Bridge Statistics for Tyronza, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 2884,  Location: .99 MI N JCT OF US 63 (Lat: 35.484189,  Lng: -90.322608),  Route carried "on" structure: State highway 135,  Year Built: 1954,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 1,100 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,105 (year 2028),  Design Load: H 15,  Features Intersected: DEAD TIMBER LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.593,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1350,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Other Special Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7012,  Location: .5 M SE of Jct. SH 118 (Lat: 35.479078,  Lng: -90.348339),  Route carried "on" structure: Interstate 555,  Year Built: 2005,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 12,271 (year 2018),  Truck Traffic: 26%,  Average Future Daily Traffic: 6,209 (year 2028),  Design Load: HS 20,  Features Intersected: Dead Timber Lake
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.521,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7013,  Location: JCT. SH 118 & I-555 (Lat: 35.480819,  Lng: -90.358700),  Route carried "on" structure: State highway 118,  Year Built: 2006,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 1,082 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 658 (year 2028),  Design Load: HS 20,  Features Intersected: I-555 - Sec. 02
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.026,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 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: 7019,  Location: JCT SH 135 & I-555 (Lat: 35.473139,  Lng: -90.335219),  Route carried "on" structure: State highway 135,  Year Built: 2007,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 1,100 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 1,105 (year 2028),  Design Load: HS 20,  Features Intersected: I-555
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: 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,  Inspection Date: May 2021,  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: 10005,  Location: 0.6 Mi W SH 276-Hagler (Lat: 34.270447,  Lng: -91.538347),  Route carried "on" structure: County highway 2,  Year Built: 1965,  Year Reconstructed: 2003,  Status: Posted for load,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 30 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 12 (year 2007),  Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 11.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Roadway Improvement Cost: $109,000,  Total Project Cost: $210,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 10048,  Location: 2.1 Mi E US 165-Gillett (Lat: 34.106339,  Lng: -91.335761),  Route carried "on" structure: County highway 61,  Year Built: 1945,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 20 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 118 (year 2007),  Features Intersected: Little Post Bayou
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.412,  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),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: A2885,  Location: 2.43 M N JCT US 63 &SH135 (Lat: 35.505106,  Lng: -90.323044),  Route carried "on" structure: State highway 135,  Year Built: 1954,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 1,100 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,105 (year 2028),  Design Load: H 15,  Features Intersected: TYRONZA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.297,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1350,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 39.9 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: 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: 9.72m (31.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Other Special Inspection Date: June 2021,  Roadway Improvement Cost: $156,000,  Total Project Cost: $839,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A3311,  Location: .8MI E JCT SH 135 (Lat: 35.511300,  Lng: -90.308881),  Route carried "on" structure: State highway 118,  Year Built: 1960,  Year Reconstructed: 1975,  Status: Posted for load,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 780 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 633 (year 2028),  Design Load: H 15,  Features Intersected: TYRONZA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.996,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: A3872,  Location: 1.8 MI N JCT US 63 (Lat: 35.509950,  Lng: -90.358231),  Route carried "on" structure: State highway 118,  Year Built: 1964,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 440 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 546 (year 2028),  Design Load: H 15,  Features Intersected: TYRONZA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.808,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 8.87m (29.10ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Other Special Inspection Date: June 2021,  Total Project Cost: $372,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: A717,  Location: 3.19 M S of Jct. SH 75 (Lat: 35.502628,  Lng: -90.384058),  Route carried "on" structure: Interstate 555,  Year Built: 2011,  Status: Open,  Structure Length: 9.21m (30.22ft),  Average Daily Traffic: 11,000 (year 2018),  Truck Traffic: 24%,  Average Future Daily Traffic: 8,750 (year 2029),  Design Load: HL 93,  Features Intersected: Tyronza River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.850,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  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: M3425,  Location: 1.9 MI N JCT US 63 (Lat: 35.511311,  Lng: -90.358450),  Route carried "on" structure: State highway 118,  Year Built: 1966,  Status: Posted for load,  Structure Length: 2.00m (6.56ft),  Average Daily Traffic: 440 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 23 (year 2033),  Features Intersected: Ditch - Side Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.647,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 5.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  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: > 39.9% below),  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Roadway Improvement Cost: $109,000,  Total Project Cost: $267,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: M4056,  Location: 1.20 E JCT SH 149 & 322 (Lat: 35.483239,  Lng: -90.393400),  Route carried "on" structure: State highway 322,  Year Built: 1980,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 290 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 298 (year 2028),  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.867,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Other Special Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7013,  Location: JCT. SH 118 & I-555 (Lat: 35.480819,  Lng: -90.358700),  Route carried "under" structure: US 555,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2014),  Truck Traffic: 24%,  Features Intersected: I-555 - Sec.02,  Facility Carried by Structure: SH 118-02-LM 6.23
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 13.486,  Length of Maximum Span: 0.0m

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Structure Number: 7013,  Location: JCT. SH 118 & I-555 (Lat: 35.480819,  Lng: -90.358700),  Route carried "under" structure: Interstate 555,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2014),  Truck Traffic: 24%,  Features Intersected: I-555- Sec. 02,  Facility Carried by Structure: SH 118-02-LM 6.23
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 13.486,  Length of Maximum Span: 0.0m

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Structure Number: 7019,  Location: JCT SH 135 & I-555 (Lat: 35.473139,  Lng: -90.335219),  Route carried "under" structure: Interstate 555,  Structure Length: 0. m,  Average Daily Traffic: 4,950 (year 2013),  Truck Traffic: 18%,  Features Intersected: I-555,  Facility Carried by Structure: SH 135
Minimum Vertical Clearance: 5.40m (17.72ft),  Kilometerpoint: 11.153,  Length of Maximum Span: 0.0m

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Structure Number: 7019,  Location: JCT SH 135 & I-555 (Lat: 35.473139,  Lng: -90.335219),  Route carried "under" structure: Interstate 555,  Structure Length: 0. m,  Average Daily Traffic: 4,950 (year 2013),  Truck Traffic: 18%,  Features Intersected: I-555,  Facility Carried by Structure: SH 135
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 11.153,  Length of Maximum Span: 0.0m