Bridge Statistics for Dallas, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 180570009202046,  Location: 1.45 MI NW OF IH 20 (Lat: 32.681725,  Lng: -96.733533),  Route carried "on" structure: State highway 310,  Year Built: 1948,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 3,884 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,550 (year 2035),  Design Load: HS 20,  Features Intersected: NEWTON BRANCH RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.312,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570009202047,  Location: 0.95 MI NW OF IH 20 (Lat: 32.676058,  Lng: -96.729589),  Route carried "on" structure: State highway 310,  Year Built: 1948,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 3,884 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,550 (year 2035),  Design Load: HS 20,  Features Intersected: NEWTON BRANCH RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.043,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570009202056,  Location: 0.65 MI NW OF IH 20 (Lat: 32.672142,  Lng: -96.726772),  Route carried "on" structure: State highway 310,  Year Built: 1948,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 3,884 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,550 (year 2035),  Design Load: HS 20,  Features Intersected: NEWTON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.537,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570009202057,  Location: 0.40 MI NW OF IH 20 (Lat: 32.670139,  Lng: -96.725500),  Route carried "on" structure: State highway 310,  Year Built: 1948,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 3,884 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,550 (year 2035),  Design Load: HS 20,  Features Intersected: NEWTON BRANCH RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.780,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570009202061,  Location: 1.55 MI N OF LP 12 (Lat: 32.725222,  Lng: -96.758328),  Route carried "on" structure: State highway 310,  Year Built: 1950,  Year Reconstructed: 1981,  Status: Posted for load,  Structure Length: 83.00m (272.31ft),  Average Daily Traffic: 5,121 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,220 (year 2035),  Design Load: HS 20,  Features Intersected: TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 39,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 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: 0.1 - 9.9% below),  Length Of Structure Improvement: 83.00m (272.31ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: June 2020,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $225,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009202317,  Location: 0.95 MI NW OF IH 20 (Lat: 32.676103,  Lng: -96.729858),  Route carried "on" structure: State highway 310,  Year Built: 1948,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 3,972 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,550 (year 2035),  Design Load: HS 20,  Features Intersected: NEWTON BRANCH RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.043,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570009202318,  Location: 0.65 MI NW OF IH 20 (Lat: 32.672300,  Lng: -96.727092),  Route carried "on" structure: State highway 310,  Year Built: 1948,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 3,972 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,550 (year 2035),  Design Load: HS 20,  Features Intersected: NEWTON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.537,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570009202319,  Location: 0.40 MI NW OF IH 20 (Lat: 32.670336,  Lng: -96.725836),  Route carried "on" structure: State highway 310,  Year Built: 1948,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 3,972 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,550 (year 2035),  Design Load: HS 20,  Features Intersected: NEWTON BRANCH RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.780,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18057000920232,  Location: 2.10 MI NW OF IH 20 (Lat: 32.689728,  Lng: -96.738992),  Route carried "on" structure: State highway 310,  Year Built: 1948,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 8,219 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,970 (year 2035),  Design Load: HS 20,  Features Intersected: FIVE MILE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.304,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570009202321,  Location: 1.45 MI NW OF IH 20 (Lat: 32.681794,  Lng: -96.733828),  Route carried "on" structure: State highway 310,  Year Built: 1948,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 3,972 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,550 (year 2035),  Design Load: HS 20,  Features Intersected: NEWTON BRANCH RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.312,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570009202322,  Location: 2.85 MI NW OF IH 20 (Lat: 32.698456,  Lng: -96.744475),  Route carried "on" structure: State highway 310,  Year Built: 1948,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 8,219 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,970 (year 2035),  Design Load: HS 20,  Features Intersected: FIVE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.202,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570009202323,  Location: 2.40 MI NW OF IH 20 (Lat: 32.693272,  Lng: -96.741211),  Route carried "on" structure: State highway 310,  Year Built: 1948,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 8,219 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,970 (year 2035),  Design Load: HS 20,  Features Intersected: FIVE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.865,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.86m (22.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570009202348,  Location: 3.20 MI NW OF IH 20 (Lat: 32.702919,  Lng: -96.747631),  Route carried "on" structure: State highway 12,  Year Built: 1999,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 28,052 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,750 (year 2035),  Design Load: HS 20,  Features Intersected: SH 310
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.428,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18057000920237,  Location: 2.00 MI N OF LP 12 (Lat: 32.732192,  Lng: -96.757678),  Route carried "on" structure: State highway 310,  Year Built: 2002,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 2,120 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,025 (year 2035),  Design Load: HS 20,  Features Intersected: TRINITY RIVER R.O.W.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570009202371,  Location: 1.55 MI N OF LP 12 (Lat: 32.725897,  Lng: -96.758156),  Route carried "on" structure: State highway 310,  Year Built: 2002,  Status: Open,  Structure Length: 83.70m (274.61ft),  Average Daily Traffic: 3,947 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,220 (year 2035),  Design Load: HS 20,  Features Intersected: TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 32,  Length of Maximum Span: 61.3m (201.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009207165,  Location: 0.8 Mi E of LP 12 (Lat: 32.808867,  Lng: -96.903858),  Route carried "on" structure: State highway 356,  Year Built: 1963,  Status: Open,  Structure Length: 45.72m (150.00ft),  Average Daily Traffic: 22,259 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 25,620 (year 2033),  Design Load: H 20,  Features Intersected: Elm Frk of Trinity River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.328,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 29 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 18,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009207166,  Location: 1.20 Mi E of LP 12 (Lat: 32.808450,  Lng: -96.900317),  Route carried "on" structure: State highway 356,  Year Built: 1963,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 22,259 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 34,790 (year 2027),  Design Load: H 20,  Features Intersected: Regal Row
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.952,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214191,  Location: At IH30/IH345 Interchange (Lat: 32.781917,  Lng: -96.785511),  Route carried "on" structure: Ramp Interstate 345,  Year Built: 1971,  Status: Open,  Structure Length: 33.56m (110.10ft),  Average Daily Traffic: 167,987 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 130,550 (year 2036),  Design Load: HS 20,  Features Intersected: Main Good Latimer etc
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.895,  Lanes on structure: 2,  Lanes under structure: 15,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 4,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214192,  Location: A IH30/IH345 Interchange (Lat: 32.781478,  Lng: -96.785719),  Route carried "on" structure: Ramp Interstate 345,  Year Built: 1971,  Status: Open,  Structure Length: 11.31m (37.11ft),  Average Daily Traffic: 84,500 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 130,550 (year 2036),  Design Load: HS 20,  Features Intersected: Canton St & Good-Latimer,  Facility Carried by Structure: IH 45 SB Ramp E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.887,  Lanes on structure: 1,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214193,  Location: At IH30/IH345 Interchage (Lat: 32.781561,  Lng: -96.785592),  Route carried "on" structure: Ramp Interstate 345,  Year Built: 1971,  Status: Open,  Structure Length: 37.40m (122.70ft),  Average Daily Traffic: 84,500 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 130,550 (year 2036),  Design Load: HS 20,  Features Intersected: Good Latimer Canton etc,  Facility Carried by Structure: IH 45 SB Conn G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.815,  Lanes on structure: 1,  Lanes under structure: 17,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214194,  Location: At IH30/IH345 Interchange (Lat: 32.780158,  Lng: -96.783467),  Route carried "on" structure: Ramp Interstate 345,  Year Built: 1971,  Status: Open,  Structure Length: 76.14m (249.80ft),  Average Daily Traffic: 167,987 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 130,550 (year 2036),  Design Load: HS 20,  Features Intersected: Elm St Taylor St etc,  Facility Carried by Structure: IH 45 SB Collector
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.609,  Lanes on structure: 2,  Lanes under structure: 30,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 15,  Number Of Approach Spans: 11,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214195,  Location: At IH30/IH345 Interchange (Lat: 32.780561,  Lng: -96.782919),  Route carried "on" structure: Ramp Interstate 345,  Year Built: 1971,  Status: Open,  Structure Length: 72.24m (237.01ft),  Average Daily Traffic: 84,500 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 130,550 (year 2036),  Design Load: HS 20,  Features Intersected: Elm St Taylor St etc,  Facility Carried by Structure: IH 45 NB Collector
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.578,  Lanes on structure: 2,  Lanes under structure: 26,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 19,  Number Of Approach Spans: 5,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 72.24m (237.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: December 2019,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $225,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214197,  Location: IH345 & IH30 Interchange (Lat: 32.762369,  Lng: -96.775247),  Route carried "on" structure: Interstate 345,  Year Built: 1971,  Status: Open,  Structure Length: 402.09m (1319.19ft),  Average Daily Traffic: 32,545 (year 2016),  Truck Traffic: 23%,  Average Future Daily Traffic: 59,000 (year 2036),  Design Load: HS 20,  Features Intersected: IH 30 US 75 Dart Rail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.441,  Lanes on structure: 3,  Lanes under structure: 99,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 98,  Number Of Approach Spans: 54,  Length of Maximum Span: 70.1m (230.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 402.09m (1319.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $1,478,000,  Roadway Improvement Cost: $370,000,  Total Project Cost: $1,848,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214198,  Location: At IH30/IH345 Interchange (Lat: 32.762492,  Lng: -96.774878),  Route carried "on" structure: Interstate 345,  Year Built: 1971,  Status: Open,  Structure Length: 399.71m (1311.38ft),  Average Daily Traffic: 32,545 (year 2016),  Truck Traffic: 23%,  Average Future Daily Traffic: 59,000 (year 2036),  Design Load: HS 20,  Features Intersected: IH 30 US 75 DART etc
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.441,  Lanes on structure: 3,  Lanes under structure: 99,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 98,  Number Of Approach Spans: 53,  Length of Maximum Span: 70.1m (230.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 44.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 399.71m (1311.38ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $1,469,000,  Roadway Improvement Cost: $367,000,  Total Project Cost: $1,836,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214204,  Location: At IH 30/IH45 Interchange (Lat: 32.777856,  Lng: -96.780594),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1972,  Status: Open,  Structure Length: 26.88m (88.19ft),  Average Daily Traffic: 14,240 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 19,940 (year 2033),  Design Load: HS 20,  Features Intersected: Louise St & Dawson St
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 31.982,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 6,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 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 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214205,  Location: 0.8 Mi S OF IH 30 (Lat: 32.769253,  Lng: -96.777825),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1972,  Status: Open,  Structure Length: 30.57m (100.30ft),  Average Daily Traffic: 39,000 (year 2016),  Truck Traffic: 20%,  Average Future Daily Traffic: 64,720 (year 2036),  Design Load: HS 20,  Features Intersected: GRAND AVE/S CESAR CHAVEZ
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.928,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214206,  Location: 0.8 Mi S of IH 30 (Lat: 32.766622,  Lng: -96.775461),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1972,  Status: Open,  Structure Length: 26.15m (85.79ft),  Average Daily Traffic: 39,000 (year 2016),  Truck Traffic: 20%,  Average Future Daily Traffic: 64,720 (year 2036),  Design Load: HS 20,  Features Intersected: S Good Latimer/Grand Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.870,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214209,  Location: 1.0 Mi N of IH 30 (Lat: 32.788758,  Lng: -96.791292),  Route carried "on" structure: Ramp Interstate 345,  Year Built: 1973,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 13,610 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 330 (year 2036),  Design Load: HS 20,  Features Intersected: Good-Latimer Expressway,  Facility Carried by Structure: IH45 NB OFF-RP L
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.970,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18057000921421,  Location: 0.1 Mi N of Live Oak St (Lat: 32.787167,  Lng: -96.792147),  Route carried "on" structure: Ramp Interstate 345,  Year Built: 1973,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 16,900 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 26,110 (year 2036),  Design Load: HS 20,  Features Intersected: IH 45 ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.828,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214211,  Location: IH 345 SB Live Oak Exit (Lat: 32.786561,  Lng: -96.792603),  Route carried "on" structure: Ramp Interstate 345,  Year Built: 1973,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 16,900 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 26,110 (year 2036),  Design Load: HS 20,  Features Intersected: IH 45 ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.872,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum 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: April 2020,  Critical Feature Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18057000921422,  Location: 1.0 MI N of Illinois St. (Lat: 32.726889,  Lng: -96.763192),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1972,  Status: Open,  Structure Length: 21.31m (69.91ft),  Average Daily Traffic: 6,920 (year 2013),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,680 (year 2033),  Design Load: HS 20,  Features Intersected: Trinity River Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.128,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 44.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214221,  Location: 1.0 MI N of Illinois St. (Lat: 32.724847,  Lng: -96.761719),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1972,  Status: Open,  Structure Length: 18.71m (61.38ft),  Average Daily Traffic: 6,920 (year 2013),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,680 (year 2033),  Design Load: HS 20,  Features Intersected: Trinity River Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.131,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214222,  Location: 1.1 Mi N of IH 20 (Lat: 32.674078,  Lng: -96.737786),  Route carried "on" structure: Interstate 45,  Year Built: 1974,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 39,690 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 55,566 (year 2040),  Design Load: HS 20,  Features Intersected: Youngblood Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.311,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214223,  Location: 1.1 Mi N of IH 20 (Lat: 32.674244,  Lng: -96.737439),  Route carried "on" structure: Interstate 45,  Year Built: 1974,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 39,690 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 55,566 (year 2040),  Design Load: HS 20,  Features Intersected: Youngblood Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.311,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214224,  Location: 1.3 Mi N of IH 20 (Lat: 32.678944,  Lng: -96.742017),  Route carried "on" structure: Interstate 45,  Year Built: 1974,  Status: Open,  Structure Length: 38.86m (127.49ft),  Average Daily Traffic: 36,690 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 55,566 (year 2040),  Design Load: HS 20,  Features Intersected: Newton & Five Mile Crks
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.591,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214225,  Location: 1.3 Mi N of IH 20 (Lat: 32.679058,  Lng: -96.741800),  Route carried "on" structure: Interstate 45,  Year Built: 1974,  Status: Open,  Structure Length: 38.86m (127.49ft),  Average Daily Traffic: 42,702 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 42,130 (year 2033),  Design Load: HS 20,  Features Intersected: Newton & Five Mile Crks
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.591,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214226,  Location: 1.7 Mi N of IH 20 (Lat: 32.681914,  Lng: -96.744567),  Route carried "on" structure: Interstate 45,  Year Built: 1974,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 77,810 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 108,934 (year 2040),  Design Load: HS 20,  Features Intersected: Simpson-Stuart Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.328,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214227,  Location: 1.7 Mi N of IH 20 (Lat: 32.681953,  Lng: -96.744472),  Route carried "on" structure: Interstate 45,  Year Built: 1974,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 43,298 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 42,130 (year 2033),  Design Load: HS 20,  Features Intersected: Simpson-Stuart Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.328,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214228,  Location: 1.9 MI N OF IH 20 (Lat: 32.683794,  Lng: -96.746475),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1974,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 6,650 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,320 (year 2033),  Design Load: HS 20,  Features Intersected: FIVE MILE CREEK RELIEF 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.589,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214229,  Location: 1.9 MI N OF IH 20 (Lat: 32.683922,  Lng: -96.746239),  Route carried "on" structure: Interstate 45,  Year Built: 1974,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 38,905 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 54,467 (year 2040),  Design Load: HS 20,  Features Intersected: FIVE MILE CREEK RELIEF 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.589,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place