Bridge Statistics for Tupelo, Mississippi (MS) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: SA4100000000097,  Location: SEC 31 T 9S R 6E (Lat: 34.255000,  Lng: -88.718333),  Route carried "on" structure: County highway 2364,  Year Built: 1974,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 2,000 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,000 (year 2027),  Design Load: H 15,  Features Intersected: KINGS CREEK,  Facility Carried by Structure: RANKIN ST EXTD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $121,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $407,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA4100000000098,  Location: SEC 31 T 9S R 6E (Lat: 34.262500,  Lng: -88.717500),  Route carried "on" structure: County highway 3100,  Year Built: 1992,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 220 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 330 (year 2027),  Design Load: HS 15,  Features Intersected: SAND BRANCH,  Facility Carried by Structure: LEAKE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  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: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.3m (37.1ft)

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: 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: October 2007,  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA4100000000099,  Location: SEC 32 T 9S R 6E (Lat: 34.261111,  Lng: -88.703611),  Route carried "on" structure: County highway 2289,  Year Built: 1970,  Status: Open,  Structure Length: 19.42m (63.71ft),  Average Daily Traffic: 3,200 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,800 (year 2027),  Design Load: HS 20,  Features Intersected: G & M RAILROAD,  Facility Carried by Structure: FRANKLIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA410000000012,  Location: SEC 1 T10S R 5E (Lat: 34.240000,  Lng: -88.728611),  Route carried "on" structure: County highway 2008,  Year Built: 1982,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 5,700 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,550 (year 2027),  Design Load: H 15,  Features Intersected: KINGS CREEK SOUTH BRANCH,  Facility Carried by Structure: LAWNDALE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 17.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $49,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $325,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA4100000000121,  Location: SEC 36 T 9S R 5E (Lat: 34.250000,  Lng: -88.737500),  Route carried "on" structure: County highway 2055,  Year Built: 1980,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,000 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,500 (year 2027),  Features Intersected: KINGS CREEK BRANCH,  Facility Carried by Structure: MONUMENT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.804,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  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: 12.8m (42.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.4 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: Equal to present minimum criteria,  Waterway Adequacy: Superior 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: October 2007,  Bridge Improvement Cost: $48,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $251,000 ( Estimate for 2003),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA4100000000124,  Location: SEC 14 T10S R 5E (Lat: 34.206111,  Lng: -88.745278),  Route carried "on" structure: County highway 2000,  Year Built: 1990,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 45 (year 2004),  Average Future Daily Traffic: 68 (year 2027),  Features Intersected: BARLEY LAKE BRANCH,  Facility Carried by Structure: GREEN TEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  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: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  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: 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $93,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $324,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA4100000000138,  Location: SEC 3 T10S R 6E (Lat: 34.248611,  Lng: -88.657222),  Route carried "on" structure: City street 2225,  Year Built: 1997,  Status: Open,  Structure Length: 4.32m (14.17ft),  Average Daily Traffic: 50 (year 2004),  Average Future Daily Traffic: 75 (year 2027),  Design Load: HS 20,  Features Intersected: TULIP CREEK,  Facility Carried by Structure: Interstate 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: 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: September 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA4100000000139,  Location: SEC 6 T10S R 6E (Lat: 34.248611,  Lng: -88.706667),  Route carried "on" structure: County highway 2363,  Year Built: 1972,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 4,000 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,000 (year 2027),  Features Intersected: KINGS CREEK,  Facility Carried by Structure: DAYBRITE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $161,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $581,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA410000000014,  Location: SEC 8 T10S R 6E (Lat: 34.235278,  Lng: -88.698611),  Route carried "on" structure: County highway 2358,  Year Built: 1965,  Status: Open,  Structure Length: 31.09m (102.00ft),  Average Daily Traffic: 18,000 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,000 (year 2027),  Design Load: H 15,  Features Intersected: TOWN CREEK,  Facility Carried by Structure: EASON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 24,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.09m (102.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $964,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,359,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA4100000000192,  Location: SEC 6 T10S R 6E (Lat: 34.248889,  Lng: -88.706944),  Route carried "on" structure: City street 2363,  Year Built: 1970,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 13,000 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,500 (year 2027),  Design Load: HS 15,  Features Intersected: KINGS CREEK,  Facility Carried by Structure: SOUTH GREEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.100,  Lanes on structure: 4,  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: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $123,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $432,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA4100000000193,  Location: SEC 30 T 9S R 6E (Lat: 34.272500,  Lng: -88.711111),  Route carried "on" structure: City street 2600,  Year Built: 1965,  Status: Open,  Structure Length: 7.14m (23.43ft),  Average Daily Traffic: 600 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 900 (year 2027),  Features Intersected: MCCULLOUGH BLVD,  Facility Carried by Structure: NORTH MADISON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.2 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA4100000000196,  Location: SEC 35 T 9S R 5E (Lat: 34.260278,  Lng: -88.742778),  Route carried "on" structure: City street 2405,  Year Built: 2000,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 140 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 210 (year 2027),  Design Load: HS 20,  Features Intersected: TOWN CREEK BRANCH,  Facility Carried by Structure: FOSTER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.500,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Equal to 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: October 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 21000450412248A,  Location: US 45 OVER SR 6 (Lat: 34.256972,  Lng: -88.693711),  Route carried "under" structure: State highway 6,  Year Built: 1976,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 9,500 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 6 AND SR 178,  Facility Carried by Structure: US 45
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 21000450412248A,  Location: US 45 OVER SR 6 (Lat: 34.256972,  Lng: -88.693711),  Route carried "under" structure: State highway 178,  Year Built: 1976,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 9,500 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 6 AND SR 178,  Facility Carried by Structure: US 45
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 21000450412248A,  Location: US 45 OVER SR 6 (Lat: 34.256972,  Lng: -88.693711),  Route carried "under" structure: State highway 178,  Year Built: 1976,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 9,500 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 6 AND SR 178,  Facility Carried by Structure: US 45
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 21000450412248A,  Location: US 45 OVER SR 6 (Lat: 34.256972,  Lng: -88.693711),  Route carried "under" structure: State highway 6,  Year Built: 1976,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 9,500 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 6 AND SR 178,  Facility Carried by Structure: US 45
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 21000450412248B,  Location: US 45 OVER SR 6 (Lat: 34.256972,  Lng: -88.693711),  Route carried "under" structure: State highway 6,  Year Built: 1976,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 9,500 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 6 AND SR 178,  Facility Carried by Structure: US 45
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 21000450412248B,  Location: US 45 OVER SR 6 (Lat: 34.256972,  Lng: -88.693711),  Route carried "under" structure: State highway 178,  Year Built: 1976,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 9,500 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 6 AND SR 178,  Facility Carried by Structure: US 45
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 21000450412248B,  Location: US 45 OVER SR 6 (Lat: 34.256972,  Lng: -88.693711),  Route carried "under" structure: State highway 178,  Year Built: 1976,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 9,500 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 6 AND SR 178,  Facility Carried by Structure: US 45
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 21000450412248B,  Location: US 45 OVER SR 6 (Lat: 34.256972,  Lng: -88.693711),  Route carried "under" structure: State highway 6,  Year Built: 1976,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 9,500 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 6 AND SR 178,  Facility Carried by Structure: US 45
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 31000060411222,  Location: 3.8MI E PONTOTOC CL (Lat: 34.252167,  Lng: -88.757267),  Route carried "under" structure: State highway 6,  Year Built: 1958,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 14,000 (year 2004),  Truck Traffic: 8%,  Features Intersected: SR 6,  Facility Carried by Structure: NATCHEZ TRACE
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 31001450410115A,  Location: SR 145 OVER SR 178 (Lat: 34.272689,  Lng: -88.715467),  Route carried "under" structure: State highway 178,  Year Built: 1967,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 9,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 178,  Facility Carried by Structure: SR 145
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 13.883,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 31001450410115A,  Location: SR 145 OVER SR 178 (Lat: 34.272689,  Lng: -88.715467),  Route carried "under" structure: State highway 178,  Year Built: 1967,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 9,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 178,  Facility Carried by Structure: SR 145
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 13.883,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 31001450410115B,  Location: SR 145 OVER SR 178 (Lat: 34.272689,  Lng: -88.715467),  Route carried "under" structure: State highway 178,  Year Built: 1967,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 9,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 178,  Facility Carried by Structure: SR 145
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 13.883,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 31001450410115B,  Location: SR 145 OVER SR 178 (Lat: 34.272689,  Lng: -88.715467),  Route carried "under" structure: State highway 178,  Year Built: 1967,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 9,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 178,  Facility Carried by Structure: SR 145
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 13.883,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 31001780410863,  Location: NATCHEZ TRACE OVER SR178 (Lat: 34.281867,  Lng: -88.732189),  Route carried "under" structure: State highway 178,  Year Built: 1932,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 3,000 (year 2004),  Truck Traffic: 8%,  Features Intersected: SR 178,  Facility Carried by Structure: NATCHEZ TRACE
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 12.057,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 31001780410863,  Location: NATCHEZ TRACE OVER SR178 (Lat: 34.281867,  Lng: -88.732189),  Route carried "under" structure: State highway 178,  Year Built: 1932,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 3,000 (year 2004),  Truck Traffic: 8%,  Features Intersected: SR 178,  Facility Carried by Structure: NATCHEZ TRACE
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 12.057,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 31001780410884A,  Location: SR178 OVER US 45 (Lat: 34.273972,  Lng: -88.704028),  Route carried "under" structure: US 45,  Year Built: 1966,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 15,500 (year 2005),  Truck Traffic: 8%,  Features Intersected: US 45,  Facility Carried by Structure: SR 178
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 25.563,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 31001780410884A,  Location: SR178 OVER US 45 (Lat: 34.273972,  Lng: -88.704028),  Route carried "under" structure: Ramp US 45,  Year Built: 1966,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 15,500 (year 2005),  Truck Traffic: 8%,  Features Intersected: US 45,  Facility Carried by Structure: SR 178
Minimum Vertical Clearance: 5.96m (19.55ft),  Kilometerpoint: 25.563,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 31001780410884B,  Location: SR178 OVER SR 45 (Lat: 34.273975,  Lng: -88.704036),  Route carried "under" structure: US 45,  Year Built: 1975,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 15,500 (year 2005),  Truck Traffic: 8%,  Features Intersected: US 45,  Facility Carried by Structure: SR 178
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 25.562,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 31001780410884B,  Location: SR178 OVER SR 45 (Lat: 34.273975,  Lng: -88.704036),  Route carried "under" structure: Ramp US 45,  Year Built: 1975,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 15,500 (year 2005),  Truck Traffic: 8%,  Features Intersected: US 45,  Facility Carried by Structure: SR 178
Minimum Vertical Clearance: 5.96m (19.55ft),  Kilometerpoint: 25.562,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 51001780410868,  Location: 0.5 MI E NATCHEZ TRACE (Lat: 34.277831,  Lng: -88.725111),  Route carried "under" structure: State highway 178,  Year Built: 1965,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 9,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 178,  Facility Carried by Structure: COUNTRY CLUB ROAD
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 12.849,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 51001780410868,  Location: 0.5 MI E NATCHEZ TRACE (Lat: 34.277831,  Lng: -88.725111),  Route carried "under" structure: State highway 178,  Year Built: 1965,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 9,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 178,  Facility Carried by Structure: COUNTRY CLUB ROAD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 12.849,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 5100178041088,  Location: 0.3 MI E SR 145 (Lat: 34.273056,  Lng: -88.712222),  Route carried "under" structure: State highway 178,  Year Built: 1962,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 9,000 (year 2005),  Truck Traffic: 1%,  Features Intersected: SR 178,  Facility Carried by Structure: MADISON STREET
Minimum Vertical Clearance: 0.52m (1.71ft),  Kilometerpoint: 1.425,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 5100178041088,  Location: 0.3 MI E SR 145 (Lat: 34.273056,  Lng: -88.712222),  Route carried "under" structure: State highway 178,  Year Built: 1962,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 9,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 178,  Facility Carried by Structure: MADISON STREET
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 1.425,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 51001780410882,  Location: 0.4 MI E US 145 (Lat: 34.273611,  Lng: -88.709444),  Route carried "under" structure: State highway 178,  Year Built: 1962,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 9,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 178,  Facility Carried by Structure: GREEN STREET
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 1.445,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 51001780410882,  Location: 0.4 MI E US 145 (Lat: 34.273611,  Lng: -88.709444),  Route carried "under" structure: State highway 178,  Year Built: 1962,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 9,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 178,  Facility Carried by Structure: GREEN STREET
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 1.445,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)