Bridge Statistics for Riverbank, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 174ft / 53.5mTotal length
- 121,029Total average daily traffic
- 11,156Total average daily truck traffic
- 178,407Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Riverbank
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 11920-1929
- 31940-1949
- 11950-1959
- 11960-1969
- 11970-1979
- 11990-1999
- 42000-2009
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 21970-1979
- 11980-1989
- Bridge Condition - Deck
- 50.0%Good
- 10.0%Satisfactory
- 30.0%Fair
- 10.0%Poor
- Bridge Condition - Superstructure
- 54.5%Good
- 9.1%Satisfactory
- 36.4%Fair
- Bridge Condition - Substructure
- 45.5%Good
- 9.1%Satisfactory
- 45.5%Fair
- Bridge Condition - Channel
- 41.7%Excellent
- 33.3%Very good
- 25.0%Good
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 29C0317, Location: AT N INTERSECT W RIVER RD (Lat: 37.768878, Lng: -120.940911), Route carried "on" structure: County highway , Year Built: 1945, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,375 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 1,631 (year 2040), Features Intersected: SSJID CANAL, Facility Carried by Structure: HENRY RD
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: 3, Length of Maximum Span: 4.2m (13.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 29C0317, Location: AT N INTERSECT W RIVER RD (Lat: 37.768878, Lng: -120.940911), Route carried "on" structure: County highway , Year Built: 1945, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,375 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 1,631 (year 2040), Features Intersected: SSJID CANAL, Facility Carried by Structure: HENRY RD
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: 3, Length of Maximum Span: 4.2m (13.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 29C0422, Location: AT VICTORY ROAD (Lat: 37.769264, Lng: -120.923247), Route carried "on" structure: Business County highway , Year Built: 2005, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 2,272 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 7,432 (year 2038), Design Load: HS 20, Features Intersected: SSJID CANAL, Facility Carried by Structure: RIVER ROAD
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), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 20.8m (68.2ft)
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: Superior to present desirable criteria, 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, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 29C0422, Location: AT VICTORY ROAD (Lat: 37.769264, Lng: -120.923247), Route carried "on" structure: Business County highway , Year Built: 2005, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 2,272 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 7,432 (year 2038), Design Load: HS 20, Features Intersected: SSJID CANAL, Facility Carried by Structure: RIVER ROAD
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), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 20.8m (68.2ft)
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: Superior to present desirable criteria, 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, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 29C0449, Location: AT RIVER ROAD (Lat: 37.769008, Lng: -120.931197), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 361 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 413 (year 2037), Features Intersected: SSJD CANAL, Facility Carried by Structure: MCBRIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 29C0449, Location: AT RIVER ROAD (Lat: 37.769008, Lng: -120.931197), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 361 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 413 (year 2037), Features Intersected: SSJD CANAL, Facility Carried by Structure: MCBRIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 38 0011, Location: 10-STA-108-R32.34 (Lat: 37.738014, Lng: -120.941069), Route carried "on" structure: State highway 108, Year Built: 1972, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 14,400 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 26,210 (year 2040), Design Load: HS 20+Mod, Features Intersected: BNSF RY & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.340, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 46.3 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: 35.6 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 38 0011, Location: 10-STA-108-R32.34 (Lat: 37.738014, Lng: -120.941069), Route carried "on" structure: State highway 108, Year Built: 1972, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 14,400 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 26,210 (year 2040), Design Load: HS 20+Mod, Features Intersected: BNSF RY & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.340, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 46.3 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: 35.6 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38 0012, Location: 10-STA-108-30.50 (Lat: 37.732669, Lng: -120.968719), Route carried "on" structure: State highway 108, Year Built: 1915, Year Reconstructed: 1994, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 20,200 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 34,563 (year 2042), Features Intersected: M.I.D. MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.500, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.1m (16.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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: 29.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 38 0012, Location: 10-STA-108-30.50 (Lat: 37.732669, Lng: -120.968719), Route carried "on" structure: State highway 108, Year Built: 1915, Year Reconstructed: 1994, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 20,200 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 34,563 (year 2042), Features Intersected: M.I.D. MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.500, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.1m (16.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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: 29.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38 0013, Location: 10-STA-108-29.86 (Lat: 37.732703, Lng: -120.980506), Route carried "on" structure: State highway 108, Year Built: 1915, Year Reconstructed: 1962, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 20,200 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 34,563 (year 2040), Features Intersected: M.I.D. CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.860, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 32.4 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: 24.9 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 38 0013, Location: 10-STA-108-29.86 (Lat: 37.732703, Lng: -120.980506), Route carried "on" structure: State highway 108, Year Built: 1915, Year Reconstructed: 1962, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 20,200 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 34,563 (year 2040), Features Intersected: M.I.D. CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.860, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 32.4 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: 24.9 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38C004, Location: STANLS-SAN JOAQIN CO LINE (Lat: 37.740472, Lng: -120.938917), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 30.69m (100.69ft), Average Daily Traffic: 11,900 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 14,061 (year 2043), Design Load: HS 20, Features Intersected: STANISLAUS RIVER, Facility Carried by Structure: FIRST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 14, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 38C004, Location: STANLS-SAN JOAQIN CO LINE (Lat: 37.740472, Lng: -120.938917), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 30.69m (100.69ft), Average Daily Traffic: 11,900 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 14,061 (year 2043), Design Load: HS 20, Features Intersected: STANISLAUS RIVER, Facility Carried by Structure: FIRST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 14, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 38C0087, Location: 0.4 MI S/O CLARIBEL ROAD (Lat: 37.704883, Lng: -120.921644), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1981, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 13,888 (year 2016), Truck Traffic: 23%, Average Future Daily Traffic: 16,323 (year 2042), Features Intersected: M.I.D. MAIN CANAL, Facility Carried by Structure: CLAUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Excellent, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 38C0087, Location: 0.4 MI S/O CLARIBEL ROAD (Lat: 37.704883, Lng: -120.921644), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1981, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 13,888 (year 2016), Truck Traffic: 23%, Average Future Daily Traffic: 16,323 (year 2042), Features Intersected: M.I.D. MAIN CANAL, Facility Carried by Structure: CLAUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Excellent, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38C0114, Location: 0.1 MI W/O TERMINAL AVE (Lat: 37.710861, Lng: -120.932736), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 10,140 (year 2014), Truck Traffic: 12%, Average Future Daily Traffic: 10,547 (year 2042), Features Intersected: M.I.D. MAIN CANAL, Facility Carried by Structure: CLARIBEL ROAD
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: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 38C0114, Location: 0.1 MI W/O TERMINAL AVE (Lat: 37.710861, Lng: -120.932736), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 10,140 (year 2014), Truck Traffic: 12%, Average Future Daily Traffic: 10,547 (year 2042), Features Intersected: M.I.D. MAIN CANAL, Facility Carried by Structure: CLARIBEL ROAD
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: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38C0249, Location: 0.1 MI S CLARIBEL RD (Lat: 37.709864, Lng: -120.928828), Route carried "on" structure: County highway , Year Built: 1948, Year Reconstructed: 1982, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 3,294 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 3,600 (year 2042), Features Intersected: M.I.D. MAIN CANAL, Facility Carried by Structure: TERMINAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 26.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 38C0249, Location: 0.1 MI S CLARIBEL RD (Lat: 37.709864, Lng: -120.928828), Route carried "on" structure: County highway , Year Built: 1948, Year Reconstructed: 1982, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 3,294 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 3,600 (year 2042), Features Intersected: M.I.D. MAIN CANAL, Facility Carried by Structure: TERMINAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 26.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 38C0282, Location: 0.1 MI E ROSELLE AVE (Lat: 37.716339, Lng: -120.939094), Route carried "on" structure: City street , Year Built: 1948, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,310 (year 2042), Features Intersected: M.I.D. MAIN CANAL, Facility Carried by Structure: MINNEAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Excellent, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 38C0282, Location: 0.1 MI E ROSELLE AVE (Lat: 37.716339, Lng: -120.939094), Route carried "on" structure: City street , Year Built: 1948, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,310 (year 2042), Features Intersected: M.I.D. MAIN CANAL, Facility Carried by Structure: MINNEAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Excellent, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 38C0327, Location: .1 MI S/O GLENEAGLES RD (Lat: 37.738644, Lng: -120.943814), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 4.10m (13.45ft), Average Daily Traffic: 999 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,158 (year 2042), Features Intersected: BRIARCLIFF DRIVE, Facility Carried by Structure: PRESTWICK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.4m (50.5ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 38C0327, Location: .1 MI S/O GLENEAGLES RD (Lat: 37.738644, Lng: -120.943814), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 4.10m (13.45ft), Average Daily Traffic: 999 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,158 (year 2042), Features Intersected: BRIARCLIFF DRIVE, Facility Carried by Structure: PRESTWICK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.4m (50.5ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 38C0329, Location: JACKSON AVE, W OF ROSELLE (Lat: 37.725292, Lng: -120.948431), Route carried "on" structure: Business City street , Year Built: 2003, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 3,000 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 4,361 (year 2044), Features Intersected: M.I.D. MAIN CANAL, Facility Carried by Structure: MORRILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Excellent, 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022
Structure Number: 38C0329, Location: JACKSON AVE, W OF ROSELLE (Lat: 37.725292, Lng: -120.948431), Route carried "on" structure: Business City street , Year Built: 2003, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 3,000 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 4,361 (year 2044), Features Intersected: M.I.D. MAIN CANAL, Facility Carried by Structure: MORRILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Excellent, 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022
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Structure Number: 38C0342, Location: 0.4 MI S OF ROUTE 108 (Lat: 37.726139, Lng: -120.958403), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 17,000 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 21,235 (year 2044), Design Load: HS 20, Features Intersected: M.I.D. MAIN CANAL, Facility Carried by Structure: OAKDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 29 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022
Structure Number: 38C0342, Location: 0.4 MI S OF ROUTE 108 (Lat: 37.726139, Lng: -120.958403), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 17,000 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 21,235 (year 2044), Design Load: HS 20, Features Intersected: M.I.D. MAIN CANAL, Facility Carried by Structure: OAKDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 29 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022