
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: Better than present minimum 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
Structure Number: 50C0342L, Location: WEST OF COFFEE ROAD (Lat: 35.441381, Lng: -119.095256), Route carried "on" structure: Business City street , Year Built: 2010, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 9,723 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 15,296 (year 2042), Design Load: HL 93, Features Intersected: LERDO (BEARDSLEY) CANAL, Facility Carried by Structure: 7TH STANDARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.8m (48.6ft)
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: Better than present minimum 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
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Structure Number: 50C0343L, Location: WEST OF VERDUGO ROAD (Lat: 35.441581, Lng: -119.122814), Route carried "on" structure: Business City street , Year Built: 2010, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 9,723 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 15,296 (year 2042), Design Load: HL 93, Features Intersected: FRIANT-KERN CANAL, Facility Carried by Structure: 7TH STANDARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.8m (48.6ft)
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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 50C0343L, Location: WEST OF VERDUGO ROAD (Lat: 35.441581, Lng: -119.122814), Route carried "on" structure: Business City street , Year Built: 2010, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 9,723 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 15,296 (year 2042), Design Load: HL 93, Features Intersected: FRIANT-KERN CANAL, Facility Carried by Structure: 7TH STANDARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.8m (48.6ft)
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: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 50C0344L, Location: WEST OF CALLOWAY ROAD (Lat: 35.441594, Lng: -119.130214), Route carried "on" structure: Business City street , Year Built: 2010, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 9,723 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 15,194 (year 2040), Design Load: HL 93, Features Intersected: CALLOWAY CANAL, Facility Carried by Structure: 7TH STANDARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: 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: Better than 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
Structure Number: 50C0344L, Location: WEST OF CALLOWAY ROAD (Lat: 35.441594, Lng: -119.130214), Route carried "on" structure: Business City street , Year Built: 2010, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 9,723 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 15,194 (year 2040), Design Load: HL 93, Features Intersected: CALLOWAY CANAL, Facility Carried by Structure: 7TH STANDARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: 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: Better than 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
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Structure Number: 50C0345, Location: 6 MI WEST OF SR99 (Lat: 35.441253, Lng: -119.199381), Route carried "on" structure: Business City street , Year Built: 2010, Status: Open, Structure Length: 12.54m (41.14ft), Average Daily Traffic: 7,300 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 11,448 (year 2040), Design Load: HL 93, Features Intersected: BNSF RY, SANTA FE WAY, Facility Carried by Structure: 7TH STANDARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.3m (138.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 31.7m (104.0ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 50C0345, Location: 6 MI WEST OF SR99 (Lat: 35.441253, Lng: -119.199381), Route carried "on" structure: Business City street , Year Built: 2010, Status: Open, Structure Length: 12.54m (41.14ft), Average Daily Traffic: 7,300 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 11,448 (year 2040), Design Load: HL 93, Features Intersected: BNSF RY, SANTA FE WAY, Facility Carried by Structure: 7TH STANDARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.3m (138.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 31.7m (104.0ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 50 0179, Location: 06-KER-099-R39.12 (Lat: 35.529742, Lng: -119.189986), Route carried "under" structure: State highway 99, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 110,000 (year 2018), Truck Traffic: 28%, Features Intersected: STATE ROUTE 99, Facility Carried by Structure: MERCED AVE
Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 39.120, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
Structure Number: 50 0179, Location: 06-KER-099-R39.12 (Lat: 35.529742, Lng: -119.189986), Route carried "under" structure: State highway 99, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 110,000 (year 2018), Truck Traffic: 28%, Features Intersected: STATE ROUTE 99, Facility Carried by Structure: MERCED AVE
Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 39.120, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
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Structure Number: 50 0235, Location: 06-KER-099-36.52 (Lat: 35.499594, Lng: -119.163678), Route carried "under" structure: State highway 99, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 110,000 (year 2018), Truck Traffic: 29%, Features Intersected: STATE ROUTE 99, Facility Carried by Structure: LERDO HIGHWAY
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 36.520, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 50 0235, Location: 06-KER-099-36.52 (Lat: 35.499594, Lng: -119.163678), Route carried "under" structure: State highway 99, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 110,000 (year 2018), Truck Traffic: 29%, Features Intersected: STATE ROUTE 99, Facility Carried by Structure: LERDO HIGHWAY
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 36.520, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 50 035, Location: 06-KER-099-R41.16 (Lat: 35.558425, Lng: -119.197694), Route carried "under" structure: State highway 99, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 134,000 (year 2018), Truck Traffic: 28%, Features Intersected: STATE ROUTE 99, Facility Carried by Structure: KIMBERLINA RD
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 41.160, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft)
Structure Number: 50 035, Location: 06-KER-099-R41.16 (Lat: 35.558425, Lng: -119.197694), Route carried "under" structure: State highway 99, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 134,000 (year 2018), Truck Traffic: 28%, Features Intersected: STATE ROUTE 99, Facility Carried by Structure: KIMBERLINA RD
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 41.160, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft)
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Structure Number: 50C0345, Location: 6 MI WEST OF SR99 (Lat: 35.441253, Lng: -119.199381), Route carried "under" structure: Business City street , Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 7,852 (year 2010), Truck Traffic: 3%, Features Intersected: BNSF RY, SANTA FE WAY, Facility Carried by Structure: 7TH STANDARD ROAD
Minimum Vertical Clearance: 7.90m (25.92ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.3m (138.8ft)
Structure Number: 50C0345, Location: 6 MI WEST OF SR99 (Lat: 35.441253, Lng: -119.199381), Route carried "under" structure: Business City street , Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 7,852 (year 2010), Truck Traffic: 3%, Features Intersected: BNSF RY, SANTA FE WAY, Facility Carried by Structure: 7TH STANDARD ROAD
Minimum Vertical Clearance: 7.90m (25.92ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.3m (138.8ft)