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Bridge Statistics for Greenville, Mississippi (MS) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Greenville, MS, Mississippi, Mississippi forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 17 Total length: 39 meters (128ft) Total costs: $3,547,000 Total average daily traffic: 68,910 Total average daily truck traffic: 11,157 Total future (year 2025) average daily traffic: 101,760 National Bridge Inventory (NBI) Registered Bridges for Greenville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 21000820760088, Location: 1.8 MI W SR 1 (Lat: 33.390933, Lng: -91.062644), Route carried "on" structure: US 82, Year Built: 1938, Year Reconstructed: 1970, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 11,000 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 16,500 (year 2025), Design Load: HS 15, Features Intersected: DRAINAGE CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.466, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $200,000, Total Project Cost: $327,000 ( Estimate for 2000) Find on map >>
Structure Number: 21000820760114, Location: 0.9 MI E SR 1 (Lat: 33.399708, Lng: -91.031878), Route carried "on" structure: US 82, Year Built: 1954, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 18,000 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 27,000 (year 2025), Design Load: H 15, Features Intersected: CANAL NO 9 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.776, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $116,000, Roadway Improvement Cost: $200,000, Total Project Cost: $366,000 ( Estimate for 2000) Find on map >>
Structure Number: 21000820760145, Location: 4.0 MI E SR 1 (Lat: 33.400617, Lng: -90.974542), Route carried "on" structure: US 82, Year Built: 1954, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 18,000 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 27,000 (year 2025), Design Load: H 15, Features Intersected: BLACK BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.100, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $274,000, Roadway Improvement Cost: $200,000, Total Project Cost: $550,000 ( Estimate for 2000) Find on map >>
Structure Number: SA7600000000207, Location: SEC 14 T17N R 9W (Lat: 33.347611, Lng: -91.076056), Route carried "on" structure: City street 659, Year Built: 1967, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 150 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2028), Design Load: H 15, Features Intersected: CANAL, Facility Carried by Structure: BAYOU ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.218, Lanes on structure: 2, Owner: County 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: 9.4m (30.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, 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 minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), 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: $43,000, Roadway Improvement Cost: $200,000, Total Project Cost: $286,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: SA7600000000246, Location: SEC 10 T18N R 8W (Lat: 33.431806, Lng: -91.032722), Route carried "on" structure: City street 7209, Year Built: 1960, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 1,050 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 1,575 (year 2028), Design Load: H 15, Features Intersected: HORSESHOE BAYOU, Facility Carried by Structure: THEOBALD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $200,000, Total Project Cost: $316,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7600000000247, Location: SEC 10 T18N R 8W (Lat: 33.435639, Lng: -91.028306), Route carried "on" structure: City street 7209, Year Built: 1977, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,050 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 1,575 (year 2028), Design Load: HS 20, Features Intersected: MAIN CANAL NO. 9, Facility Carried by Structure: THEOBALD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than 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, Inspection Date: January 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7600000000248, Location: SEC 10 T18N R 8W (Lat: 33.429722, Lng: -91.023889), Route carried "on" structure: City street 9667, Year Built: 1974, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,100 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 1,650 (year 2028), Design Load: HS 20, Features Intersected: MAIN CANAL NO. 9, Facility Carried by Structure: THORNTON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than 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, Inspection Date: January 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7600000000249, Location: SEC 10 T18N R 8W (Lat: 33.443556, Lng: -91.029861), Route carried "on" structure: City street 544, Year Built: 1963, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 50 (year 2008), Average Future Daily Traffic: 75 (year 2028), Design Load: H 15, Features Intersected: MAIN CANAL NO 9, Facility Carried by Structure: ABIDE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Serious, Channel: Good, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.5 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2008, Other Special Inspection Date: January 2008, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $130,000, Total Project Cost: $237,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: SA760000000025, Location: SEC 11 T18N R 8W (Lat: 33.421667, Lng: -91.033333), Route carried "on" structure: City street 521, Year Built: 1960, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 800 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 1,200 (year 2028), Design Load: H 15, Features Intersected: LEGION DR DITCH, Facility Carried by Structure: DUBLIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Critical, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2008, Other Special Inspection Date: January 2008, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $130,000, Total Project Cost: $191,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7600000000251, Location: SEC 11 T18N R 8W (Lat: 33.429167, Lng: -91.023889), Route carried "on" structure: City street 9667, Year Built: 1974, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 1,100 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 1,650 (year 2028), Design Load: HS 20, Features Intersected: HORSESHOE BAYOU, Facility Carried by Structure: THORNTON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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 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, Inspection Date: January 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7600000000256, Location: SEC 17 T18N R 8W (Lat: 33.406389, Lng: -91.023611), Route carried "on" structure: City street 7210, Year Built: 1963, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 6,600 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 9,900 (year 2028), Design Load: HS 15, Features Intersected: ALEX ST / MAIN CANAL, Facility Carried by Structure: ALEXANDER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $130,000, Total Project Cost: $280,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7600000000257, Location: SEC 24 T18N R 8W B (Lat: 33.385611, Lng: -91.023528), Route carried "on" structure: City street 7221, Year Built: 1963, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 5,900 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 7,395 (year 2028), Design Load: HS 15, Features Intersected: MAIN CANAL, Facility Carried by Structure: REED ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $130,000, Total Project Cost: $280,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7600000000258, Location: SEC 25 T18N R 8W (Lat: 33.393056, Lng: -90.998000), Route carried "on" structure: City street 460, Year Built: 1965, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 800 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 1,200 (year 2028), Design Load: H 15, Features Intersected: CANAL, Facility Carried by Structure: GLENDALE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Critical, Channel: Good, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2008, Other Special Inspection Date: January 2008, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $130,000, Total Project Cost: $190,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: SA760000000026, Location: SEC 33 T18N R 8W (Lat: 33.363306, Lng: -91.067250), Route carried "on" structure: City street 651, Year Built: 1965, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 190 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 285 (year 2028), Design Load: H 15, Features Intersected: CANAL, Facility Carried by Structure: BAYOU ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Critical, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.7 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2008, Other Special Inspection Date: January 2008, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $200,000, Total Project Cost: $304,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: SA7600000000261, Location: SEC 33 T18N R 8W B (Lat: 33.359361, Lng: -91.060722), Route carried "on" structure: City street 6919, Year Built: 1970, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 1,800 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 2,700 (year 2028), Design Load: HS 20, Features Intersected: CANAL, Facility Carried by Structure: MAIN EXTENDED Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.310, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, 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, Inspection Date: January 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7600000000262, Location: SEC 34 T18N R 8W B (Lat: 33.356083, Lng: -91.058139), Route carried "on" structure: City street 2028, Year Built: 1975, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,270 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 1,905 (year 2028), Design Load: HS 20, Features Intersected: DITCH, Facility Carried by Structure: TENNESSEE GAS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than 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, Inspection Date: January 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7600000000298, Location: SEC 2 T19N R 8W (Lat: 33.522444, Lng: -90.997556), Route carried "on" structure: City street 762, Year Built: 1961, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 50 (year 2008), Average Future Daily Traffic: 75 (year 2028), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: WILLIAMS BAYOU RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $50,000, Total Project Cost: $220,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Discuss this city on our hugely popular Mississippi forum Back to: Greenville, MS, Mississippi, All US cities.
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