Bridge Statistics for Ecru, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 32Number of bridges
- 443ft / 135mTotal length
- $2,198,000Total costs
- 65,760Total average daily traffic
- 8,599Total average daily truck traffic
- 69,745Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Ecru
- No street view available for this location
- New bridges - historical statistics
- 91970-1979
- 71980-1989
- 31990-1999
- 72000-2009
- 42010-2019
- 22020-2022
- Bridge Condition - Deck
- 29.6%Very good
- 51.9%Good
- 18.5%Satisfactory
- Bridge Condition - Superstructure
- 3.7%Excellent
- 59.3%Very good
- 25.9%Good
- 3.7%Satisfactory
- 7.4%Fair
- Bridge Condition - Substructure
- 3.7%Excellent
- 33.3%Very good
- 48.1%Good
- 11.1%Satisfactory
- 3.7%Fair
- Bridge Condition - Channel
- 20.0%Very good
- 40.0%Good
- 23.3%Satisfactory
- 13.3%Fair
- 3.3%Poor
- Bridge Condition - Culverts
- 60.0%Good
- 20.0%Satisfactory
- 20.0%Poor
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Structure Number: 31000150582849, Location: 2.0 MI S UNION CL (Lat: 34.348767, Lng: -89.034544), Route carried "on" structure: State highway 15, Year Built: 1970, Status: Open, Structure Length: 17.07m (56.00ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 20, Features Intersected: LAPPATUBBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.954, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 12, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31000150582849, Location: 2.0 MI S UNION CL (Lat: 34.348767, Lng: -89.034544), Route carried "on" structure: State highway 15, Year Built: 1970, Status: Open, Structure Length: 17.07m (56.00ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 20, Features Intersected: LAPPATUBBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.954, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 12, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31000150582849A, Location: 0.1 MI S SR 345 (Lat: 34.350681, Lng: -89.034289), Route carried "on" structure: State highway 15, Year Built: 2019, Status: Open, Structure Length: 18.05m (59.22ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HL 93, Features Intersected: LAPPATUBBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.325, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000150582849A, Location: 0.1 MI S SR 345 (Lat: 34.350681, Lng: -89.034289), Route carried "on" structure: State highway 15, Year Built: 2019, Status: Open, Structure Length: 18.05m (59.22ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HL 93, Features Intersected: LAPPATUBBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.325, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000150582866A, Location: 1.5 MI N SR 345 (Lat: 34.372439, Lng: -89.026089), Route carried "on" structure: State highway 15, Year Built: 2019, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 4,100 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,100 (year 2040), Design Load: HL 93, Features Intersected: TANGLEFOOT TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.797, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000150582866A, Location: 1.5 MI N SR 345 (Lat: 34.372439, Lng: -89.026089), Route carried "on" structure: State highway 15, Year Built: 2019, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 4,100 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,100 (year 2040), Design Load: HL 93, Features Intersected: TANGLEFOOT TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.797, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000150582866B, Location: 1.5 MI N SR 345 (Lat: 34.371864, Lng: -89.025864), Route carried "on" structure: State highway 15, Year Built: 2020, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 4,100 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,100 (year 2040), Design Load: HL 93, Features Intersected: TANGLEFOOT TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.636, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000150582866B, Location: 1.5 MI N SR 345 (Lat: 34.371864, Lng: -89.025864), Route carried "on" structure: State highway 15, Year Built: 2020, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 4,100 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,100 (year 2040), Design Load: HL 93, Features Intersected: TANGLEFOOT TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.636, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000150732876, Location: 0.5 MI N PONTOTOC CL (Lat: 34.386875, Lng: -89.020208), Route carried "on" structure: State highway 15, Year Built: 1970, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 8,200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 8,600 (year 2040), Design Load: HS 20, Features Intersected: OKANNATIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.785, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31000150732876, Location: 0.5 MI N PONTOTOC CL (Lat: 34.386875, Lng: -89.020208), Route carried "on" structure: State highway 15, Year Built: 1970, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 8,200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 8,600 (year 2040), Design Load: HS 20, Features Intersected: OKANNATIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.785, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31000150732878, Location: 0.7 MI N PONTOTOC CL (Lat: 34.389664, Lng: -89.019158), Route carried "on" structure: State highway 15, Year Built: 1970, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 8,200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 8,600 (year 2040), Design Load: HS 20, Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.109, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.8 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31000150732878, Location: 0.7 MI N PONTOTOC CL (Lat: 34.389664, Lng: -89.019158), Route carried "on" structure: State highway 15, Year Built: 1970, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 8,200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 8,600 (year 2040), Design Load: HS 20, Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.109, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.8 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31000150732881, Location: 0.9 MI N PONTOTOC CL (Lat: 34.393483, Lng: -89.017725), Route carried "on" structure: State highway 15, Year Built: 1970, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 8,200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 8,600 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.553, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2021
Structure Number: 31000150732881, Location: 0.9 MI N PONTOTOC CL (Lat: 34.393483, Lng: -89.017725), Route carried "on" structure: State highway 15, Year Built: 1970, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 8,200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 8,600 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.553, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2021
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Structure Number: 31003450580064, Location: 2.7 MI S UNION CL (Lat: 34.340972, Lng: -88.983858), Route carried "on" structure: State highway 345, Year Built: 1975, Status: Open, Structure Length: 4.01m (13.16ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: HS 20, Features Intersected: CHEERY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.545, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31003450580064, Location: 2.7 MI S UNION CL (Lat: 34.340972, Lng: -88.983858), Route carried "on" structure: State highway 345, Year Built: 1975, Status: Open, Structure Length: 4.01m (13.16ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: HS 20, Features Intersected: CHEERY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.545, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31003460580073, Location: 2.3 MI W SR15 (Lat: 34.350661, Lng: -89.076283), Route carried "on" structure: State highway 346, Year Built: 1986, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,900 (year 2040), Design Load: HS 20, Features Intersected: BYRDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.735, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31003460580073, Location: 2.3 MI W SR15 (Lat: 34.350661, Lng: -89.076283), Route carried "on" structure: State highway 346, Year Built: 1986, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,900 (year 2040), Design Load: HS 20, Features Intersected: BYRDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.735, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31003460580083, Location: 1.3 MI W SR 15 (Lat: 34.343597, Lng: -89.059322), Route carried "on" structure: State highway 346, Year Built: 1988, Status: Open, Structure Length: 5.54m (18.18ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,900 (year 2040), Design Load: HS 20, Features Intersected: JOHN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.496, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 31003460580083, Location: 1.3 MI W SR 15 (Lat: 34.343597, Lng: -89.059322), Route carried "on" structure: State highway 346, Year Built: 1988, Status: Open, Structure Length: 5.54m (18.18ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,900 (year 2040), Design Load: HS 20, Features Intersected: JOHN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.496, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 31007620730004, Location: 0.8 MI W SR 15 (Lat: 34.409169, Lng: -89.030817), Route carried "on" structure: State highway 762, Year Built: 2001, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: H 15, Features Intersected: JONES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.713, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31007620730004, Location: 0.8 MI W SR 15 (Lat: 34.409169, Lng: -89.030817), Route carried "on" structure: State highway 762, Year Built: 2001, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: H 15, Features Intersected: JONES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.713, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA5800000000001, Location: SEC 23 T 8S R 1E (Lat: 34.367944, Lng: -89.167417), Route carried "on" structure: County highway 130, Year Built: 1984, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 890 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 1,335 (year 2034), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: ESPERANZA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.150, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $28,000, Total Project Cost: $347,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5800000000001, Location: SEC 23 T 8S R 1E (Lat: 34.367944, Lng: -89.167417), Route carried "on" structure: County highway 130, Year Built: 1984, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 890 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 1,335 (year 2034), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: ESPERANZA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.150, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $28,000, Total Project Cost: $347,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5800000000006, Location: SEC 25 T 8S R 2E B (Lat: 34.355556, Lng: -89.052222), Route carried "on" structure: County highway 174, Year Built: 1984, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 120 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 180 (year 2033), Design Load: HS 20, Features Intersected: LAPPATUBBY CREEK, Facility Carried by Structure: QT TODD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, 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: 7, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5800000000006, Location: SEC 25 T 8S R 2E B (Lat: 34.355556, Lng: -89.052222), Route carried "on" structure: County highway 174, Year Built: 1984, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 120 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 180 (year 2033), Design Load: HS 20, Features Intersected: LAPPATUBBY CREEK, Facility Carried by Structure: QT TODD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, 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: 7, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5800000000007, Location: SEC 30 T 8S R 3E (Lat: 34.355250, Lng: -89.029361), Route carried "on" structure: City street 505, Year Built: 2000, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 500 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2033), Design Load: HS 20, Features Intersected: TRIBUTARY LAPPATUBBY CR, Facility Carried by Structure: OLD HIGHWAY 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5800000000007, Location: SEC 30 T 8S R 3E (Lat: 34.355250, Lng: -89.029361), Route carried "on" structure: City street 505, Year Built: 2000, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 500 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2033), Design Load: HS 20, Features Intersected: TRIBUTARY LAPPATUBBY CR, Facility Carried by Structure: OLD HIGHWAY 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5800000000008, Location: SEC 30 T 8S R 3E (Lat: 34.358361, Lng: -89.024889), Route carried "on" structure: City street 512, Year Built: 2010, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 450 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 675 (year 2033), Design Load: HL 93, Features Intersected: TRIBUTARY OF LAPPATUBBY, Facility Carried by Structure: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, 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: Superior 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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5800000000008, Location: SEC 30 T 8S R 3E (Lat: 34.358361, Lng: -89.024889), Route carried "on" structure: City street 512, Year Built: 2010, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 450 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 675 (year 2033), Design Load: HL 93, Features Intersected: TRIBUTARY OF LAPPATUBBY, Facility Carried by Structure: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, 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: Superior 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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5800000000009, Location: SEC 31 T 8S R 3E B (Lat: 34.337972, Lng: -89.022361), Route carried "on" structure: County highway 83, Year Built: 2006, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 100 (year 2013), Average Future Daily Traffic: 150 (year 2033), Design Load: HS 20, Features Intersected: CHERRY CREEK, Facility Carried by Structure: BRASSFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.977, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5800000000009, Location: SEC 31 T 8S R 3E B (Lat: 34.337972, Lng: -89.022361), Route carried "on" structure: County highway 83, Year Built: 2006, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 100 (year 2013), Average Future Daily Traffic: 150 (year 2033), Design Load: HS 20, Features Intersected: CHERRY CREEK, Facility Carried by Structure: BRASSFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.977, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5800000000023, Location: SEC 11 T 9S R 2E B (Lat: 34.321833, Lng: -89.066139), Route carried "on" structure: County highway 171, Year Built: 1983, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 350 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 525 (year 2033), Design Load: HS 20, Features Intersected: JOHNS CREEK, Facility Carried by Structure: FRIENDSHIP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: SA5800000000023, Location: SEC 11 T 9S R 2E B (Lat: 34.321833, Lng: -89.066139), Route carried "on" structure: County highway 171, Year Built: 1983, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 350 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 525 (year 2033), Design Load: HS 20, Features Intersected: JOHNS CREEK, Facility Carried by Structure: FRIENDSHIP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: SA580000000A01, Location: SEC 32 T 8S R 3E (Lat: 34.339361, Lng: -89.007333), Route carried "on" structure: County highway 82, Year Built: 2015, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 70 (year 2013), Average Future Daily Traffic: 110 (year 2035), Design Load: HL 93, Features Intersected: CHERRY CREEK, Facility Carried by Structure: TUTOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.5 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: 39.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA580000000A01, Location: SEC 32 T 8S R 3E (Lat: 34.339361, Lng: -89.007333), Route carried "on" structure: County highway 82, Year Built: 2015, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 70 (year 2013), Average Future Daily Traffic: 110 (year 2035), Design Load: HL 93, Features Intersected: CHERRY CREEK, Facility Carried by Structure: TUTOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.5 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: 39.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7300000000117, Location: SEC 10 T 8S R 2E B (Lat: 34.403317, Lng: -89.069633), Route carried "on" structure: County highway 922, Year Built: 1987, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2040), Design Load: HS 20, Features Intersected: JONES CREEK, Facility Carried by Structure: COUNTY ROAD 47
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7300000000117, Location: SEC 10 T 8S R 2E B (Lat: 34.403317, Lng: -89.069633), Route carried "on" structure: County highway 922, Year Built: 1987, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2040), Design Load: HS 20, Features Intersected: JONES CREEK, Facility Carried by Structure: COUNTY ROAD 47
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7300000000122, Location: SEC 14 T 8S R 2E (Lat: 34.388272, Lng: -89.060722), Route carried "on" structure: County highway 420, Year Built: 2003, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 60 (year 2020), Average Future Daily Traffic: 90 (year 2040), Design Load: HS 20, Features Intersected: OKANNATIE CREEK, Facility Carried by Structure: COUNTY ROAD 97
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7300000000122, Location: SEC 14 T 8S R 2E (Lat: 34.388272, Lng: -89.060722), Route carried "on" structure: County highway 420, Year Built: 2003, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 60 (year 2020), Average Future Daily Traffic: 90 (year 2040), Design Load: HS 20, Features Intersected: OKANNATIE CREEK, Facility Carried by Structure: COUNTY ROAD 97
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7300000000123, Location: SEC 14 T 8S R 2E (Lat: 34.387344, Lng: -89.060744), Route carried "on" structure: County highway 420, Year Built: 2003, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 60 (year 2020), Average Future Daily Traffic: 90 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: COUNTY ROAD 97
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7300000000123, Location: SEC 14 T 8S R 2E (Lat: 34.387344, Lng: -89.060744), Route carried "on" structure: County highway 420, Year Built: 2003, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 60 (year 2020), Average Future Daily Traffic: 90 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: COUNTY ROAD 97
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7300000000129, Location: SEC 3 T 8S R 3E B (Lat: 34.410644, Lng: -88.980331), Route carried "on" structure: County highway 433, Year Built: 1977, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 390 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 585 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK, Facility Carried by Structure: COUNTY ROAD 107
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.471, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: SA7300000000129, Location: SEC 3 T 8S R 3E B (Lat: 34.410644, Lng: -88.980331), Route carried "on" structure: County highway 433, Year Built: 1977, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 390 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 585 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK, Facility Carried by Structure: COUNTY ROAD 107
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.471, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: SA7300000000131, Location: SEC 8 T 8S R 3E B (Lat: 34.394583, Lng: -88.999000), Route carried "on" structure: County highway 433, Year Built: 1976, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 390 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 585 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: COUNTY ROAD 107
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 69.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: SA7300000000131, Location: SEC 8 T 8S R 3E B (Lat: 34.394583, Lng: -88.999000), Route carried "on" structure: County highway 433, Year Built: 1976, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 390 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 585 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: COUNTY ROAD 107
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 69.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: SA7300000000132, Location: SEC 9 T 8S R 3E B (Lat: 34.394158, Lng: -88.995453), Route carried "on" structure: County highway 433, Year Built: 1976, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 390 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 585 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK, Facility Carried by Structure: COUNTY ROAD 107
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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: November 2021
Structure Number: SA7300000000132, Location: SEC 9 T 8S R 3E B (Lat: 34.394158, Lng: -88.995453), Route carried "on" structure: County highway 433, Year Built: 1976, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 390 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 585 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK, Facility Carried by Structure: COUNTY ROAD 107
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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: November 2021
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Structure Number: SA7300000000134, Location: SEC 14 T 8S R 3E B (Lat: 34.388789, Lng: -88.963692), Route carried "on" structure: County highway 66, Year Built: 1983, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 120 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 180 (year 2040), Design Load: HS 15, Features Intersected: OKANNATIE, Facility Carried by Structure: COUNTY ROAD 121
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7300000000134, Location: SEC 14 T 8S R 3E B (Lat: 34.388789, Lng: -88.963692), Route carried "on" structure: County highway 66, Year Built: 1983, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 120 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 180 (year 2040), Design Load: HS 15, Features Intersected: OKANNATIE, Facility Carried by Structure: COUNTY ROAD 121
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7300000000135, Location: SEC 14 T 8S R 3E (Lat: 34.379492, Lng: -88.948122), Route carried "on" structure: County highway 90, Year Built: 1991, Year Reconstructed: 2014, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 75 (year 2034), Features Intersected: P0PLAR SPRINGS CREEK, Facility Carried by Structure: COUNTY ROAD 120
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, 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: 3, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $130,000, Total Project Cost: $241,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: SA7300000000135, Location: SEC 14 T 8S R 3E (Lat: 34.379492, Lng: -88.948122), Route carried "on" structure: County highway 90, Year Built: 1991, Year Reconstructed: 2014, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 75 (year 2034), Features Intersected: P0PLAR SPRINGS CREEK, Facility Carried by Structure: COUNTY ROAD 120
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, 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: 3, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $130,000, Total Project Cost: $241,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: SA7300000000136, Location: SEC 14 T 8S R 3E (Lat: 34.387833, Lng: -88.960333), Route carried "on" structure: County highway 91, Year Built: 1990, Status: Posted for load, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 75 (year 2034), Features Intersected: POPLAR SPRINGS CREEK, Facility Carried by Structure: COUNTY ROAD 119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.1m (13.5ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.3m (30.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $200,000, Total Project Cost: $413,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA7300000000136, Location: SEC 14 T 8S R 3E (Lat: 34.387833, Lng: -88.960333), Route carried "on" structure: County highway 91, Year Built: 1990, Status: Posted for load, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 75 (year 2034), Features Intersected: POPLAR SPRINGS CREEK, Facility Carried by Structure: COUNTY ROAD 119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.1m (13.5ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.3m (30.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $200,000, Total Project Cost: $413,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA7300000000137, Location: SEC 15 T 8S R 3E (Lat: 34.388225, Lng: -88.972467), Route carried "on" structure: County highway 246, Year Built: 1999, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 60 (year 2020), Average Future Daily Traffic: 90 (year 2040), Design Load: HS 20, Features Intersected: OKANNATIE CREEK, Facility Carried by Structure: COUNTY ROAD 116
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7300000000137, Location: SEC 15 T 8S R 3E (Lat: 34.388225, Lng: -88.972467), Route carried "on" structure: County highway 246, Year Built: 1999, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 60 (year 2020), Average Future Daily Traffic: 90 (year 2040), Design Load: HS 20, Features Intersected: OKANNATIE CREEK, Facility Carried by Structure: COUNTY ROAD 116
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7300000000139, Location: SEC 16 T 8S R 3E (Lat: 34.388961, Lng: -88.998672), Route carried "on" structure: County highway 100, Year Built: 2008, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 225 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK, Facility Carried by Structure: COUNTY ROAD 108
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.954, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.98m (13.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $56,000, Total Project Cost: $334,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels
Structure Number: SA7300000000139, Location: SEC 16 T 8S R 3E (Lat: 34.388961, Lng: -88.998672), Route carried "on" structure: County highway 100, Year Built: 2008, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 225 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK, Facility Carried by Structure: COUNTY ROAD 108
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.954, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.98m (13.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $56,000, Total Project Cost: $334,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels
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Structure Number: SA730000000014, Location: SEC 16 T 8S R 3E (Lat: 34.388042, Lng: -88.998306), Route carried "on" structure: County highway 100, Year Built: 2008, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 225 (year 2040), Design Load: HS 20, Features Intersected: OKANNATIE CREEK, Facility Carried by Structure: COUNTY ROAD 108
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.954, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $442,000, Roadway Improvement Cost: $110,000, Total Project Cost: $663,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA730000000014, Location: SEC 16 T 8S R 3E (Lat: 34.388042, Lng: -88.998306), Route carried "on" structure: County highway 100, Year Built: 2008, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 225 (year 2040), Design Load: HS 20, Features Intersected: OKANNATIE CREEK, Facility Carried by Structure: COUNTY ROAD 108
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.954, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $442,000, Roadway Improvement Cost: $110,000, Total Project Cost: $663,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7300000000164, Location: SEC 17 T 8S R 3E (Lat: 34.382983, Lng: -89.019500), Route carried "on" structure: County highway 294, Year Built: 1975, Status: Posted for load, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 10 (year 2014), Average Future Daily Traffic: 15 (year 2034), Features Intersected: UNNAMED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.137, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 8.4m (27.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 6.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.9 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: 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $50,000, Total Project Cost: $200,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA7300000000164, Location: SEC 17 T 8S R 3E (Lat: 34.382983, Lng: -89.019500), Route carried "on" structure: County highway 294, Year Built: 1975, Status: Posted for load, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 10 (year 2014), Average Future Daily Traffic: 15 (year 2034), Features Intersected: UNNAMED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.137, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 8.4m (27.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 6.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.9 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: 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $50,000, Total Project Cost: $200,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA730000000A12, Location: SEC 12 T 8S R 2E (Lat: 34.404381, Lng: -89.036706), Route carried "on" structure: County highway 187, Year Built: 2021, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2038), Design Load: HL 93, Features Intersected: JONES CREEK, Facility Carried by Structure: OUNTY ROAD 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.4m (14.4ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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 desirable 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: October 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: SA730000000A12, Location: SEC 12 T 8S R 2E (Lat: 34.404381, Lng: -89.036706), Route carried "on" structure: County highway 187, Year Built: 2021, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2038), Design Load: HL 93, Features Intersected: JONES CREEK, Facility Carried by Structure: OUNTY ROAD 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.4m (14.4ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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 desirable 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: October 2021, Deck Structure Type: Concrete Precast Panels