Bridge Statistics for York, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 175,  Location: 1.0 MI. S.OF YORK (Lat: 32.474664,  Lng: -88.290964),  Route carried "on" structure: State highway 17,  Year Built: 1938,  Status: Open,  Structure Length: 3.40m (11.15ft),  Average Daily Traffic: 2,255 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,695 (year 2039),  Design Load: H 15,  Features Intersected: ALAMUCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 224.214,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.29m (14.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $735,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $809,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 2302,  Location: 1.5 MI. N. OF YORK (Lat: 32.511075,  Lng: -88.298922),  Route carried "on" structure: State highway 17,  Year Built: 1940,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 2,780 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 3,585 (year 2041),  Design Load: H 15,  Features Intersected: LITTLE WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 228.446,  Lanes on structure: 2,  Owner: State 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)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $394,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $433,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 2303,  Location: 2.5 MI. N. OF YORK (Lat: 32.525417,  Lng: -88.299161),  Route carried "on" structure: State highway 17,  Year Built: 1940,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 800 (year 2013),  Truck Traffic: 28%,  Average Future Daily Traffic: 1,032 (year 2041),  Design Load: H 15,  Features Intersected: WHITE OAK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 230.056,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $513,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $564,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 2304,  Location: 3.9 MI. N. OF YORK (Lat: 32.546292,  Lng: -88.299561),  Route carried "on" structure: State highway 17,  Year Built: 1940,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 800 (year 2013),  Truck Traffic: 28%,  Average Future Daily Traffic: 1,032 (year 2041),  Design Load: H 15,  Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 232.359,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 84.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $421,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $463,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 2305,  Location: 5 MI. N. OF YORK (Lat: 32.568261,  Lng: -88.300608),  Route carried "on" structure: State highway 17,  Year Built: 1940,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 800 (year 2013),  Truck Traffic: 28%,  Average Future Daily Traffic: 1,032 (year 2041),  Design Load: H 15,  Features Intersected: BAREBONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 234.792,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $333,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $366,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 2799,  Location: 5.9 MI. S. OF LIVINGSTON (Lat: 32.519667,  Lng: -88.264769),  Route carried "on" structure: US 11,  Year Built: 1925,  Year Reconstructed: 1945,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 2,930 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,915 (year 2039),  Design Load: H 20,  Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.659,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.58m (8.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $513,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $564,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2909,  Location: W CL OF YORK (Lat: 32.480478,  Lng: -88.317633),  Route carried "on" structure: US 11,  Year Built: 1946,  Status: Open,  Structure Length: 11.82m (38.78ft),  Average Daily Traffic: 2,070 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,392 (year 2039),  Design Load: H 20,  Features Intersected: TOOMSUBA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.786,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 41.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.68m (41.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $2,435,000,  Roadway Improvement Cost: $244,000,  Total Project Cost: $2,679,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 4406,  Location: 0.7 MI NW US HWY 11 (Lat: 32.496272,  Lng: -88.306461),  Route carried "on" structure: County highway 1064,  Year Built: 1952,  Status: Posted for load,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 195 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 275 (year 2039),  Design Load: H 15,  Features Intersected: ST LO-SAN FR R,  Facility Carried by Structure: CO RD 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 4.78m (15.68ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $819,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $901,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 4793,  Location: 1.5 MI.W. OF JCT. AL 17 (Lat: 32.437750,  Lng: -88.289508),  Route carried "on" structure: US 8,  Year Built: 1954,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 2,950 (year 2013),  Truck Traffic: 35%,  Average Future Daily Traffic: 3,857 (year 2040),  Design Load: H 15,  Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.046,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,637,000,  Roadway Improvement Cost: $164,000,  Total Project Cost: $1,801,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 7439,  Location: 3.3 MI E MISS LINE (Lat: 32.495000,  Lng: -88.345000),  Route carried "on" structure: County highway 1061,  Year Built: 1961,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 420 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 625 (year 2037),  Design Load: H 15,  Features Intersected: CO RT 1061 BRANCH,  Facility Carried by Structure: ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $474,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $521,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 744,  Location: 4.0 MI E MISS LINE (Lat: 32.490000,  Lng: -88.335000),  Route carried "on" structure: County highway 1061,  Year Built: 1961,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 420 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 625 (year 2039),  Design Load: H 15,  Features Intersected: CO RT 1061 BRANCH,  Facility Carried by Structure: ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: April 2020,  Bridge Improvement Cost: $260,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $286,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 10351,  Location: 2.5 MI SE US HWY 11 (Lat: 32.450403,  Lng: -88.307058),  Route carried "on" structure: County highway 1049,  Year Built: 1970,  Status: Posted for load,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 36 (year 2019),  Average Future Daily Traffic: 54 (year 2038),  Design Load: H 15,  Features Intersected: CO RT 1049 STREAM,  Facility Carried by Structure: ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  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: 4.9m (16.1ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 36.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.14m (7.02ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $308,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $339,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 1087,  Location: 1.3 MI. N. OF SR 17 (Lat: 32.535119,  Lng: -88.285258),  Route carried "on" structure: Interstate 59,  Year Built: 1973,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 20,946 (year 2020),  Truck Traffic: 44%,  Average Future Daily Traffic: 34,322 (year 2040),  Design Load: HS 20,  Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.911,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $4,549,000,  Roadway Improvement Cost: $455,000,  Total Project Cost: $5,004,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 10871,  Location: 2.5 MI. N. OF S.R. 17 (Lat: 32.548636,  Lng: -88.272242),  Route carried "on" structure: Interstate 59,  Year Built: 1973,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 20,946 (year 2020),  Truck Traffic: 44%,  Average Future Daily Traffic: 34,322 (year 2040),  Design Load: HS 20,  Features Intersected: PARKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.834,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.66m (5.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,419,000,  Roadway Improvement Cost: $342,000,  Total Project Cost: $3,761,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 11101,  Location: 4.4MI.N.OF MISS.ST.LINE (Lat: 32.487775,  Lng: -88.346572),  Route carried "on" structure: Interstate 59,  Year Built: 1974,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 9,020 (year 2013),  Truck Traffic: 44%,  Average Future Daily Traffic: 10,370 (year 2039),  Design Load: HS 20,  Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.079,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.29m (33.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,822,000,  Roadway Improvement Cost: $282,000,  Total Project Cost: $3,104,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 11102,  Location: 4.4 MI.N.OF MISS.ST.LINE (Lat: 32.487625,  Lng: -88.346281),  Route carried "on" structure: Interstate 59,  Year Built: 1974,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 9,020 (year 2013),  Truck Traffic: 44%,  Average Future Daily Traffic: 10,370 (year 2039),  Design Load: HS 20,  Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.079,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.29m (33.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,822,000,  Roadway Improvement Cost: $282,000,  Total Project Cost: $3,104,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 11103,  Location: 4.6 MI.N.OF MISS.ST.LINE (Lat: 32.490672,  Lng: -88.343597),  Route carried "on" structure: Interstate 59,  Year Built: 1974,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 19,886 (year 2019),  Truck Traffic: 44%,  Average Future Daily Traffic: 20,741 (year 2041),  Design Load: HS 20,  Features Intersected: UT SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.461,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: Satisfactory,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.44m (4.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,617,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $1,779,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 11104,  Location: 4.7MI.N.OF MISS.ST.LINE (Lat: 32.491567,  Lng: -88.342933),  Route carried "on" structure: County highway 2,  Year Built: 1974,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 100 (year 2000),  Average Future Daily Traffic: 150 (year 2035),  Design Load: HS 20,  Features Intersected: I-59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.63m (34.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,114,000,  Roadway Improvement Cost: $211,000,  Total Project Cost: $2,325,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 11105,  Location: 6.5 MI N OF MISS ST LINE (Lat: 32.509536,  Lng: -88.320975),  Route carried "on" structure: County highway 19,  Year Built: 1974,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 112 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 184 (year 2039),  Design Load: HS 20,  Features Intersected: I-20/59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.52m (34.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,092,000,  Roadway Improvement Cost: $209,000,  Total Project Cost: $2,301,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 11106,  Location: 7.5MI.N.OF MISS.ST.LINE (Lat: 32.517447,  Lng: -88.307728),  Route carried "on" structure: Interstate 59,  Year Built: 1974,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 18,188 (year 2020),  Truck Traffic: 44%,  Average Future Daily Traffic: 29,803 (year 2040),  Design Load: HS 20,  Features Intersected: WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.012,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.56m (5.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,355,000,  Roadway Improvement Cost: $236,000,  Total Project Cost: $2,591,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 11107,  Location: .3MI.S.OF S.R.17 (Lat: 32.519967,  Lng: -88.303614),  Route carried "on" structure: Interstate 59,  Year Built: 1974,  Status: Open,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 9,020 (year 2013),  Truck Traffic: 44%,  Average Future Daily Traffic: 10,370 (year 2033),  Design Load: HS 20,  Features Intersected: AT*N.RR (ABANDON)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.445,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.25m (23.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,585,000,  Roadway Improvement Cost: $259,000,  Total Project Cost: $2,844,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 11108,  Location: .3MI.S. OF S.R.17 (Lat: 32.519522,  Lng: -88.303503),  Route carried "on" structure: Interstate 59,  Year Built: 1974,  Status: Open,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 9,020 (year 2013),  Truck Traffic: 44%,  Average Future Daily Traffic: 10,370 (year 2033),  Design Load: HS 20,  Features Intersected: AT*N.RR (ABANDON)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.445,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.25m (23.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,585,000,  Roadway Improvement Cost: $259,000,  Total Project Cost: $2,844,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 11109,  Location: .4 MI. N. OF S.R. 17 (Lat: 32.525556,  Lng: -88.294144),  Route carried "on" structure: Interstate 59,  Year Built: 1974,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 20,946 (year 2020),  Truck Traffic: 44%,  Average Future Daily Traffic: 34,322 (year 2040),  Design Load: HS 20,  Features Intersected: White Hall Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.549,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  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: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.44m (4.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,209,000,  Roadway Improvement Cost: $221,000,  Total Project Cost: $2,430,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 1111,  Location: 3 MI. N. OF S.R. 17 (Lat: 32.554519,  Lng: -88.266078),  Route carried "on" structure: County highway 19,  Year Built: 1974,  Status: Open,  Structure Length: 11.52m (37.80ft),  Average Daily Traffic: 100 (year 2000),  Average Future Daily Traffic: 150 (year 2028),  Design Load: HS 20,  Features Intersected: I 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 12.39m (40.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,379,000,  Roadway Improvement Cost: $238,000,  Total Project Cost: $2,617,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 11206,  Location: 2.3 MI. N. OF YORK (Lat: 32.521758,  Lng: -88.299108),  Route carried "on" structure: State highway 17,  Year Built: 1974,  Status: Open,  Structure Length: 11.66m (38.25ft),  Average Daily Traffic: 2,780 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 3,585 (year 2033),  Design Load: HS 20,  Features Intersected: I-59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 229.616,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.52m (41.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $3,864,000,  Roadway Improvement Cost: $386,000,  Total Project Cost: $4,250,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 19667,  Location: 7.8 east of Miss. Line (Lat: 32.442550,  Lng: -88.263928),  Route carried "on" structure: US 8,  Year Built: 2010,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 4,752 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 7,787 (year 2040),  Design Load: HS 20,  Features Intersected: SR 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.540,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.82m (28.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,539,000,  Roadway Improvement Cost: $254,000,  Total Project Cost: $2,793,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 19674,  Location: 6.5 MI WEST OF CUBA (Lat: 32.442847,  Lng: -88.263839),  Route carried "on" structure: US 8,  Year Built: 2012,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 1,475 (year 2013),  Truck Traffic: 35%,  Average Future Daily Traffic: 1,928 (year 2033),  Design Load: HS 20,  Features Intersected: SR 17 OVERPASS
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 12.540,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 8.82m (28.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $3,265,000,  Roadway Improvement Cost: $327,000,  Total Project Cost: $3,592,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 1417,  Location: YORK (Lat: 32.486667,  Lng: -88.305000),  Route carried "under" structure: US 11,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 4,940 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 11,  Facility Carried by Structure: A.T.*N. R.R.
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 12.194,  Lanes under structure: 20,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 14.9m (48.9ft)

Find on map >>   Show street view

Structure Number: 11104,  Location: 4.7MI.N.OF MISS.ST.LINE (Lat: 32.491567,  Lng: -88.342933),  Route carried "under" structure: Interstate 20,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 18,040 (year 2013),  Truck Traffic: 44%,  Features Intersected: I-59,  Facility Carried by Structure: COUNTY ROUTE 2
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 7.586,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 26.5m (86.9ft)

Find on map >>   Show street view

Structure Number: 11105,  Location: 6.5 MI N OF MISS ST LINE (Lat: 32.509536,  Lng: -88.320975),  Route carried "under" structure: Interstate 20,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 18,040 (year 2013),  Truck Traffic: 44%,  Features Intersected: I-20/59,  Facility Carried by Structure: CR 19
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 10.469,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

Find on map >>   Show street view

Structure Number: 1111,  Location: 3 MI. N. OF S.R. 17 (Lat: 32.554519,  Lng: -88.266078),  Route carried "under" structure: Interstate 20,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 20,010 (year 2013),  Truck Traffic: 44%,  Features Intersected: I 59,  Facility Carried by Structure: COUNTY RD 19
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 17.708,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 32.0m (105.0ft)

Find on map >>   Show street view

Structure Number: 11206,  Location: 2.3 MI. N. OF YORK (Lat: 32.521758,  Lng: -88.299108),  Route carried "under" structure: Interstate 20,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 20,010 (year 2013),  Truck Traffic: 44%,  Features Intersected: I-59,  Facility Carried by Structure: AL 17
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 12.931,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 32.0m (105.0ft)

Find on map >>   Show street view

Structure Number: 19667,  Location: 7.8 east of Miss. Line (Lat: 32.442550,  Lng: -88.263928),  Route carried "under" structure: State highway 17,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 1,395 (year 2013),  Truck Traffic: 15%,  Features Intersected: SR 17,  Facility Carried by Structure: US 80
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 219.767,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

Find on map >>   Show street view

Structure Number: 19674,  Location: 6.5 MI WEST OF CUBA (Lat: 32.442847,  Lng: -88.263839),  Route carried "under" structure: State highway 17,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 1,395 (year 2013),  Truck Traffic: 15%,  Features Intersected: SR 17 OVERPASS,  Facility Carried by Structure: US 80
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 219.798,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)