Bridge Statistics for Camden, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 51920-1929
- 21940-1949
- 61950-1959
- 61960-1969
- 161970-1979
- 111980-1989
- 61990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 11980-1989
- Bridge Condition - Deck
- 8.1%Very good
- 43.2%Good
- 29.7%Satisfactory
- 18.9%Fair
- Bridge Condition - Superstructure
- 8.1%Very good
- 48.6%Good
- 13.5%Satisfactory
- 29.7%Fair
- Bridge Condition - Substructure
- 18.9%Very good
- 32.4%Good
- 18.9%Satisfactory
- 27.0%Fair
- 2.7%Poor
- Bridge Condition - Channel
- 17.4%Very good
- 34.8%Good
- 37.0%Satisfactory
- 10.9%Fair
- Bridge Condition - Culverts
- 6.3%Very good
- 37.5%Good
- 43.8%Satisfactory
- 12.5%Fair
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Structure Number: 621, Location: 1.28 MI SOUTH JCT SH 7 (Lat: 33.516531, Lng: -92.827881), Route carried "on" structure: State highway 376, Year Built: 1928, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 424 (year 2028), Design Load: H 15, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.316, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $109,000, Total Project Cost: $260,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 621, Location: 1.28 MI SOUTH JCT SH 7 (Lat: 33.516531, Lng: -92.827881), Route carried "on" structure: State highway 376, Year Built: 1928, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 424 (year 2028), Design Load: H 15, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.316, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $109,000, Total Project Cost: $260,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1071, Location: .2 MI N JCT SH 7 (Lat: 33.600158, Lng: -92.814608), Route carried "on" structure: Business US 79, Year Built: 1929, Status: Open, Structure Length: 65.11m (213.62ft), Average Daily Traffic: 2,300 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 2,500 (year 2038), Design Load: H 15, Features Intersected: Palmer Bayou-Ouachita Co
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.377, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 61, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 65.75m (215.72ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Roadway Improvement Cost: $156,000, Total Project Cost: $4,375,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1071, Location: .2 MI N JCT SH 7 (Lat: 33.600158, Lng: -92.814608), Route carried "on" structure: Business US 79, Year Built: 1929, Status: Open, Structure Length: 65.11m (213.62ft), Average Daily Traffic: 2,300 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 2,500 (year 2038), Design Load: H 15, Features Intersected: Palmer Bayou-Ouachita Co
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.377, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 61, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 65.75m (215.72ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Roadway Improvement Cost: $156,000, Total Project Cost: $4,375,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1072, Location: 1.55 MI SW JCT US79 SH4 (Lat: 33.608339, Lng: -92.799489), Route carried "on" structure: Business US 79, Year Built: 1929, Status: Open, Structure Length: 33.10m (108.60ft), Average Daily Traffic: 2,300 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 2,500 (year 2038), Design Load: H 15, Features Intersected: PALMER BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.099, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 31, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 34.26m (112.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Roadway Improvement Cost: $156,000, Total Project Cost: $2,460,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1072, Location: 1.55 MI SW JCT US79 SH4 (Lat: 33.608339, Lng: -92.799489), Route carried "on" structure: Business US 79, Year Built: 1929, Status: Open, Structure Length: 33.10m (108.60ft), Average Daily Traffic: 2,300 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 2,500 (year 2038), Design Load: H 15, Features Intersected: PALMER BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.099, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 31, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 34.26m (112.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Roadway Improvement Cost: $156,000, Total Project Cost: $2,460,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1073, Location: 0.98 MI SW JCT US79&SH 4 (Lat: 33.610461, Lng: -92.789961), Route carried "on" structure: Business US 79, Year Built: 1929, Status: Open, Structure Length: 19.23m (63.09ft), Average Daily Traffic: 2,300 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 2,500 (year 2038), Design Load: H 15, Features Intersected: OUACHITA RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.017, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 18, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 20.48m (67.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Roadway Improvement Cost: $156,000, Total Project Cost: $1,550,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1073, Location: 0.98 MI SW JCT US79&SH 4 (Lat: 33.610461, Lng: -92.789961), Route carried "on" structure: Business US 79, Year Built: 1929, Status: Open, Structure Length: 19.23m (63.09ft), Average Daily Traffic: 2,300 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 2,500 (year 2038), Design Load: H 15, Features Intersected: OUACHITA RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.017, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 18, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 20.48m (67.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Roadway Improvement Cost: $156,000, Total Project Cost: $1,550,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2466, Location: 1.08 MI NE JCT SH 7 (Lat: 33.595369, Lng: -92.819750), Route carried "on" structure: Business US 79, Year Built: 1947, Status: Open, Structure Length: 30.48m (100.00ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 4,100 (year 2038), Design Load: H 20, Features Intersected: OUACHITA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.653, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 16, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 31.70m (104.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2021, Roadway Improvement Cost: $176,000, Total Project Cost: $1,810,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2466, Location: 1.08 MI NE JCT SH 7 (Lat: 33.595369, Lng: -92.819750), Route carried "on" structure: Business US 79, Year Built: 1947, Status: Open, Structure Length: 30.48m (100.00ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 4,100 (year 2038), Design Load: H 20, Features Intersected: OUACHITA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.653, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 16, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 31.70m (104.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2021, Roadway Improvement Cost: $176,000, Total Project Cost: $1,810,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2869, Location: 2.6 MI S OF US 67B (Lat: 35.035639, Lng: -91.873469), Route carried "on" structure: State highway 31, Year Built: 1955, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,336 (year 2028), Design Load: H 15, Features Intersected: CYPRESS CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Roadway Improvement Cost: $156,000, Total Project Cost: $485,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2869, Location: 2.6 MI S OF US 67B (Lat: 35.035639, Lng: -91.873469), Route carried "on" structure: State highway 31, Year Built: 1955, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,336 (year 2028), Design Load: H 15, Features Intersected: CYPRESS CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Roadway Improvement Cost: $156,000, Total Project Cost: $485,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3793, Location: LINCOLN DRIVE (Lat: 33.568800, Lng: -92.829331), Route carried "on" structure: City street 33430, Year Built: 1965, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,443 (year 2007), Design Load: HS 20, Features Intersected: US 79 SEC 4 LOG ML .50, Facility Carried by Structure: LINCOLN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2020, Other Special Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3793, Location: LINCOLN DRIVE (Lat: 33.568800, Lng: -92.829331), Route carried "on" structure: City street 33430, Year Built: 1965, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,443 (year 2007), Design Load: HS 20, Features Intersected: US 79 SEC 4 LOG ML .50, Facility Carried by Structure: LINCOLN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2020, Other Special Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3794, Location: INTERSEC US 79 & SH 7 (Lat: 33.568581, Lng: -92.827839), Route carried "on" structure: State highway 7, Year Built: 1965, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 3,900 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 4,469 (year 2028), Design Load: HS 20, Features Intersected: US 79-SEC 4 LOG MI 0.60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.248, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3794, Location: INTERSEC US 79 & SH 7 (Lat: 33.568581, Lng: -92.827839), Route carried "on" structure: State highway 7, Year Built: 1965, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 3,900 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 4,469 (year 2028), Design Load: HS 20, Features Intersected: US 79-SEC 4 LOG MI 0.60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.248, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 412, Location: 0.56 MI S JCT SH 4 (Lat: 33.552347, Lng: -92.908389), Route carried "on" structure: State highway 376, Year Built: 1954, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 1,007 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,020 (year 2028), Design Load: H 15, Features Intersected: SOUTH BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.2 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: High priority of corrective action, 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 412, Location: 0.56 MI S JCT SH 4 (Lat: 33.552347, Lng: -92.908389), Route carried "on" structure: State highway 376, Year Built: 1954, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 1,007 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,020 (year 2028), Design Load: H 15, Features Intersected: SOUTH BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.2 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: High priority of corrective action, 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4434, Location: .35 NORTH HOT SPRING CO L (Lat: 34.399572, Lng: -93.280219), Route carried "on" structure: County highway 71, Year Built: 1982, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 643 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 650 (year 2038), Design Load: H 15, Features Intersected: S F MAZARN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.557, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.3 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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
Structure Number: 4434, Location: .35 NORTH HOT SPRING CO L (Lat: 34.399572, Lng: -93.280219), Route carried "on" structure: County highway 71, Year Built: 1982, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 643 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 650 (year 2038), Design Load: H 15, Features Intersected: S F MAZARN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.557, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.3 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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
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Structure Number: 4672, Location: 0.3 MI S OF US 79 (Lat: 33.550181, Lng: -92.852081), Route carried "on" structure: City street 9580, Year Built: 1993, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 5,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 17 (year 2010), Design Load: HS 20, Features Intersected: CHAFFIE CREEK, Facility Carried by Structure: Camden CASH RD Z-H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: City or Municipal 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: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4672, Location: 0.3 MI S OF US 79 (Lat: 33.550181, Lng: -92.852081), Route carried "on" structure: City street 9580, Year Built: 1993, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 5,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 17 (year 2010), Design Load: HS 20, Features Intersected: CHAFFIE CREEK, Facility Carried by Structure: Camden CASH RD Z-H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: City or Municipal 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: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4796, Location: 1.1 MI EAST JCT SH 7 (Lat: 33.533928, Lng: -92.809539), Route carried "on" structure: County highway 67, Year Built: 1999, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 1,375 (year 2018), Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.319, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4796, Location: 1.1 MI EAST JCT SH 7 (Lat: 33.533928, Lng: -92.809539), Route carried "on" structure: County highway 67, Year Built: 1999, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 1,375 (year 2018), Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.319, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5523, Location: .59 MI S JCT US79&SH4 (Lat: 33.560919, Lng: -92.828339), Route carried "on" structure: State highway 7, Year Built: 1976, Status: Open, Structure Length: 18.84m (61.81ft), Average Daily Traffic: 8,800 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 9,700 (year 2038), Design Load: HS 20, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.298, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5523, Location: .59 MI S JCT US79&SH4 (Lat: 33.560919, Lng: -92.828339), Route carried "on" structure: State highway 7, Year Built: 1976, Status: Open, Structure Length: 18.84m (61.81ft), Average Daily Traffic: 8,800 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 9,700 (year 2038), Design Load: HS 20, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.298, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5635, Location: 0.46 MI N Jct US 79 (Lat: 33.566689, Lng: -92.852119), Route carried "on" structure: City street 9580, Year Built: 1976, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 5,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 17 (year 2007), Design Load: HS 20, Features Intersected: TWO BAYOU CREEK, Facility Carried by Structure: SOUTH CASH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present desirable 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: Monolithic Concrete
Structure Number: 5635, Location: 0.46 MI N Jct US 79 (Lat: 33.566689, Lng: -92.852119), Route carried "on" structure: City street 9580, Year Built: 1976, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 5,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 17 (year 2007), Design Load: HS 20, Features Intersected: TWO BAYOU CREEK, Facility Carried by Structure: SOUTH CASH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present desirable 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: Monolithic Concrete
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Structure Number: 568, Location: 1.0 MI E JCT US 79 (Lat: 33.537439, Lng: -92.889847), Route carried "on" structure: State highway 376, Year Built: 1978, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,490 (year 2028), Design Load: HS 20, Features Intersected: ROSS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.216, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
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: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 568, Location: 1.0 MI E JCT US 79 (Lat: 33.537439, Lng: -92.889847), Route carried "on" structure: State highway 376, Year Built: 1978, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,490 (year 2028), Design Load: HS 20, Features Intersected: ROSS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.216, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
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: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5682, Location: 0.5 MI N JCT SH 376 (Lat: 33.565989, Lng: -92.907628), Route carried "on" structure: US 278, Year Built: 1978, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,490 (year 2028), Design Load: HS 20, Features Intersected: TWO BAYOU CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.455, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, 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 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5682, Location: 0.5 MI N JCT SH 376 (Lat: 33.565989, Lng: -92.907628), Route carried "on" structure: US 278, Year Built: 1978, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,490 (year 2028), Design Load: HS 20, Features Intersected: TWO BAYOU CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.455, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, 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 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5738, Location: 0.75 MI S JCT US 278B (Lat: 33.574208, Lng: -92.851278), Route carried "on" structure: City street 9580, Year Built: 1981, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 8,200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 229 (year 2007), Design Load: HS 20, Features Intersected: WADLEIGH BRANCH, Facility Carried by Structure: SOUTH CASH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5738, Location: 0.75 MI S JCT US 278B (Lat: 33.574208, Lng: -92.851278), Route carried "on" structure: City street 9580, Year Built: 1981, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 8,200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 229 (year 2007), Design Load: HS 20, Features Intersected: WADLEIGH BRANCH, Facility Carried by Structure: SOUTH CASH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1898, Location: 0.7MI NE OF SH 24 (Lat: 33.596569, Lng: -92.877728), Route carried "on" structure: County highway 46, Year Built: 1950, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 480 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 963 (year 2007), Design Load: H 15, Features Intersected: WADLEIGH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.084, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Good, Culverts: Good, 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: 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: August 2020
Structure Number: 1898, Location: 0.7MI NE OF SH 24 (Lat: 33.596569, Lng: -92.877728), Route carried "on" structure: County highway 46, Year Built: 1950, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 480 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 963 (year 2007), Design Load: H 15, Features Intersected: WADLEIGH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.084, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Good, Culverts: Good, 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: 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: August 2020
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Structure Number: 19301, Location: 0.14 MI NE Jct US 278 (Lat: 33.576858, Lng: -92.853300), Route carried "on" structure: City street 13220, Year Built: 1950, Year Reconstructed: 1991, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 2,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,869 (year 2007), Design Load: H 15, Features Intersected: WADLEIGH BRANCH, Facility Carried by Structure: COUNTRY CLUB RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Somewhat better than minimum adequacy, 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: August 2020
Structure Number: 19301, Location: 0.14 MI NE Jct US 278 (Lat: 33.576858, Lng: -92.853300), Route carried "on" structure: City street 13220, Year Built: 1950, Year Reconstructed: 1991, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 2,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,869 (year 2007), Design Load: H 15, Features Intersected: WADLEIGH BRANCH, Facility Carried by Structure: COUNTRY CLUB RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Somewhat better than minimum adequacy, 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: August 2020
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Structure Number: 19656, Location: .01 MI S Jct US 278 (Lat: 33.585908, Lng: -92.867339), Route carried "on" structure: City street 48570, Year Built: 1965, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 241 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 237 (year 2007), Design Load: H 15, Features Intersected: WADLEIGH CR, Facility Carried by Structure: Hussman Dr.,Camden
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19656, Location: .01 MI S Jct US 278 (Lat: 33.585908, Lng: -92.867339), Route carried "on" structure: City street 48570, Year Built: 1965, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 241 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 237 (year 2007), Design Load: H 15, Features Intersected: WADLEIGH CR, Facility Carried by Structure: Hussman Dr.,Camden
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19657, Location: 0.5MI S. Jct US 278B (Lat: 33.578019, Lng: -92.853700), Route carried "on" structure: City street 12430, Year Built: 1975, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 728 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 605 (year 2007), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: COLUMBIAAVE Camden
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Satisfactory, Culverts: 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: 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: August 2021
Structure Number: 19657, Location: 0.5MI S. Jct US 278B (Lat: 33.578019, Lng: -92.853700), Route carried "on" structure: City street 12430, Year Built: 1975, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 728 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 605 (year 2007), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: COLUMBIAAVE Camden
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Satisfactory, Culverts: 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: 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: August 2021
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Structure Number: 19658, Location: .39MI N. Jct US 278B (Lat: 33.588128, Lng: -92.849689), Route carried "on" structure: City street 25390, Year Built: 1975, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 60 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 117 (year 2007), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: HAYNES AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very 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: 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19658, Location: .39MI N. Jct US 278B (Lat: 33.588128, Lng: -92.849689), Route carried "on" structure: City street 25390, Year Built: 1975, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 60 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 117 (year 2007), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: HAYNES AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very 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: 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19659, Location: .15 MI EAST MT HOLLY RD (Lat: 33.548331, Lng: -92.829167), Route carried "on" structure: City street 3650, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 75 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 29 (year 2007), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: BAY STREET Camden
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 27.2 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: Somewhat better than minimum adequacy, 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: April 2020
Structure Number: 19659, Location: .15 MI EAST MT HOLLY RD (Lat: 33.548331, Lng: -92.829167), Route carried "on" structure: City street 3650, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 75 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 29 (year 2007), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: BAY STREET Camden
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 27.2 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: Somewhat better than minimum adequacy, 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: April 2020
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Structure Number: 1966, Location: .15MI E MT HOLLY ROAD (Lat: 33.547497, Lng: -92.829997), Route carried "on" structure: City street 9900, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 128 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 23 (year 2007), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: CEDAR STREETCamden
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 27.2 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: Somewhat better than minimum adequacy, 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: April 2020
Structure Number: 1966, Location: .15MI E MT HOLLY ROAD (Lat: 33.547497, Lng: -92.829997), Route carried "on" structure: City street 9900, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 128 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 23 (year 2007), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: CEDAR STREETCamden
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 27.2 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: Somewhat better than minimum adequacy, 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: April 2020
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Structure Number: 19661, Location: .22MI E OF MT HOLLY ROAD (Lat: 33.546389, Lng: -92.830278), Route carried "on" structure: City street 26080, Year Built: 1978, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 128 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 29 (year 2007), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: Hickory St. Camden
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2020, Other Special Inspection Date: October 2021
Structure Number: 19661, Location: .22MI E OF MT HOLLY ROAD (Lat: 33.546389, Lng: -92.830278), Route carried "on" structure: City street 26080, Year Built: 1978, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 128 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 29 (year 2007), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: Hickory St. Camden
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2020, Other Special Inspection Date: October 2021
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Structure Number: 19662, Location: .27MI E MT HOLLY ROAD (Lat: 33.545556, Lng: -92.830553), Route carried "on" structure: City street 60540, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 213 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 34 (year 2007), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: WALNUT St. Camden
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 27.2 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: Somewhat better than minimum adequacy, 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: April 2020
Structure Number: 19662, Location: .27MI E MT HOLLY ROAD (Lat: 33.545556, Lng: -92.830553), Route carried "on" structure: City street 60540, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 213 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 34 (year 2007), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: WALNUT St. Camden
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 27.2 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: Somewhat better than minimum adequacy, 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: April 2020
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Structure Number: 19663, Location: 0.15 MI E JCT MT HOLLY RD (Lat: 33.543611, Lng: -92.832222), Route carried "on" structure: City street 54230, Year Built: 1968, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,219 (year 2007), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: SOUTH St. Camden
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Very good, Culverts: Very 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: 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: April 2020
Structure Number: 19663, Location: 0.15 MI E JCT MT HOLLY RD (Lat: 33.543611, Lng: -92.832222), Route carried "on" structure: City street 54230, Year Built: 1968, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,219 (year 2007), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: SOUTH St. Camden
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Very good, Culverts: Very 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: 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: April 2020
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Structure Number: 19664, Location: .2 MI S GOODGAME ST (Lat: 33.553350, Lng: -92.824850), Route carried "on" structure: City street 260, Year Built: 1975, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 554 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,050 (year 2007), Design Load: H 15, Features Intersected: Creek- City of Camden, Facility Carried by Structure: South Adams Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Channel: Satisfactory, Culverts: 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, 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: October 2020
Structure Number: 19664, Location: .2 MI S GOODGAME ST (Lat: 33.553350, Lng: -92.824850), Route carried "on" structure: City street 260, Year Built: 1975, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 554 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,050 (year 2007), Design Load: H 15, Features Intersected: Creek- City of Camden, Facility Carried by Structure: South Adams Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Channel: Satisfactory, Culverts: 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, 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: October 2020
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Structure Number: 197, Location: .1 MI W OF SH 365 (Lat: 34.793044, Lng: -92.288633), Route carried "on" structure: City street 48160, Year Built: 1979, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 217 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 66 (year 2007), Features Intersected: DITCH, Facility Carried by Structure: REDDING LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 4.8m (15.7ft)
Condition: Channel: Good, Culverts: 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, 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
Structure Number: 197, Location: .1 MI W OF SH 365 (Lat: 34.793044, Lng: -92.288633), Route carried "on" structure: City street 48160, Year Built: 1979, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 217 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 66 (year 2007), Features Intersected: DITCH, Facility Carried by Structure: REDDING LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 4.8m (15.7ft)
Condition: Channel: Good, Culverts: 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, 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
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Structure Number: 19833, Location: 4.97 E PRAIRIE GROVE (Lat: 35.972056, Lng: -94.235500), Route carried "on" structure: County highway 20, Year Built: 1982, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 173 (year 2007), Features Intersected: Hickory Branch - Wash Co, Facility Carried by Structure: Illinois Chapel Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.997, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19833, Location: 4.97 E PRAIRIE GROVE (Lat: 35.972056, Lng: -94.235500), Route carried "on" structure: County highway 20, Year Built: 1982, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 173 (year 2007), Features Intersected: Hickory Branch - Wash Co, Facility Carried by Structure: Illinois Chapel Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.997, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19942, Location: 2.2 Miles West Of Sh 261 (Lat: 34.891981, Lng: -90.944983), Route carried "on" structure: County highway 814, Year Built: 1986, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 70 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 272 (year 2007), Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.557, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Total Project Cost: $46,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 19942, Location: 2.2 Miles West Of Sh 261 (Lat: 34.891981, Lng: -90.944983), Route carried "on" structure: County highway 814, Year Built: 1986, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 70 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 272 (year 2007), Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.557, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Total Project Cost: $46,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 20152, Location: 2.48 MI NE SH 24 (Lat: 33.653069, Lng: -92.914919), Route carried "on" structure: County highway 25, Year Built: 1982, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 386 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 124 (year 2007), Design Load: H 15, Features Intersected: ECORE FABRE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.990, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 39.0 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20152, Location: 2.48 MI NE SH 24 (Lat: 33.653069, Lng: -92.914919), Route carried "on" structure: County highway 25, Year Built: 1982, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 386 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 124 (year 2007), Design Load: H 15, Features Intersected: ECORE FABRE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.990, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 39.0 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20153, Location: 2.55 MI NE SH 24 (Lat: 33.653339, Lng: -92.913928), Route carried "on" structure: County highway 25, Year Built: 1982, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 386 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 124 (year 2007), Design Load: H 10, Features Intersected: ECORE FABRE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.102, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 39.0 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20153, Location: 2.55 MI NE SH 24 (Lat: 33.653339, Lng: -92.913928), Route carried "on" structure: County highway 25, Year Built: 1982, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 386 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 124 (year 2007), Design Load: H 10, Features Intersected: ECORE FABRE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.102, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 39.0 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20155, Location: 2.63 MI NE SH 24 (Lat: 33.653978, Lng: -92.912897), Route carried "on" structure: County highway 25, Year Built: 1982, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 386 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 124 (year 2007), Design Load: H 15, Features Intersected: ECORE FABRE BAYOU REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.233, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 39.0 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: Meets minimum limits, Deck Geometry: Meets minimum limits, 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, Other Special Inspection Frequency: Every 6 months, Inspection Date: January 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20155, Location: 2.63 MI NE SH 24 (Lat: 33.653978, Lng: -92.912897), Route carried "on" structure: County highway 25, Year Built: 1982, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 386 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 124 (year 2007), Design Load: H 15, Features Intersected: ECORE FABRE BAYOU REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.233, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 39.0 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: Meets minimum limits, Deck Geometry: Meets minimum limits, 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, Other Special Inspection Frequency: Every 6 months, Inspection Date: January 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20786, Location: 1.3 MI NW SH 84 (Lat: 34.360111, Lng: -92.919472), Route carried "on" structure: County highway 13, Year Built: 1989, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 307 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 82 (year 2007), Features Intersected: BLAKLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.151, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Critical Feature Inspection Date: January 2022, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20786, Location: 1.3 MI NW SH 84 (Lat: 34.360111, Lng: -92.919472), Route carried "on" structure: County highway 13, Year Built: 1989, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 307 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 82 (year 2007), Features Intersected: BLAKLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.151, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Critical Feature Inspection Date: January 2022, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21025, Location: 1.59 MI W US 278 (Lat: 33.570850, Lng: -92.880989), Route carried "on" structure: County highway 48, Year Built: 1991, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 57 (year 2007), Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.557, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $239,000, Deck Structure Type: Steel plate
Structure Number: 21025, Location: 1.59 MI W US 278 (Lat: 33.570850, Lng: -92.880989), Route carried "on" structure: County highway 48, Year Built: 1991, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 57 (year 2007), Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.557, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $239,000, Deck Structure Type: Steel plate
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Structure Number: 23995, Location: .2 MI E JCT US 79B&SH 7 (Lat: 33.596378, Lng: -92.814428), Route carried "on" structure: County highway 44, Year Built: 2018, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 36 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2038), Features Intersected: PALMER BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.279, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 3.7m (12.1ft)
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: High priority of corrective action, 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 23995, Location: .2 MI E JCT US 79B&SH 7 (Lat: 33.596378, Lng: -92.814428), Route carried "on" structure: County highway 44, Year Built: 2018, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 36 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2038), Features Intersected: PALMER BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.279, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 3.7m (12.1ft)
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: High priority of corrective action, 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: A3791, Location: .62 MIW JCT US 278 US 79B (Lat: 33.571739, Lng: -92.848658), Route carried "on" structure: US 278, Year Built: 1995, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,624 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,500 (year 2028), Design Load: HS 20, Features Intersected: WADLEIGH BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.938, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: A3791, Location: .62 MIW JCT US 278 US 79B (Lat: 33.571739, Lng: -92.848658), Route carried "on" structure: US 278, Year Built: 1995, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,624 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,500 (year 2028), Design Load: HS 20, Features Intersected: WADLEIGH BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.938, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: A5347, Location: .13 MI E JCT SH 7 (Lat: 33.568739, Lng: -92.823519), Route carried "on" structure: US 79, Year Built: 1973, Status: Open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 6,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 6,600 (year 2038), Design Load: HS 20, Features Intersected: UPRR & ST.SW RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.320, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
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: Superior 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: A5347, Location: .13 MI E JCT SH 7 (Lat: 33.568739, Lng: -92.823519), Route carried "on" structure: US 79, Year Built: 1973, Status: Open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 6,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 6,600 (year 2038), Design Load: HS 20, Features Intersected: UPRR & ST.SW RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.320, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
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: Superior 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: A5901, Location: .3 MI S JCT SH 376 (Lat: 33.499769, Lng: -92.831489), Route carried "on" structure: State highway 7, Year Built: 1982, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 6,000 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 2,900 (year 2038), Design Load: HS 20, Features Intersected: MILL CREEK, UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.640, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
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: Better than present minimum criteria, Underclear: Equal to present desirable 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: A5901, Location: .3 MI S JCT SH 376 (Lat: 33.499769, Lng: -92.831489), Route carried "on" structure: State highway 7, Year Built: 1982, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 6,000 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 2,900 (year 2038), Design Load: HS 20, Features Intersected: MILL CREEK, UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.640, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
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: Better than present minimum criteria, Underclear: Equal to present desirable 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: A65, Location: JCT US 278 OVER US 79/79B (Lat: 33.570231, Lng: -92.837939), Route carried "on" structure: US 278, Year Built: 1994, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 5,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,443 (year 2028), Design Load: HS 20, Features Intersected: US 79/79B MN LNS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.888, Lanes on structure: 3, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: A65, Location: JCT US 278 OVER US 79/79B (Lat: 33.570231, Lng: -92.837939), Route carried "on" structure: US 278, Year Built: 1994, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 5,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,443 (year 2028), Design Load: HS 20, Features Intersected: US 79/79B MN LNS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.888, Lanes on structure: 3, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay