Bridge Statistics for South Pittsburg, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 580A4430001,  Location: NEAR STATE LINE (Lat: 34.992669,  Lng: -85.726700),  Route carried "on" structure: City street 443,  Year Built: 1992,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 580 (year 2022),  Average Future Daily Traffic: 928 (year 2040),  Design Load: HS 20,  Features Intersected: POPLAR SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.785,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 580A4440001,  Location: NEAR STATE LINE (Lat: 34.992069,  Lng: -85.722361),  Route carried "on" structure: City street 444,  Year Built: 1940,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,690 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,704 (year 2040),  Design Load: HS 15,  Features Intersected: POPLAR SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.077,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $170,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 580A4470001,  Location: NEAR SOUTH PITTSBURG (Lat: 34.997989,  Lng: -85.737839),  Route carried "on" structure: County highway 447,  Year Built: 1940,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 330 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 528 (year 2040),  Features Intersected: POPLAR SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.180,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $91,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 580A4620001,  Location: 4.2 MI SW JCT SR27&SR156 (Lat: 34.988969,  Lng: -85.771561),  Route carried "on" structure: County highway 462,  Year Built: 1940,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 40 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 64 (year 2041),  Design Load: H 15,  Features Intersected: REXTON HOLLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.964,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 2.7m (8.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 18.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $288,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $433,000 ( Estimate for 2021),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 580Z0020001,  Location: SOUTH PITTSBURG (Lat: 35.009939,  Lng: -85.699661),  Route carried "on" structure: City street 740,  Year Built: 1995,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 150 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 240 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  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: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 58SR0270001,  Location: IN SOUTH PITTSBURG (Lat: 34.992103,  Lng: -85.721147),  Route carried "on" structure: City street 1127,  Year Built: 1928,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,119 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,528 (year 2040),  Design Load: H 15,  Features Intersected: POPLAR SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 58SR0270011,  Location: SOUTH PITTSBURG (Lat: 35.016483,  Lng: -85.698267),  Route carried "on" structure: State highway 156,  Year Built: 1995,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 3,788 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,840 (year 2040),  Design Load: HS 20,  Features Intersected: LEE HIGHWAY (SR-27)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.253,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 58SR0270013,  Location: SOUTH PITTSBURG (Lat: 35.018633,  Lng: -85.697633),  Route carried "on" structure: US 72,  Year Built: 1995,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 9,991 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,232 (year 2040),  Design Load: HS 20,  Features Intersected: NFA 1127 & SEQ VAL RR,  Facility Carried by Structure: FAP 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.265,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 58SR0270015,  Location: SOUTH PITTSBURG (Lat: 34.994867,  Lng: -85.706550),  Route carried "on" structure: US 72,  Year Built: 1995,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 9,991 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,232 (year 2040),  Design Load: HS 20,  Features Intersected: POPLAR SPRINGS BRANCH,  Facility Carried by Structure: FAP 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.481,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.7m (18.7ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 58SR0270023,  Location: SOUTH PITTSBURG (Lat: 35.008000,  Lng: -85.701500),  Route carried "on" structure: US 72,  Year Built: 1995,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 9,991 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,232 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: FAP 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.009,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 0.71m (2.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $249,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $374,000 ( Estimate for 2020)

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Structure Number: 58SR0270025,  Location: SOUTH PITTSBURG (Lat: 35.010267,  Lng: -85.700483),  Route carried "on" structure: US 72,  Year Built: 1995,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,991 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,232 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: FAP 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.283,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $236,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $355,000 ( Estimate for 2020)

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Structure Number: 58SR1500001,  Location: 0.6 MI W JCT SR28 (Lat: 35.085731,  Lng: -85.611114),  Route carried "on" structure: State highway 150,  Year Built: 2018,  Status: Open,  Structure Length: 1.76m (5.77ft),  Average Daily Traffic: 2,909 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,432 (year 2040),  Design Load: HL 93,  Features Intersected: PIPELINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 58SR1560001,  Location: 2 MI.FROM I-24 (Lat: 35.015700,  Lng: -85.696267),  Route carried "on" structure: State highway 156,  Year Built: 1981,  Status: Open,  Structure Length: 46.15m (151.41ft),  Average Daily Traffic: 3,788 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,061 (year 2041),  Design Load: HS 20,  Features Intersected: TENNESSEE RIVER
Minimum Vertical Clearance: 6.93m (22.74ft),  Kilometerpoint: 24.446,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Navigation Control: Yes ( Vertical Clearance: 16.1m (52.8ft), Horizontal Clearance: 224.0m (734.9ft)),  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 228.6m (750.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 58SR0270011,  Location: SOUTH PITTSBURG (Lat: 35.016483,  Lng: -85.698267),  Route carried "under" structure: US 72,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 9,991 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR-156 / SR-27,  Facility Carried by Structure: FAU 156
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 4.007,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 58SR0270013,  Location: SOUTH PITTSBURG (Lat: 35.018633,  Lng: -85.697633),  Route carried "under" structure: Ramp City street 1127,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 4,080 (year 2018),  Truck Traffic: 2%,  Features Intersected: SR-27 / N. CEDAR AVE,  Facility Carried by Structure: FAP 27
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.243,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 58SR0270019,  Location: NEAR SOUTH PITTSBURG TENN (Lat: 35.005617,  Lng: -85.708950),  Route carried "under" structure: City street 1127,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 3,119 (year 2020),  Truck Traffic: 3%,  Features Intersected: PEDESTRIAN WALKWAY,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.591,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 58SR1560001,  Location: SR156/JAYCEE DRIVE (Lat: 35.015633,  Lng: -85.695808),  Route carried "under" structure: City street 744,  Year Built: 1981,  Structure Length: 0. m,  Truck Traffic: 10%,  Features Intersected: SR156,  Facility Carried by Structure: SR156
Minimum Vertical Clearance: 13.70m (44.95ft),  Kilometerpoint: 0.539,  Lanes on structure: 20,  Lanes under structure: 20,  Material/Design: Steel,  Design/Construction: Arch - Thru,  Length of Maximum Span: 228.6m (750.0ft)