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Bridge Statistics for Columbia, Mississippi (MS) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Columbia, MS, Mississippi, Mississippi forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 18 Total length: 24 meters (79ft) Total costs: $564,000 Total average daily traffic: 36,640 Total average daily truck traffic: 2,910 Total future (year 2025) average daily traffic: 51,960 National Bridge Inventory (NBI) Registered Bridges for Columbia
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: SA4600000000067, Location: SEC 3 T 3N R18W (Lat: 31.258889, Lng: -89.801111), Route carried "on" structure: County highway 143, Year Built: 1994, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,500 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 1,875 (year 2027), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: NATIONAL GUARD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, 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: 2, 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: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 6.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, 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: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2008, Other Special Inspection Date: January 2008, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $26,000, Total Project Cost: $90,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA4600000000068, Location: SEC 5 T 3N R18E (Lat: 31.256944, Lng: -89.838889), Route carried "on" structure: City street 618, Year Built: 1969, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 300 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2027), Design Load: H 15, Features Intersected: DRY CREEK, Facility Carried by Structure: DEWEY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, 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: 4, 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: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Poor, Channel: Fair, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, 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: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2008, Other Special Inspection Date: January 2008, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $26,000, Total Project Cost: $167,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA4600000000069, Location: SEC 5 T 3N R18W (Lat: 31.256111, Lng: -89.835556), Route carried "on" structure: City street 6034, Year Built: 1960, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 7,500 (year 2026), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: OLD 13 NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, 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: 2, Length of Maximum Span: 4.9m (16.1ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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, Inspection Date: January 2008 Find on map >>
Structure Number: SA460000000007, Location: SEC 2 T 3N R18W (Lat: 31.255278, Lng: -89.789167), Route carried "on" structure: County highway 357, Year Built: 1964, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2005), Average Future Daily Traffic: 150 (year 2026), Design Load: HS 15, Features Intersected: LAKE SPILLWAY, Facility Carried by Structure: W LAKEVIEW DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008 Find on map >>
Structure Number: SA4600000000071, Location: SEC 3 T 3N R18W (Lat: 31.258889, Lng: -89.795556), Route carried "on" structure: County highway 143, Year Built: 1996, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,500 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 1,875 (year 2026), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: NATIONAL GUARD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, 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: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $10,000, Total Project Cost: $31,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA4600000000072, Location: SEC 3 T 3N R18W (Lat: 31.247500, Lng: -89.798056), Route carried "on" structure: County highway 511, Year Built: 1988, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 90 (year 2006), Average Future Daily Traffic: 135 (year 2026), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: PINE RIDGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $83,000, Roadway Improvement Cost: $26,000, Total Project Cost: $121,000 ( Estimate for 2005), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA4600000000073, Location: SEC 4 T 3N R18W (Lat: 31.255278, Lng: -89.823611), Route carried "on" structure: City street 8624, Year Built: 1955, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,000 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2026), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: PARK AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008 Find on map >>
Structure Number: SA4600000000074, Location: SEC 4 T 3N R18W (Lat: 31.248056, Lng: -89.818611), Route carried "on" structure: City street 770, Year Built: 1997, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2006), Average Future Daily Traffic: 75 (year 2026), Design Load: HS 20, Features Intersected: JINGLING CREEK, Facility Carried by Structure: PEARL STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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, Inspection Date: January 2008 Find on map >>
Structure Number: SA4600000000075, Location: SEC 5 T 3N R18W (Lat: 31.257222, Lng: -89.832778), Route carried "on" structure: City street 8626, Year Built: 1963, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,590 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 8,385 (year 2026), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: HIGH SCHOOL AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008 Find on map >>
Structure Number: SA4600000000076, Location: SEC 5 T 3N R18W (Lat: 31.256667, Lng: -89.828333), Route carried "on" structure: City street 717, Year Built: 1955, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 600 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 900 (year 2026), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: WEST AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008 Find on map >>
Structure Number: SA4600000000077, Location: SEC 5 T 3N R18W (Lat: 31.258611, Lng: -89.836111), Route carried "on" structure: City street 8620, Year Built: 1998, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,880 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 2,820 (year 2028), Design Load: H 15, Features Intersected: WEBB CREEK, Facility Carried by Structure: NORTH MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $26,000, Total Project Cost: $90,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA4600000000078, Location: SEC 8 T 3N R18W (Lat: 31.241667, Lng: -89.823056), Route carried "on" structure: City street 8624, Year Built: 1986, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,890 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 5,835 (year 2026), Design Load: HS 20, Features Intersected: JINGLING CREEK, Facility Carried by Structure: PARK AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008 Find on map >>
Structure Number: SA4600000000115, Location: SEC 31 T 4N R18W (Lat: 31.266389, Lng: -89.844722), Route carried "on" structure: City street 8620, Year Built: 1970, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 1,880 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 2,820 (year 2026), Design Load: H 15, Features Intersected: JONES CREEK, Facility Carried by Structure: NORTH MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, 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: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $10,000, Total Project Cost: $65,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA4600000000116, Location: SEC 31 T 4N R18W (Lat: 31.270278, Lng: -89.842500), Route carried "on" structure: City street 9550, Year Built: 1981, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 1,460 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 2,190 (year 2026), Design Load: HS 20, Features Intersected: JONES CREEK, Facility Carried by Structure: EVERGREEN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: City or Municipal 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: 9.4m (30.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA4600000000117, Location: SEC 32 T 4N R18W B (Lat: 31.273056, Lng: -89.835833), Route carried "on" structure: City street 6034, Year Built: 2003, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 5,200 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 6,450 (year 2026), Design Load: HS 20, Features Intersected: JONES CREEK, Facility Carried by Structure: OLD 13 NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA4600000000152, Location: SEC 8 T 3N R18W (Lat: 31.237500, Lng: -89.826389), Route carried "on" structure: City street 6034, Year Built: 1970, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,500 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 3,500 (year 2026), Design Load: HS 20, Features Intersected: JINGLING CREEK, Facility Carried by Structure: LUMBERTON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.020, 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: 2, Length of Maximum Span: 3.6m (11.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008 Find on map >>
Structure Number: SA4600000000153, Location: SEC 4 T 3N R18W (Lat: 31.244722, Lng: -89.812500), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,500 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2026), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: SUMRALL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.270, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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, Inspection Date: January 2008 Find on map >>
Structure Number: SA4600000000154, Location: SEC 4 T 3N R18W (Lat: 31.245556, Lng: -89.819167), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 600 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 1,000 (year 2025), Design Load: HS 20, Features Intersected: JINGLING CREEK, Facility Carried by Structure: WALTER PAYTON DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.390, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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, Inspection Date: January 2008 Discuss this city on our hugely popular Mississippi forum Back to: Columbia, MS, Mississippi, All US cities.
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