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Bridge Statistics for Alma, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 14Number of bridges
  • 75ft / 22.5mTotal length
  • $163,000Total costs
  • 5,598Total average daily traffic
  • 575Total average daily truck traffic
  • 8,392Total future (year 2041) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Alma
  • No street view available for this location

New bridges in Alma, MO - historical statistics
  • New bridges - historical statistics
  • 21950-1959
  • 31960-1969
  • 11970-1979
  • 21980-1989
  • 31990-1999
  • 12000-2009
  • 12010-2019
  • 12020-2022
Average Bridge Truck Traffic in Alma, MO
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 12.5%Very good
  • 37.5%Good
  • 50.0%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 75.0%Good
  • 25.0%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 12.5%Very good
  • 25.0%Good
  • 62.5%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 14.3%Good
  • 57.1%Satisfactory
  • 28.6%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 16.7%Very good
  • 33.3%Good
  • 50.0%Satisfactory
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Structure Number: 121,  Location: S 6 T 49 N R 30 W (Lat: 39.081131,  Lng: -94.255956),  Route carried "on" structure: State highway FF,  Year Built: 1966,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,246 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,682 (year 2041),  Design Load: H 15,  Features Intersected: FIRE PRAIRIE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.941,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.0 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: Equal to present desirable 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: 20006,  Location: S 5 T 50 N R 24 W (Lat: 39.153542,  Lng: -93.565967),  Route carried "on" structure: County highway 243,  Year Built: 1950,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 35 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 46 (year 2041),  Features Intersected: SALT FORK CR,  Facility Carried by Structure: THREE GROVES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2004,  Location: S 17 T 50 N R 24 W (Lat: 39.128728,  Lng: -93.575383),  Route carried "on" structure: County highway 244,  Year Built: 1966,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 40 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 52 (year 2041),  Features Intersected: SALT FORK CR,  Facility Carried by Structure: WILLOW BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 5.1m (16.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.22m (0.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $163,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20083,  Location: S 30 T 50 N R 24 W (Lat: 39.096500,  Lng: -93.588247),  Route carried "on" structure: County highway 246,  Year Built: 1990,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 25 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 33 (year 2041),  Features Intersected: SALT FORK CR,  Facility Carried by Structure: SUNNY BANK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2061,  Location: S 29 T 50 N R 24 W (Lat: 39.106386,  Lng: -93.567797),  Route carried "on" structure: State highway 20,  Year Built: 1969,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 1,644 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,630 (year 2041),  Design Load: H 20,  Features Intersected: SALT FK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.948,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 21094,  Location: S 33 T 50 N R 24 W (Lat: 39.091239,  Lng: -93.554617),  Route carried "on" structure: County highway 289,  Year Built: 1993,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 350 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 455 (year 2041),  Features Intersected: SALT FORK CR,  Facility Carried by Structure: GOODWIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2114,  Location: S 3 T 49 N R 24 W (Lat: 39.068839,  Lng: -93.544294),  Route carried "on" structure: County highway 291,  Year Built: 1980,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 25 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 33 (year 2041),  Features Intersected: ROCK CR,  Facility Carried by Structure: BETHEL CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2214,  Location: S 26 T 50 N R 24 W (Lat: 39.104417,  Lng: -93.524347),  Route carried "on" structure: State highway 20,  Year Built: 1984,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 1,676 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,682 (year 2041),  Design Load: HS 20,  Features Intersected: FK OF ELM BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.716,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.9m (32.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 68.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2427,  Location: S 21 T 26 N R 17 E (Lat: 36.875133,  Lng: -89.225344),  Route carried "on" structure: State highway 77,  Year Built: 1971,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 260 (year 2021),  Truck Traffic: 28%,  Average Future Daily Traffic: 364 (year 2041),  Design Load: H 15,  Features Intersected: LATERAL DTCH #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.807,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 90.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021
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Structure Number: 28427,  Location: S 10 T 49 N R 24 W (Lat: 39.054053,  Lng: -93.538769),  Route carried "on" structure: County highway 296,  Year Built: 1999,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 30 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 39 (year 2041),  Design Load: HS 20,  Features Intersected: DYER ROCK CR,  Facility Carried by Structure: ELLMAKER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 29029,  Location: S 11 T 49 N R 24 W (Lat: 39.049725,  Lng: -93.523711),  Route carried "on" structure: State highway NN,  Year Built: 2002,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 96 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 139 (year 2041),  Design Load: HS 20,  Features Intersected: ROCK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.141,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 76.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 24 months,  Inspection Date: January 2021
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Structure Number: 35051,  Location: S 10 T 50 N R 24 W (Lat: 39.137583,  Lng: -93.523917),  Route carried "on" structure: County highway 279,  Year Built: 2010,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 50 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 65 (year 2041),  Design Load: HS 20,  Features Intersected: SALT FORK CR,  Facility Carried by Structure: CATRON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.345,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 54.0 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 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 2021
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Structure Number: 36581,  Location: S 8 T 49 N R 24 W (Lat: 39.055728,  Lng: -93.577725),  Route carried "on" structure: County highway 258,  Year Built: 2020,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 25 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 33 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB OF DAVIS CR,  Facility Carried by Structure: ELLMAKER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 7697,  Location: S 10 T 49 N R 24 W (Lat: 39.048983,  Lng: -93.534500),  Route carried "on" structure: State highway NN,  Year Built: 1954,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 96 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 139 (year 2041),  Design Load: H 10,  Features Intersected: DYER ROCK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.117,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021
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