Bridge Statistics for Beechwood, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 141ft / 43.1mTotal length
- $1,892,296,000Total costs
- 71,878Total average daily traffic
- 15,663Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Beechwood
- No street view available for this location
- New bridges - historical statistics
- 91960-1969
- 11970-1979
- 21990-1999
- 12000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 10.0%Very good
- 50.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 10.0%Very good
- 60.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Substructure
- 10.0%Very good
- 40.0%Good
- 50.0%Satisfactory
- Bridge Condition - Channel
- 12.5%Excellent
- 25.0%Very good
- 12.5%Good
- 37.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
Find on map >> Show street view
Structure Number: 11000200750095, Location: 2.0 MI E Mt Albin Rd (Lat: 32.353275, Lng: -90.766911), Route carried "on" structure: Interstate 20, Year Built: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 30,000 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 35,000 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.548, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 11000200750095, Location: 2.0 MI E Mt Albin Rd (Lat: 32.353275, Lng: -90.766911), Route carried "on" structure: Interstate 20, Year Built: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 30,000 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 35,000 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.548, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Find on map >> Show street view
Structure Number: 31000270751265, Location: 1.4 MI S US 80 (Lat: 32.326503, Lng: -90.817153), Route carried "on" structure: State highway 27, Year Built: 1962, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 4,900 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,900 (year 2040), Design Load: HS 20, Features Intersected: KCS RR / STENSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.647, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $91,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $337,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000270751265, Location: 1.4 MI S US 80 (Lat: 32.326503, Lng: -90.817153), Route carried "on" structure: State highway 27, Year Built: 1962, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 4,900 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,900 (year 2040), Design Load: HS 20, Features Intersected: KCS RR / STENSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.647, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $91,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $337,000,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 31000270751269, Location: 1.0 MI S US 80 (Lat: 32.331342, Lng: -90.820469), Route carried "on" structure: State highway 27, Year Built: 1962, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 4,900 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,900 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.276, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $68,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $311,000,000
Structure Number: 31000270751269, Location: 1.0 MI S US 80 (Lat: 32.331342, Lng: -90.820469), Route carried "on" structure: State highway 27, Year Built: 1962, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 4,900 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,900 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.276, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $68,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $311,000,000
Find on map >> Show street view
Structure Number: 41000200750072A, Location: 1.7 MI E US 61 (Lat: 32.352075, Lng: -90.800650), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 740 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 740 (year 2040), Design Load: HS 15, Features Intersected: I 20, Facility Carried by Structure: MT ALBAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.311, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $316,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $620,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41000200750072A, Location: 1.7 MI E US 61 (Lat: 32.352075, Lng: -90.800650), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 740 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 740 (year 2040), Design Load: HS 15, Features Intersected: I 20, Facility Carried by Structure: MT ALBAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.311, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $316,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $620,000,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 41000200750072B, Location: 1.7 MI E US 61 (Lat: 32.351369, Lng: -90.799847), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 740 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 740 (year 2040), Design Load: HS 15, Features Intersected: I 20, Facility Carried by Structure: MT ALBAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.202, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $316,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $620,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41000200750072B, Location: 1.7 MI E US 61 (Lat: 32.351369, Lng: -90.799847), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 740 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 740 (year 2040), Design Load: HS 15, Features Intersected: I 20, Facility Carried by Structure: MT ALBAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.202, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $316,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $620,000,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: SA7500000000026, Location: SEC 5 T15N R 4E B (Lat: 32.309028, Lng: -90.831611), Route carried "on" structure: County highway 153, Year Built: 1967, Status: Posted for load, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 993 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,291 (year 2042), Design Load: H 15, Features Intersected: HATCHERS BAYOU, Facility Carried by Structure: LEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 5.31m (17.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $470,000, Roadway Improvement Cost: $376,000, Total Project Cost: $846,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA7500000000026, Location: SEC 5 T15N R 4E B (Lat: 32.309028, Lng: -90.831611), Route carried "on" structure: County highway 153, Year Built: 1967, Status: Posted for load, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 993 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,291 (year 2042), Design Load: H 15, Features Intersected: HATCHERS BAYOU, Facility Carried by Structure: LEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 5.31m (17.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $470,000, Roadway Improvement Cost: $376,000, Total Project Cost: $846,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: SA7500000000027, Location: SEC 5 T15N R 4E B (Lat: 32.305139, Lng: -90.828056), Route carried "on" structure: County highway 153, Year Built: 1967, Status: Open, Structure Length: 3.25m (10.66ft), Average Daily Traffic: 1,523 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 2,285 (year 2043), Design Load: H 15, Features Intersected: LOCAL CREEK, Facility Carried by Structure: LEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 17.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.12m (13.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $293,000, Total Project Cost: $659,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA7500000000027, Location: SEC 5 T15N R 4E B (Lat: 32.305139, Lng: -90.828056), Route carried "on" structure: County highway 153, Year Built: 1967, Status: Open, Structure Length: 3.25m (10.66ft), Average Daily Traffic: 1,523 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 2,285 (year 2043), Design Load: H 15, Features Intersected: LOCAL CREEK, Facility Carried by Structure: LEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 17.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.12m (13.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $293,000, Total Project Cost: $659,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: SA7500000000031, Location: SEC 22 T15N R 4E (Lat: 32.261972, Lng: -90.791833), Route carried "on" structure: County highway 375, Year Built: 2007, Status: Open, Structure Length: 2.91m (9.55ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 130 (year 2043), Design Load: HS 20, Features Intersected: LOCAL CREEK, Facility Carried by Structure: TIMBERLANE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.82m (12.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $356,000, Roadway Improvement Cost: $285,000, Total Project Cost: $641,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels
Structure Number: SA7500000000031, Location: SEC 22 T15N R 4E (Lat: 32.261972, Lng: -90.791833), Route carried "on" structure: County highway 375, Year Built: 2007, Status: Open, Structure Length: 2.91m (9.55ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 130 (year 2043), Design Load: HS 20, Features Intersected: LOCAL CREEK, Facility Carried by Structure: TIMBERLANE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.82m (12.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $356,000, Roadway Improvement Cost: $285,000, Total Project Cost: $641,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: SA7500000000071, Location: SEC 28 T16N R 4E B (Lat: 32.336944, Lng: -90.788583), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 660 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 900 (year 2042), Design Load: HS 20, Features Intersected: KANSAS CITY SOUTHERN RR, Facility Carried by Structure: WARRIOR TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA7500000000071, Location: SEC 28 T16N R 4E B (Lat: 32.336944, Lng: -90.788583), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 660 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 900 (year 2042), Design Load: HS 20, Features Intersected: KANSAS CITY SOUTHERN RR, Facility Carried by Structure: WARRIOR TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: SA7500000000073, Location: SEC 29 T16N R 4E B (Lat: 32.337472, Lng: -90.793417), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 660 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 900 (year 2042), Design Load: HS 20, Features Intersected: KANSAS CITY SOUTHERN RR, Facility Carried by Structure: MT ALBAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $226,000, Roadway Improvement Cost: $181,000, Total Project Cost: $407,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA7500000000073, Location: SEC 29 T16N R 4E B (Lat: 32.337472, Lng: -90.793417), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 660 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 900 (year 2042), Design Load: HS 20, Features Intersected: KANSAS CITY SOUTHERN RR, Facility Carried by Structure: MT ALBAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $226,000, Roadway Improvement Cost: $181,000, Total Project Cost: $407,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: SA7500000000075, Location: SEC 34 T16N R 4E B (Lat: 32.321667, Lng: -90.828333), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 1,874 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 2,811 (year 2043), Design Load: H 15, Features Intersected: LOCAL CREEK, Facility Carried by Structure: OLD HWY 27
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.88m (9.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $208,000, Total Project Cost: $468,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7500000000075, Location: SEC 34 T16N R 4E B (Lat: 32.321667, Lng: -90.828333), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 1,874 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 2,811 (year 2043), Design Load: H 15, Features Intersected: LOCAL CREEK, Facility Carried by Structure: OLD HWY 27
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.88m (9.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $208,000, Total Project Cost: $468,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: SA750000000A067, Location: SEC 12 T16N R 4E B (Lat: 32.382419, Lng: -90.759017), Route carried "on" structure: County highway 15, Year Built: 2020, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 537 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 806 (year 2043), Design Load: HL 93, Features Intersected: MUDDY CREEK, Facility Carried by Structure: FREETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.277, 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: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 49.6 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: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.89m (19.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $580,000, Roadway Improvement Cost: $464,000, Total Project Cost: $1,044,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA750000000A067, Location: SEC 12 T16N R 4E B (Lat: 32.382419, Lng: -90.759017), Route carried "on" structure: County highway 15, Year Built: 2020, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 537 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 806 (year 2043), Design Load: HL 93, Features Intersected: MUDDY CREEK, Facility Carried by Structure: FREETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.277, 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: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 49.6 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: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.89m (19.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $580,000, Roadway Improvement Cost: $464,000, Total Project Cost: $1,044,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: SA750000000A076, Location: SEC 35 T16N R 4E B (Lat: 32.318611, Lng: -90.823528), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,001 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,502 (year 2043), Design Load: HL 93, Features Intersected: LOCAL CREEK, Facility Carried by Structure: OLD HWY 27
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.300, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $103,000, Total Project Cost: $231,000 ( Estimate for 2021)
Structure Number: SA750000000A076, Location: SEC 35 T16N R 4E B (Lat: 32.318611, Lng: -90.823528), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,001 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,502 (year 2043), Design Load: HL 93, Features Intersected: LOCAL CREEK, Facility Carried by Structure: OLD HWY 27
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.300, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $103,000, Total Project Cost: $231,000 ( Estimate for 2021)
Find on map >> Show street view
Structure Number: 41000200750072A, Location: 1.7 MI E US 61 (Lat: 32.352075, Lng: -90.800650), Route carried "under" structure: Interstate 20, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2017), Truck Traffic: 20%, Features Intersected: I 20, Facility Carried by Structure: MT ALBAN ROAD
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 2.309, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 41000200750072A, Location: 1.7 MI E US 61 (Lat: 32.352075, Lng: -90.800650), Route carried "under" structure: Interstate 20, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2017), Truck Traffic: 20%, Features Intersected: I 20, Facility Carried by Structure: MT ALBAN ROAD
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 2.309, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.4m (80.1ft)
Find on map >> Show street view
Structure Number: 41000200750072B, Location: 1.7 MI E US 61 (Lat: 32.351550, Lng: -90.800050), Route carried "under" structure: Interstate 20, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 7,750 (year 2017), Truck Traffic: 20%, Features Intersected: I 20, Facility Carried by Structure: MT ALBAN ROAD
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 14.417, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 41000200750072B, Location: 1.7 MI E US 61 (Lat: 32.351550, Lng: -90.800050), Route carried "under" structure: Interstate 20, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 7,750 (year 2017), Truck Traffic: 20%, Features Intersected: I 20, Facility Carried by Structure: MT ALBAN ROAD
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 14.417, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.4m (80.1ft)