Bridge Statistics for La Motte, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 69ft / 20.8mTotal length
- 3,655Total average daily traffic
- 310Total average daily truck traffic
- 3,655Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for La Motte
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 11960-1969
- 21970-1979
- 41980-1989
- 21990-1999
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 37.5%Good
- 50.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 12.5%Good
- 50.0%Satisfactory
- 25.0%Fair
- 12.5%Poor
- Bridge Condition - Substructure
- 25.0%Good
- 37.5%Satisfactory
- 12.5%Fair
- 25.0%Poor
- Bridge Condition - Channel
- 13.3%Very good
- 13.3%Good
- 60.0%Satisfactory
- 6.7%Fair
- 6.7%Poor
- Bridge Condition - Culverts
- 14.3%Very good
- 85.7%Satisfactory
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Structure Number: 6911, Location: 000000000 (Lat: 42.294639, Lng: -90.619358), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 230 (year 2021), Average Future Daily Traffic: 230 (year 2041), Design Load: HS 20, Features Intersected: FARMERS CREEK, Facility Carried by Structure: UNION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.214, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 6911, Location: 000000000 (Lat: 42.294639, Lng: -90.619358), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 230 (year 2021), Average Future Daily Traffic: 230 (year 2041), Design Load: HS 20, Features Intersected: FARMERS CREEK, Facility Carried by Structure: UNION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.214, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 6921, Location: R3ET836N504NE (Lat: 42.293733, Lng: -90.619478), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 440 (year 2021), Average Future Daily Traffic: 440 (year 2040), Design Load: HL 93, Features Intersected: FARMERS CREEK, Facility Carried by Structure: SOUTH MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.542, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.4 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: 32.7 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 6921, Location: R3ET836N504NE (Lat: 42.293733, Lng: -90.619478), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 440 (year 2021), Average Future Daily Traffic: 440 (year 2040), Design Load: HL 93, Features Intersected: FARMERS CREEK, Facility Carried by Structure: SOUTH MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.542, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.4 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: 32.7 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 6931, Location: 000000000 (Lat: 42.295897, Lng: -90.618881), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 510 (year 2021), Average Future Daily Traffic: 510 (year 2041), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.124, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 6931, Location: 000000000 (Lat: 42.295897, Lng: -90.618881), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 510 (year 2021), Average Future Daily Traffic: 510 (year 2041), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.124, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 19427, Location: 086E30109 (Lat: 42.286286, Lng: -90.557656), Route carried "on" structure: County highway , Year Built: 1930, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 5 (year 2017), Average Future Daily Traffic: 5 (year 2041), Features Intersected: DRY RUN, Facility Carried by Structure: 289TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 1, 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: 7.0m (23.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.4 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: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 19427, Location: 086E30109 (Lat: 42.286286, Lng: -90.557656), Route carried "on" structure: County highway , Year Built: 1930, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 5 (year 2017), Average Future Daily Traffic: 5 (year 2041), Features Intersected: DRY RUN, Facility Carried by Structure: 289TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 1, 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: 7.0m (23.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.4 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: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 194272, Location: 086E30103 (Lat: 42.288642, Lng: -90.558683), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 130 (year 2021), Average Future Daily Traffic: 130 (year 2041), Design Load: H 15, Features Intersected: STREAM, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.978, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 23.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 194272, Location: 086E30103 (Lat: 42.288642, Lng: -90.558683), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 130 (year 2021), Average Future Daily Traffic: 130 (year 2041), Design Load: H 15, Features Intersected: STREAM, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.978, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 23.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 19431, Location: 086E30802 (Lat: 42.272753, Lng: -90.646758), Route carried "on" structure: County highway , Year Built: 1967, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 60 (year 2021), Average Future Daily Traffic: 60 (year 2041), Design Load: H 15, Features Intersected: SMALL CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.846, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 20.1 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: 15.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 19431, Location: 086E30802 (Lat: 42.272753, Lng: -90.646758), Route carried "on" structure: County highway , Year Built: 1967, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 60 (year 2021), Average Future Daily Traffic: 60 (year 2041), Design Load: H 15, Features Intersected: SMALL CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.846, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 20.1 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: 15.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 194321, Location: 086E30804 (Lat: 42.268231, Lng: -90.646922), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 60 (year 2021), Average Future Daily Traffic: 60 (year 2041), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: 216 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.344, 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: 13.4m (44.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 69.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 52.0 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: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 194321, Location: 086E30804 (Lat: 42.268231, Lng: -90.646922), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 60 (year 2021), Average Future Daily Traffic: 60 (year 2041), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: 216 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.344, 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: 13.4m (44.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 69.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 52.0 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: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 194351, Location: 086E31702 (Lat: 42.258450, Lng: -90.646853), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 60 (year 2021), Average Future Daily Traffic: 60 (year 2041), Design Load: HS 20, Features Intersected: SMALL CREEK, Facility Carried by Structure: 216TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.258, 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: 5.8m (19.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 194351, Location: 086E31702 (Lat: 42.258450, Lng: -90.646853), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 60 (year 2021), Average Future Daily Traffic: 60 (year 2041), Design Load: HS 20, Features Intersected: SMALL CREEK, Facility Carried by Structure: 216TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.258, 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: 5.8m (19.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 194381, Location: 086E32003 (Lat: 42.241128, Lng: -90.639861), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 570 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 570 (year 2041), Design Load: H 20, Features Intersected: FARMERS CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.141, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 194381, Location: 086E32003 (Lat: 42.241128, Lng: -90.639861), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 570 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 570 (year 2041), Design Load: H 20, Features Intersected: FARMERS CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.141, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 194391, Location: 086E32103 (Lat: 42.238406, Lng: -90.625903), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 570 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 570 (year 2041), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.333, Lanes on structure: 2, Owner: County 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: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: March 2021
Structure Number: 194391, Location: 086E32103 (Lat: 42.238406, Lng: -90.625903), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 570 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 570 (year 2041), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.333, Lanes on structure: 2, Owner: County 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: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: March 2021
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Structure Number: 194731, Location: 087E31603 (Lat: 42.347514, Lng: -90.621106), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 190 (year 2021), Average Future Daily Traffic: 190 (year 2041), Design Load: HL 93, Features Intersected: TETE DES MORTS CREEK, Facility Carried by Structure: CENTERVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.890, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 194731, Location: 087E31603 (Lat: 42.347514, Lng: -90.621106), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 190 (year 2021), Average Future Daily Traffic: 190 (year 2041), Design Load: HL 93, Features Intersected: TETE DES MORTS CREEK, Facility Carried by Structure: CENTERVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.890, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 194741, Location: 087E31606 (Lat: 42.340447, Lng: -90.608536), Route carried "on" structure: County highway , Year Built: 1984, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 20 (year 2017), Average Future Daily Traffic: 20 (year 2041), Design Load: H 20, Features Intersected: TETE DE MORTS CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.181, Lanes on structure: 2, 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: 18.3m (60.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 194741, Location: 087E31606 (Lat: 42.340447, Lng: -90.608536), Route carried "on" structure: County highway , Year Built: 1984, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 20 (year 2017), Average Future Daily Traffic: 20 (year 2041), Design Load: H 20, Features Intersected: TETE DE MORTS CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.181, Lanes on structure: 2, 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: 18.3m (60.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 194771, Location: 087E32204 (Lat: 42.335394, Lng: -90.594008), Route carried "on" structure: County highway , Year Built: 1981, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 50 (year 2017), Average Future Daily Traffic: 50 (year 2041), Features Intersected: TETE DES MORTS CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.990, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 21.1 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: 16.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 194771, Location: 087E32204 (Lat: 42.335394, Lng: -90.594008), Route carried "on" structure: County highway , Year Built: 1981, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 50 (year 2017), Average Future Daily Traffic: 50 (year 2041), Features Intersected: TETE DES MORTS CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.990, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 21.1 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: 16.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 194801, Location: 087E33306 (Lat: 42.304442, Lng: -90.615497), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 380 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 380 (year 2041), Design Load: HS 20, Features Intersected: FARMERS CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.721, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 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: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 194801, Location: 087E33306 (Lat: 42.304442, Lng: -90.615497), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 380 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 380 (year 2041), Design Load: HS 20, Features Intersected: FARMERS CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.721, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 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: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 194811, Location: 087E33306 (Lat: 42.299639, Lng: -90.617528), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 380 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 380 (year 2041), Design Load: H 20, Features Intersected: FARMER'S CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.154, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 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: Fair, Culverts: Satisfactory, Operating Rating: 44.1 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: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 194811, Location: 087E33306 (Lat: 42.299639, Lng: -90.617528), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 380 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 380 (year 2041), Design Load: H 20, Features Intersected: FARMER'S CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.154, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 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: Fair, Culverts: Satisfactory, Operating Rating: 44.1 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: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021