Bridge Statistics for Emmet, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 233ft / 70.9mTotal length
- $293,000Total costs
- 141,708Total average daily traffic
- 24,479Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Emmet
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 41960-1969
- 91970-1979
- 21980-1989
- 32000-2009
- Bridge Condition - Deck
- 6.3%Very good
- 56.3%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 6.3%Very good
- 43.8%Good
- 37.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 12.5%Very good
- 56.3%Good
- 25.0%Satisfactory
- 6.3%Fair
- Bridge Condition - Channel
- 55.6%Good
- 44.4%Satisfactory
- Bridge Condition - Culverts
- 75.0%Good
- 25.0%Satisfactory
Find on map >> Show street view
Structure Number: 1761, Location: 3.60 MI SW OF PRESCOTT (Lat: 33.755469, Lng: -93.448928), Route carried "on" structure: US 67, Year Built: 1934, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,566 (year 2028), Design Load: H 15, Features Intersected: MAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.281, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1761, Location: 3.60 MI SW OF PRESCOTT (Lat: 33.755469, Lng: -93.448928), Route carried "on" structure: US 67, Year Built: 1934, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,566 (year 2028), Design Load: H 15, Features Intersected: MAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.281, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1762, Location: 2.90 MI SW OF PRESCOTT (Lat: 33.757550, Lng: -93.437339), Route carried "on" structure: US 67, Year Built: 1934, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,566 (year 2028), Design Load: H 15, Features Intersected: STEEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.423, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1762, Location: 2.90 MI SW OF PRESCOTT (Lat: 33.757550, Lng: -93.437339), Route carried "on" structure: US 67, Year Built: 1934, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,566 (year 2028), Design Load: H 15, Features Intersected: STEEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.423, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 4767, Location: 1.5 MI. SO. OF EMMET (Lat: 33.699442, Lng: -93.458056), Route carried "on" structure: County highway 14, Year Built: 2000, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 30 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 198 (year 2017), Design Load: HS 20, Features Intersected: TERRE ROUGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.331, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4767, Location: 1.5 MI. SO. OF EMMET (Lat: 33.699442, Lng: -93.458056), Route carried "on" structure: County highway 14, Year Built: 2000, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 30 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 198 (year 2017), Design Load: HS 20, Features Intersected: TERRE ROUGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.331, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 4867, Location: 3.06 MI.E. HEMP. CO. LINE (Lat: 33.686336, Lng: -93.423714), Route carried "on" structure: County highway 14, Year Built: 2004, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 30 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 93 (year 2023), Design Load: HS 20, Features Intersected: TRAMMEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.925, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 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, 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 4867, Location: 3.06 MI.E. HEMP. CO. LINE (Lat: 33.686336, Lng: -93.423714), Route carried "on" structure: County highway 14, Year Built: 2004, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 30 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 93 (year 2023), Design Load: HS 20, Features Intersected: TRAMMEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.925, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 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, 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 5057, Location: I-30 JCT CO.RD.55 (Lat: 33.766086, Lng: -93.483322), Route carried "on" structure: County highway 55, Year Built: 1972, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 151 (year 2007), Design Load: H 20, Features Intersected: I 30-SEC 12,LM 39.34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.780, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 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, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5057, Location: I-30 JCT CO.RD.55 (Lat: 33.766086, Lng: -93.483322), Route carried "on" structure: County highway 55, Year Built: 1972, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 151 (year 2007), Design Load: H 20, Features Intersected: I 30-SEC 12,LM 39.34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.780, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 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, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 5059, Location: 0.29 NE OF HEMPSTEAD CO (Lat: 33.777339, Lng: -93.469528), Route carried "on" structure: County highway 1, Year Built: 1972, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 200 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 240 (year 2042), Design Load: H 20, Features Intersected: I 30-SEC 13-40.45
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.382, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 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, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature 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: 5059, Location: 0.29 NE OF HEMPSTEAD CO (Lat: 33.777339, Lng: -93.469528), Route carried "on" structure: County highway 1, Year Built: 1972, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 200 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 240 (year 2042), Design Load: H 20, Features Intersected: I 30-SEC 13-40.45
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.382, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 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, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 5152, Location: 9.9 MI SW PRESCOTT (Lat: 33.745208, Lng: -93.465769), Route carried "on" structure: US 67, Year Built: 1969, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,566 (year 2028), Design Load: HS 20, Features Intersected: LITTLE TERRE ROUGE REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 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, 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5152, Location: 9.9 MI SW PRESCOTT (Lat: 33.745208, Lng: -93.465769), Route carried "on" structure: US 67, Year Built: 1969, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,566 (year 2028), Design Load: HS 20, Features Intersected: LITTLE TERRE ROUGE REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 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, 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 5153, Location: 1.56 MI NE HEMPSTEAD CO. (Lat: 33.747119, Lng: -93.464397), Route carried "on" structure: US 67, Year Built: 1969, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,566 (year 2028), Design Load: HS 20, Features Intersected: LITTLE TERRE ROUGE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.511, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5153, Location: 1.56 MI NE HEMPSTEAD CO. (Lat: 33.747119, Lng: -93.464397), Route carried "on" structure: US 67, Year Built: 1969, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,566 (year 2028), Design Load: HS 20, Features Intersected: LITTLE TERRE ROUGE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.511, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 5154, Location: 1.71 MI NE HEMPSTEAD CO. (Lat: 33.748897, Lng: -93.462828), Route carried "on" structure: US 67, Year Built: 1969, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,566 (year 2028), Design Load: HS 20, Features Intersected: LITTLE TERRE ROUGE RLF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.752, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5154, Location: 1.71 MI NE HEMPSTEAD CO. (Lat: 33.748897, Lng: -93.462828), Route carried "on" structure: US 67, Year Built: 1969, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,566 (year 2028), Design Load: HS 20, Features Intersected: LITTLE TERRE ROUGE RLF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.752, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 205, Location: 2 MI N EMMET (Lat: 33.749064, Lng: -93.478619), Route carried "on" structure: County highway 55, Year Built: 1984, Status: Posted for load, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 135 (year 2007), Features Intersected: LITTLE TERRE ROUGE CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.7 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: 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: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $293,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 205, Location: 2 MI N EMMET (Lat: 33.749064, Lng: -93.478619), Route carried "on" structure: County highway 55, Year Built: 1984, Status: Posted for load, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 135 (year 2007), Features Intersected: LITTLE TERRE ROUGE CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.7 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: 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: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $293,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 22267, Location: 1.4 MILES SO OF EMMET (Lat: 33.700278, Lng: -93.458333), Route carried "on" structure: County highway 14, Year Built: 2000, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 30 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 198 (year 2017), Features Intersected: TERRE ROUGE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.203, 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: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 22267, Location: 1.4 MILES SO OF EMMET (Lat: 33.700278, Lng: -93.458333), Route carried "on" structure: County highway 14, Year Built: 2000, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 30 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 198 (year 2017), Features Intersected: TERRE ROUGE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.203, 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: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020
Find on map >> Show street view
Structure Number: A5056, Location: 8.43 MI. E.OF S.H.278 JCT (Lat: 33.757697, Lng: -93.495919), Route carried "on" structure: Interstate 30, Year Built: 1972, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 10,500 (year 2018), Truck Traffic: 48%, Average Future Daily Traffic: 13,726 (year 2028), Design Load: HS 20+Mod, Features Intersected: CARUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.831, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: A5056, Location: 8.43 MI. E.OF S.H.278 JCT (Lat: 33.757697, Lng: -93.495919), Route carried "on" structure: Interstate 30, Year Built: 1972, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 10,500 (year 2018), Truck Traffic: 48%, Average Future Daily Traffic: 13,726 (year 2028), Design Load: HS 20+Mod, Features Intersected: CARUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.831, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: A5058, Location: 9.78 MI. E OF S.H.278 JCT (Lat: 33.770628, Lng: -93.478278), Route carried "on" structure: Interstate 30, Year Built: 1972, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 13,000 (year 2018), Truck Traffic: 48%, Average Future Daily Traffic: 13,726 (year 2028), Design Load: HS 20+Mod, Features Intersected: VICKERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.004, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: A5058, Location: 9.78 MI. E OF S.H.278 JCT (Lat: 33.770628, Lng: -93.478278), Route carried "on" structure: Interstate 30, Year Built: 1972, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 13,000 (year 2018), Truck Traffic: 48%, Average Future Daily Traffic: 13,726 (year 2028), Design Load: HS 20+Mod, Features Intersected: VICKERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.004, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: B5056, Location: 8.45 MI. E OF S.H.278 JCT (Lat: 33.757575, Lng: -93.495383), Route carried "on" structure: Interstate 30, Year Built: 1972, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 10,500 (year 2018), Truck Traffic: 48%, Average Future Daily Traffic: 13,726 (year 2028), Design Load: HS 20+Mod, Features Intersected: CARUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.863, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: B5056, Location: 8.45 MI. E OF S.H.278 JCT (Lat: 33.757575, Lng: -93.495383), Route carried "on" structure: Interstate 30, Year Built: 1972, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 10,500 (year 2018), Truck Traffic: 48%, Average Future Daily Traffic: 13,726 (year 2028), Design Load: HS 20+Mod, Features Intersected: CARUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.863, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: B5058, Location: 9.79 MI. E OF S.H.278 JCT (Lat: 33.770397, Lng: -93.477878), Route carried "on" structure: Interstate 30, Year Built: 1972, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 13,000 (year 2018), Truck Traffic: 48%, Average Future Daily Traffic: 13,726 (year 2028), Design Load: HS 20+Mod, Features Intersected: VICKERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.020, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: B5058, Location: 9.79 MI. E OF S.H.278 JCT (Lat: 33.770397, Lng: -93.477878), Route carried "on" structure: Interstate 30, Year Built: 1972, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 13,000 (year 2018), Truck Traffic: 48%, Average Future Daily Traffic: 13,726 (year 2028), Design Load: HS 20+Mod, Features Intersected: VICKERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.020, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: M4027, Location: 3.71MI W JCT SH 53 & 73 (Lat: 33.662147, Lng: -93.435419), Route carried "on" structure: State highway 73, Year Built: 1979, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 140 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 150 (year 2038), Features Intersected: TRAMMEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.056, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M4027, Location: 3.71MI W JCT SH 53 & 73 (Lat: 33.662147, Lng: -93.435419), Route carried "on" structure: State highway 73, Year Built: 1979, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 140 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 150 (year 2038), Features Intersected: TRAMMEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.056, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: M4028, Location: 0.6MI E HEMPSTEAD CO LN (Lat: 33.670650, Lng: -93.465708), Route carried "on" structure: State highway 73, Year Built: 1979, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 140 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 160 (year 2038), Features Intersected: WHITE SIDE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M4028, Location: 0.6MI E HEMPSTEAD CO LN (Lat: 33.670650, Lng: -93.465708), Route carried "on" structure: State highway 73, Year Built: 1979, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 140 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 160 (year 2038), Features Intersected: WHITE SIDE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: X0036, Location: 3.01 MI SW NEVADA CO LINE (Lat: 33.745892, Lng: -93.512833), Route carried "on" structure: ServiceInterstate 30, Year Built: 1968, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 28 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2028), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.787, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: X0036, Location: 3.01 MI SW NEVADA CO LINE (Lat: 33.745892, Lng: -93.512833), Route carried "on" structure: ServiceInterstate 30, Year Built: 1968, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 28 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2028), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.787, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022
Find on map >> Show street view
Structure Number: X0185, Location: 0.8 MI NE SH 299 (Lat: 33.745369, Lng: -93.512781), Route carried "on" structure: Interstate 30, Year Built: 1972, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 27,452 (year 2028), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.723, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: X0185, Location: 0.8 MI NE SH 299 (Lat: 33.745369, Lng: -93.512781), Route carried "on" structure: Interstate 30, Year Built: 1972, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 27,452 (year 2028), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.723, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
Find on map >> Show street view
Structure Number: X0608, Location: 2 MI SO OF EMMET (Lat: 33.689903, Lng: -93.458467), Route carried "on" structure: County highway 14, Year Built: 1986, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 30 (year 2018), Truck Traffic: 25%, Average Future Daily Traffic: 198 (year 2017), Design Load: H 20, Features Intersected: BRANCH OF TERRE ROUGE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.377, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: X0608, Location: 2 MI SO OF EMMET (Lat: 33.689903, Lng: -93.458467), Route carried "on" structure: County highway 14, Year Built: 1986, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 30 (year 2018), Truck Traffic: 25%, Average Future Daily Traffic: 198 (year 2017), Design Load: H 20, Features Intersected: BRANCH OF TERRE ROUGE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.377, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Find on map >> Show street view
Structure Number: 5057, Location: I-30 JCT CO.RD.55 (Lat: 33.766086, Lng: -93.483322), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 30-SEC 12,LM 39.34, Facility Carried by Structure: CO RD 55
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 63.312, Length of Maximum Span: 0.0m
Structure Number: 5057, Location: I-30 JCT CO.RD.55 (Lat: 33.766086, Lng: -93.483322), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 30-SEC 12,LM 39.34, Facility Carried by Structure: CO RD 55
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 63.312, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 5057, Location: I-30 JCT CO.RD.55 (Lat: 33.766086, Lng: -93.483322), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 30-SEC 12,LM 39.34, Facility Carried by Structure: CO RD 55
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 63.312, Length of Maximum Span: 0.0m
Structure Number: 5057, Location: I-30 JCT CO.RD.55 (Lat: 33.766086, Lng: -93.483322), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 30-SEC 12,LM 39.34, Facility Carried by Structure: CO RD 55
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 63.312, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 5059, Location: 0.29 NE OF HEMPSTEAD CO (Lat: 33.777339, Lng: -93.469528), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 30-SEC 13-40.45, Facility Carried by Structure: CO RD 1-E- 1.48
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 65.098, Length of Maximum Span: 0.0m
Structure Number: 5059, Location: 0.29 NE OF HEMPSTEAD CO (Lat: 33.777339, Lng: -93.469528), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 30-SEC 13-40.45, Facility Carried by Structure: CO RD 1-E- 1.48
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 65.098, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 5059, Location: 0.29 NE OF HEMPSTEAD CO (Lat: 33.777339, Lng: -93.469528), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 30-SEC 13-40.45, Facility Carried by Structure: CO RD 1-E- 1.48
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 65.098, Length of Maximum Span: 0.0m
Structure Number: 5059, Location: 0.29 NE OF HEMPSTEAD CO (Lat: 33.777339, Lng: -93.469528), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 30-SEC 13-40.45, Facility Carried by Structure: CO RD 1-E- 1.48
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 65.098, Length of Maximum Span: 0.0m