Bridge Statistics for Brashear, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 210ft / 64.5mTotal length
- $1,538,000Total costs
- 16,450Total average daily traffic
- 3,634Total average daily truck traffic
- 28,157Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Brashear
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21920-1929
- 41930-1939
- 11950-1959
- 11960-1969
- 51980-1989
- 21990-1999
- 22000-2009
- 32010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 5.9%Excellent
- 11.8%Very good
- 47.1%Good
- 11.8%Satisfactory
- 17.6%Fair
- 5.9%Serious
- Bridge Condition - Superstructure
- 5.9%Excellent
- 11.8%Very good
- 52.9%Good
- 5.9%Satisfactory
- 23.5%Fair
- Bridge Condition - Substructure
- 5.9%Excellent
- 11.8%Very good
- 35.3%Good
- 17.6%Satisfactory
- 29.4%Fair
- Bridge Condition - Channel
- 4.8%Very good
- 14.3%Good
- 57.1%Satisfactory
- 19.0%Fair
- 4.8%Poor
- Bridge Condition - Culverts
- 60.0%Satisfactory
- 40.0%Fair
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Structure Number: 1152, Location: S 17 T 62 N R 34 W (Lat: 40.170347, Lng: -94.746667), Route carried "on" structure: State highway M, Year Built: 1965, Year Reconstructed: 1988, Status: Open, Structure Length: 16.82m (55.18ft), Average Daily Traffic: 392 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 510 (year 2041), Design Load: H 15, Features Intersected: PLATTE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.586, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 30.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2018, Other Special Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1152, Location: S 17 T 62 N R 34 W (Lat: 40.170347, Lng: -94.746667), Route carried "on" structure: State highway M, Year Built: 1965, Year Reconstructed: 1988, Status: Open, Structure Length: 16.82m (55.18ft), Average Daily Traffic: 392 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 510 (year 2041), Design Load: H 15, Features Intersected: PLATTE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.586, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 30.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2018, Other Special Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20566, Location: S 1 T 62 N R 14 W (Lat: 40.196728, Lng: -92.413367), Route carried "on" structure: County highway 264, Year Built: 1950, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22 (year 2040), Design Load: H 10, Features Intersected: BRANCH, Facility Carried by Structure: SEVEN HILLS WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.794, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $7,000, Total Project Cost: $111,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20566, Location: S 1 T 62 N R 14 W (Lat: 40.196728, Lng: -92.413367), Route carried "on" structure: County highway 264, Year Built: 1950, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22 (year 2040), Design Load: H 10, Features Intersected: BRANCH, Facility Carried by Structure: SEVEN HILLS WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.794, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $7,000, Total Project Cost: $111,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20916, Location: S 25 T 62 N R 14 W (Lat: 40.138697, Lng: -92.413678), Route carried "on" structure: County highway 280, Year Built: 1910, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 11 (year 2040), Design Load: H 10, Features Intersected: BRANCH, Facility Carried by Structure: TWIN OAKS LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20916, Location: S 25 T 62 N R 14 W (Lat: 40.138697, Lng: -92.413678), Route carried "on" structure: County highway 280, Year Built: 1910, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 11 (year 2040), Design Load: H 10, Features Intersected: BRANCH, Facility Carried by Structure: TWIN OAKS LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20938, Location: S 36 T 62 N R 14 W (Lat: 40.126233, Lng: -92.402375), Route carried "on" structure: County highway 281, Year Built: 1925, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 5 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2040), Design Load: H 10, Features Intersected: TIMBER BR, Facility Carried by Structure: CLARMAR LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Critical Feature Inspection Date: Febuary 2020, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $12,000, Total Project Cost: $186,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20938, Location: S 36 T 62 N R 14 W (Lat: 40.126233, Lng: -92.402375), Route carried "on" structure: County highway 281, Year Built: 1925, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 5 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2040), Design Load: H 10, Features Intersected: TIMBER BR, Facility Carried by Structure: CLARMAR LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Critical Feature Inspection Date: Febuary 2020, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $12,000, Total Project Cost: $186,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21009, Location: S 32 T 62 N R 15 W (Lat: 40.129528, Lng: -92.383153), Route carried "on" structure: County highway 285, Year Built: 1989, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 11 (year 2040), Design Load: HS 20, Features Intersected: NORTH FORK SALT RV, Facility Carried by Structure: GRADE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21009, Location: S 32 T 62 N R 15 W (Lat: 40.129528, Lng: -92.383153), Route carried "on" structure: County highway 285, Year Built: 1989, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 11 (year 2040), Design Load: HS 20, Features Intersected: NORTH FORK SALT RV, Facility Carried by Structure: GRADE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21015, Location: S 31 T 62 N R 13 W (Lat: 40.124417, Lng: -92.383456), Route carried "on" structure: County highway 285, Year Built: 1988, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 33 (year 2040), Features Intersected: TIMBER BRANCH, Facility Carried by Structure: GRADE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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 24 months, Inspection Date: January 2022
Structure Number: 21015, Location: S 31 T 62 N R 13 W (Lat: 40.124417, Lng: -92.383456), Route carried "on" structure: County highway 285, Year Built: 1988, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 33 (year 2040), Features Intersected: TIMBER BRANCH, Facility Carried by Structure: GRADE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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 24 months, Inspection Date: January 2022
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Structure Number: 21136, Location: S 20 T 62 N R 13 W (Lat: 40.153289, Lng: -92.370008), Route carried "on" structure: County highway 291, Year Built: 1930, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2040), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: CAPRI WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, 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: 6.4m (21.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $6,000, Total Project Cost: $97,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21136, Location: S 20 T 62 N R 13 W (Lat: 40.153289, Lng: -92.370008), Route carried "on" structure: County highway 291, Year Built: 1930, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2040), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: CAPRI WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, 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: 6.4m (21.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $6,000, Total Project Cost: $97,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2134, Location: S 9 T 61 N R 13 W (Lat: 40.095356, Lng: -92.352361), Route carried "on" structure: County highway 301, Year Built: 1985, Year Reconstructed: 1990, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Features Intersected: N FORK SALT RVR, Facility Carried by Structure: SALT RIVER LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.59m (1.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $29,000, Total Project Cost: $439,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2134, Location: S 9 T 61 N R 13 W (Lat: 40.095356, Lng: -92.352361), Route carried "on" structure: County highway 301, Year Built: 1985, Year Reconstructed: 1990, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Features Intersected: N FORK SALT RVR, Facility Carried by Structure: SALT RIVER LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.59m (1.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $29,000, Total Project Cost: $439,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2835, Location: S 24 T 62 N R 14 W (Lat: 40.153183, Lng: -92.414369), Route carried "on" structure: County highway 276, Year Built: 1999, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 33 (year 2040), Features Intersected: TRIB OF TIMBER BR, Facility Carried by Structure: TIGER LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2835, Location: S 24 T 62 N R 14 W (Lat: 40.153183, Lng: -92.414369), Route carried "on" structure: County highway 276, Year Built: 1999, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 33 (year 2040), Features Intersected: TRIB OF TIMBER BR, Facility Carried by Structure: TIGER LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3187, Location: S 13 T 62 N R 14 W (Lat: 40.182192, Lng: -92.413258), Route carried "on" structure: County highway 269, Year Built: 2007, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2040), Design Load: HS 20, Features Intersected: N FK SALT RVR, Facility Carried by Structure: HORSHOE LAKE WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3187, Location: S 13 T 62 N R 14 W (Lat: 40.182192, Lng: -92.413258), Route carried "on" structure: County highway 269, Year Built: 2007, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2040), Design Load: HS 20, Features Intersected: N FK SALT RVR, Facility Carried by Structure: HORSHOE LAKE WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 32077, Location: S 3 T 61 N R 13 W (Lat: 40.123333, Lng: -92.346028), Route carried "on" structure: County highway 210, Year Built: 2007, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 38 (year 2040), Design Load: HS 20, Features Intersected: BR OF SALT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 32077, Location: S 3 T 61 N R 13 W (Lat: 40.123333, Lng: -92.346028), Route carried "on" structure: County highway 210, Year Built: 2007, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 38 (year 2040), Design Load: HS 20, Features Intersected: BR OF SALT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 34223, Location: S 20 T 62 N R 13 W (Lat: 40.160444, Lng: -92.382750), Route carried "on" structure: County highway 295, Year Built: 2012, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: PAULTOWN WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 94.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 34223, Location: S 20 T 62 N R 13 W (Lat: 40.160444, Lng: -92.382750), Route carried "on" structure: County highway 295, Year Built: 2012, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: PAULTOWN WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 94.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 34224, Location: S 8 T 62 N R 13 W (Lat: 40.185769, Lng: -92.383989), Route carried "on" structure: County highway 297, Year Built: 2012, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22 (year 2040), Features Intersected: TRIB N FK SALT RVR, Facility Carried by Structure: NORMAL MOUND WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, 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: 12.2m (40.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 95.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 34224, Location: S 8 T 62 N R 13 W (Lat: 40.185769, Lng: -92.383989), Route carried "on" structure: County highway 297, Year Built: 2012, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22 (year 2040), Features Intersected: TRIB N FK SALT RVR, Facility Carried by Structure: NORMAL MOUND WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, 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: 12.2m (40.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 95.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 34257, Location: S 20 T 62 N R 13 W (Lat: 40.160556, Lng: -92.371389), Route carried "on" structure: County highway 295, Year Built: 2012, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 11 (year 2040), Design Load: HS 20, Features Intersected: TRIB N FK SALT RVR, Facility Carried by Structure: PAULTOWN WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 34257, Location: S 20 T 62 N R 13 W (Lat: 40.160556, Lng: -92.371389), Route carried "on" structure: County highway 295, Year Built: 2012, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 11 (year 2040), Design Load: HS 20, Features Intersected: TRIB N FK SALT RVR, Facility Carried by Structure: PAULTOWN WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 356, Location: S 30 T 62 N R 13 W (Lat: 40.145242, Lng: -92.392022), Route carried "on" structure: State highway 6, Year Built: 1985, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 2,518 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 4,407 (year 2041), Design Load: HS 20+Mod, Features Intersected: N FK SALT RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 248.171, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum 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: Monolithic Concrete, Deck Protection: Internally Sealed
Structure Number: 356, Location: S 30 T 62 N R 13 W (Lat: 40.145242, Lng: -92.392022), Route carried "on" structure: State highway 6, Year Built: 1985, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 2,518 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 4,407 (year 2041), Design Load: HS 20+Mod, Features Intersected: N FK SALT RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 248.171, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum 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: Monolithic Concrete, Deck Protection: Internally Sealed
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Structure Number: 36367, Location: S 19 T 62 N R 13 W (Lat: 40.153128, Lng: -92.393283), Route carried "on" structure: County highway 284, Year Built: 2020, Status: Open, Structure Length: 4.43m (14.53ft), Average Daily Traffic: 5 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2040), Design Load: HS 20+Mod, Features Intersected: SALT RVR, Facility Carried by Structure: TIGER WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up
Structure Number: 36367, Location: S 19 T 62 N R 13 W (Lat: 40.153128, Lng: -92.393283), Route carried "on" structure: County highway 284, Year Built: 2020, Status: Open, Structure Length: 4.43m (14.53ft), Average Daily Traffic: 5 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2040), Design Load: HS 20+Mod, Features Intersected: SALT RVR, Facility Carried by Structure: TIGER WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up
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Structure Number: 3756, Location: S 27 T 62 N R 13 W (Lat: 40.141544, Lng: -92.345642), Route carried "on" structure: State highway 6, Year Built: 1988, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 3,395 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 5,941 (year 2041), Design Load: HS 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 252.412, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.6m (67.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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: Monolithic Concrete, Deck Protection: Internally Sealed
Structure Number: 3756, Location: S 27 T 62 N R 13 W (Lat: 40.141544, Lng: -92.345642), Route carried "on" structure: State highway 6, Year Built: 1988, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 3,395 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 5,941 (year 2041), Design Load: HS 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 252.412, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.6m (67.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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: Monolithic Concrete, Deck Protection: Internally Sealed
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Structure Number: 4013, Location: S 29 T 62 N R 13 W (Lat: 40.145975, Lng: -92.375083), Route carried "on" structure: State highway 6, Year Built: 1993, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,395 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 5,941 (year 2041), Design Load: HS 20, Features Intersected: HOG BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 249.758, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 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: Satisfactory, Culverts: Satisfactory, Operating Rating: 96.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.6 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: December 2021
Structure Number: 4013, Location: S 29 T 62 N R 13 W (Lat: 40.145975, Lng: -92.375083), Route carried "on" structure: State highway 6, Year Built: 1993, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,395 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 5,941 (year 2041), Design Load: HS 20, Features Intersected: HOG BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 249.758, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 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: Satisfactory, Culverts: Satisfactory, Operating Rating: 96.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.6 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: December 2021
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Structure Number: 4965, Location: S 30 T 62 N R 13 W (Lat: 40.148328, Lng: -92.401014), Route carried "on" structure: State highway 6, Year Built: 1926, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,518 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 4,407 (year 2041), Features Intersected: HOGE BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 247.352, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 4965, Location: S 30 T 62 N R 13 W (Lat: 40.148328, Lng: -92.401014), Route carried "on" structure: State highway 6, Year Built: 1926, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,518 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 4,407 (year 2041), Features Intersected: HOGE BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 247.352, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 5367, Location: S 28 T 62 N R 13 W (Lat: 40.146117, Lng: -92.356497), Route carried "on" structure: State highway 6, Year Built: 1930, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,395 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 5,941 (year 2041), Design Load: H 15, Features Intersected: DEER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 251.282, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, 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: 10.3m (33.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 5367, Location: S 28 T 62 N R 13 W (Lat: 40.146117, Lng: -92.356497), Route carried "on" structure: State highway 6, Year Built: 1930, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,395 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 5,941 (year 2041), Design Load: H 15, Features Intersected: DEER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 251.282, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, 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: 10.3m (33.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 8683, Location: S 25 T 62 N R 14 W (Lat: 40.142356, Lng: -92.417525), Route carried "on" structure: State highway V, Year Built: 1932, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 276 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 345 (year 2041), Design Load: H 10, Features Intersected: N TIMBER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.387, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.36m (1.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $368,000, Roadway Improvement Cost: $37,000, Total Project Cost: $552,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8683, Location: S 25 T 62 N R 14 W (Lat: 40.142356, Lng: -92.417525), Route carried "on" structure: State highway V, Year Built: 1932, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 276 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 345 (year 2041), Design Load: H 10, Features Intersected: N TIMBER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.387, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.36m (1.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $368,000, Roadway Improvement Cost: $37,000, Total Project Cost: $552,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9329, Location: S 25 T 62 N R 14 W (Lat: 40.143256, Lng: -92.416092), Route carried "on" structure: State highway V, Year Built: 1937, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 276 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 345 (year 2041), Design Load: H 10, Features Intersected: STR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.137, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, 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: 9.0m (29.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 9329, Location: S 25 T 62 N R 14 W (Lat: 40.143256, Lng: -92.416092), Route carried "on" structure: State highway V, Year Built: 1937, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 276 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 345 (year 2041), Design Load: H 10, Features Intersected: STR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.137, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, 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: 9.0m (29.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021