Bridge Statistics for Murfreesboro, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 164ft / 50.3mTotal length
- 14,817Total average daily traffic
- 555Total average daily truck traffic
- 15,015Total future (year 2007) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Murfreesboro
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 11950-1959
- 11960-1969
- 41970-1979
- 41980-1989
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 50.0%Good
- 40.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 10.0%Very good
- 50.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 10.0%Very good
- 50.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 14.3%Very good
- 50.0%Good
- 35.7%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 1623, Location: 2.25 M SW MURFREESBORO (Lat: 34.047197, Lng: -93.725189), Route carried "on" structure: State highway 27, Year Built: 1933, Year Reconstructed: 1983, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,013 (year 2028), Design Load: H 15, Features Intersected: LITTLE MISSOURI RIVER RE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.679, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
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: Better than 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1623, Location: 2.25 M SW MURFREESBORO (Lat: 34.047197, Lng: -93.725189), Route carried "on" structure: State highway 27, Year Built: 1933, Year Reconstructed: 1983, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,013 (year 2028), Design Load: H 15, Features Intersected: LITTLE MISSOURI RIVER RE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.679, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
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: Better than 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4418, Location: .3 MI SO OF SH 301 (Lat: 34.022208, Lng: -93.666664), Route carried "on" structure: County highway 6, Year Built: 1982, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 130 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 94 (year 2007), Design Load: H 15, Features Intersected: LITTLE MO. RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4418, Location: .3 MI SO OF SH 301 (Lat: 34.022208, Lng: -93.666664), Route carried "on" structure: County highway 6, Year Built: 1982, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 130 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 94 (year 2007), Design Load: H 15, Features Intersected: LITTLE MO. RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 454, Location: 1.64 M W JCT SH 27 (Lat: 34.085622, Lng: -93.708092), Route carried "on" structure: County highway 5, Year Built: 1986, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 264 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 199 (year 2007), Design Load: HS 20, Features Intersected: LITTLE MISSOURI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.639, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 454, Location: 1.64 M W JCT SH 27 (Lat: 34.085622, Lng: -93.708092), Route carried "on" structure: County highway 5, Year Built: 1986, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 264 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 199 (year 2007), Design Load: HS 20, Features Intersected: LITTLE MISSOURI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.639, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5291, Location: 1.65 MI S JCT SH 27 (Lat: 34.042831, Lng: -93.684239), Route carried "on" structure: State highway 301, Year Built: 1970, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 1,200 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,254 (year 2027), Design Load: H 20, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.543, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.0 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: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5291, Location: 1.65 MI S JCT SH 27 (Lat: 34.042831, Lng: -93.684239), Route carried "on" structure: State highway 301, Year Built: 1970, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 1,200 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,254 (year 2027), Design Load: H 20, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.543, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.0 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: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6652, Location: N EDGE OF MURFREESBORO (Lat: 34.070119, Lng: -93.683489), Route carried "on" structure: State highway 27, Year Built: 1997, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 3,652 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,006 (year 2028), Design Load: HS 20, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.465, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 270, Subroute: 27), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6652, Location: N EDGE OF MURFREESBORO (Lat: 34.070119, Lng: -93.683489), Route carried "on" structure: State highway 27, Year Built: 1997, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 3,652 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,006 (year 2028), Design Load: HS 20, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.465, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 270, Subroute: 27), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19918, Location: .5 NE JCT SH 27 & CR 6 (Lat: 34.047100, Lng: -93.750700), Route carried "on" structure: County highway 6, Year Built: 1940, Status: Posted for load, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 137 (year 1987), Truck Traffic: 1%, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.114, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.0m (16.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19918, Location: .5 NE JCT SH 27 & CR 6 (Lat: 34.047100, Lng: -93.750700), Route carried "on" structure: County highway 6, Year Built: 1940, Status: Posted for load, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 137 (year 1987), Truck Traffic: 1%, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.114, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.0m (16.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20463, Location: 0.37 MI E OF SH 301 (Lat: 34.055953, Lng: -93.683936), Route carried "on" structure: County highway 711, Year Built: 1984, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 41 (year 2007), Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20463, Location: 0.37 MI E OF SH 301 (Lat: 34.055953, Lng: -93.683936), Route carried "on" structure: County highway 711, Year Built: 1984, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 41 (year 2007), Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: M0509, Location: 5.5 MI NO OF JCT SH 27 (Lat: 34.137728, Lng: -93.703169), Route carried "on" structure: State highway 19, Year Built: 1960, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 850 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 903 (year 2028), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.610, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: 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, 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: November 2020
Structure Number: M0509, Location: 5.5 MI NO OF JCT SH 27 (Lat: 34.137728, Lng: -93.703169), Route carried "on" structure: State highway 19, Year Built: 1960, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 850 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 903 (year 2028), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.610, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: 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, 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: November 2020
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Structure Number: M3275, Location: 2.5 SE JCT SH 27 (Lat: 34.038539, Lng: -93.667469), Route carried "on" structure: State highway 301, Year Built: 1970, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 270 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,254 (year 2027), Features Intersected: DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.136, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), 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: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M3275, Location: 2.5 SE JCT SH 27 (Lat: 34.038539, Lng: -93.667469), Route carried "on" structure: State highway 301, Year Built: 1970, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 270 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,254 (year 2027), Features Intersected: DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.136, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), 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: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M3276, Location: 3.5 MI S OF MURFREESBO (Lat: 34.021389, Lng: -93.649444), Route carried "on" structure: State highway 301, Year Built: 1970, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 270 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 539 (year 2028), Features Intersected: BLOCKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.371, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb 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: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M3276, Location: 3.5 MI S OF MURFREESBO (Lat: 34.021389, Lng: -93.649444), Route carried "on" structure: State highway 301, Year Built: 1970, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 270 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 539 (year 2028), Features Intersected: BLOCKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.371, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb 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: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M3277, Location: 4.8 MI SE OF MURFRESBORO (Lat: 34.013369, Lng: -93.639169), Route carried "on" structure: State highway 301, Year Built: 1970, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 270 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 539 (year 2028), Features Intersected: STARK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.739, 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: 1, Length of Maximum Span: 6.8m (22.3ft), 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: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M3277, Location: 4.8 MI SE OF MURFRESBORO (Lat: 34.013369, Lng: -93.639169), Route carried "on" structure: State highway 301, Year Built: 1970, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 270 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 539 (year 2028), Features Intersected: STARK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.739, 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: 1, Length of Maximum Span: 6.8m (22.3ft), 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: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: X0517, Location: 2.68 MW JCT SH 27 (Lat: 34.080919, Lng: -93.723417), Route carried "on" structure: County highway 5, Year Built: 1984, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 264 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 35 (year 2007), Design Load: H 20, Features Intersected: ELAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.313, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, 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, 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: March 2020
Structure Number: X0517, Location: 2.68 MW JCT SH 27 (Lat: 34.080919, Lng: -93.723417), Route carried "on" structure: County highway 5, Year Built: 1984, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 264 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 35 (year 2007), Design Load: H 20, Features Intersected: ELAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.313, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, 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, 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: March 2020
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Structure Number: X0979, Location: .27 M E JCT 27 & 26 (Lat: 34.070219, Lng: -93.677031), Route carried "on" structure: State highway 26, Year Built: 1951, Year Reconstructed: 1998, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,600 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,630 (year 2028), Design Load: H 20, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: X0979, Location: .27 M E JCT 27 & 26 (Lat: 34.070219, Lng: -93.677031), Route carried "on" structure: State highway 26, Year Built: 1951, Year Reconstructed: 1998, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,600 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,630 (year 2028), Design Load: H 20, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: X1008, Location: 3.4 MI NE MURFREESBORO (Lat: 34.098397, Lng: -93.658508), Route carried "on" structure: State highway 27, Year Built: 1999, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 2,508 (year 2028), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.536, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 270, Subroute: 27), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: X1008, Location: 3.4 MI NE MURFREESBORO (Lat: 34.098397, Lng: -93.658508), Route carried "on" structure: State highway 27, Year Built: 1999, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 2,508 (year 2028), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.536, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 270, Subroute: 27), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021