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


  • National Bridge Inventory (NBI) Statistics
  • 1,808Number of bridges
  • 60,184ft / 18,344mTotal length
  • $37,578,000Total costs
  • 74,631,982Total average daily traffic
  • 6,054,452Total average daily truck traffic
  • 66,073,556Total future (year 2033) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Dallas
  • No street view available for this location

New bridges in Dallas, TX - historical statistics
  • New bridges - historical statistics
  • 21900-1909
  • 81910-1919
  • 71920-1929
  • 481930-1939
  • 351940-1949
  • 1771950-1959
  • 4791960-1969
  • 4221970-1979
  • 1831980-1989
  • 1591990-1999
  • 1522000-2009
  • 1362010-2018
Reconstructed bridges in Dallas, TX - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21920-1929
  • 01930-1939
  • 11940-1949
  • 131950-1959
  • 331960-1969
  • 541970-1979
  • 351980-1989
  • 271990-1999
  • 212000-2009
  • 42010-2018
Average Bridge Daily Traffic in Dallas, TX
Average Bridge Truck Traffic in Dallas, TX
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 5.6%Excellent
  • 53.6%Very good
  • 31.8%Good
  • 8.1%Satisfactory
  • 0.9%Fair
  • 0.3%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 15.5%Excellent
  • 48.0%Very good
  • 30.8%Good
  • 4.8%Satisfactory
  • 0.9%Fair
  • 0.3%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 4.9%Excellent
  • 44.3%Very good
  • 40.9%Good
  • 8.8%Satisfactory
  • 0.9%Fair
  • 0.4%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 5.9%Excellent
  • 36.4%Very good
  • 40.8%Good
  • 15.7%Satisfactory
  • 1.1%Fair
  • 0.9%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 39.1%Good
  • 54.7%Satisfactory
  • 6.2%Fair
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Structure Number: 180570009202043,  Location: 2.85 MI NW OF IH 20 (Lat: 32.698344,  Lng: -96.744192),  Route carried "on" structure: State highway 310,  Year Built: 1948,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 3,550 (year 2015),  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: 20.198,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  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: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.9 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: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570009202044,  Location: 2.40 MI NW OF IH 20 (Lat: 32.692692,  Lng: -96.740631),  Route carried "on" structure: State highway 310,  Year Built: 1948,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 3,550 (year 2015),  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: 20.861,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 24 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570009202045,  Location: 2.10 MI NW OF IH 20 (Lat: 32.689625,  Lng: -96.738697),  Route carried "on" structure: State highway 310,  Year Built: 1948,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 3,550 (year 2015),  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: 0.213,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  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: 22.90m (75.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 2,540 (year 2015),  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: 22.307,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  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: April 2016,  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: 2,540 (year 2015),  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: 23.038,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  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: 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: 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: April 2016,  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: 2,540 (year 2015),  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: 23.532,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  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: 2.9 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: April 2016,  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: 32.725219,  Lng: -96.758125),  Route carried "on" structure: State highway 310,  Year Built: 1950,  Year Reconstructed: 1981,  Status: Posted for load,  Structure Length: 8.30m (27.23ft),  Average Daily Traffic: 7,300 (year 2015),  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: 1.609,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  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: 1.9 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: 8.30m (27.23ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Critical Feature Inspection Date: June 2016,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $225,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 2,540 (year 2015),  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: 23.038,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  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: 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: April 2016,  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: 2,540 (year 2015),  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: 23.532,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  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: 2.9 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: April 2016,  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: 2,540 (year 2015),  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: 23.775,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  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: 10.4m (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: 2.9 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: April 2016,  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: 3,550 (year 2015),  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: 0.213,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  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: Good,  Superstructure: Good,  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: 22.90m (75.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  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: 2,540 (year 2015),  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: 22.307,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  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: April 2016,  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: 3,550 (year 2015),  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: 20.198,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  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: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.9 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: April 2016,  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: 3,550 (year 2015),  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: 20.861,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  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: 68.60m (225.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  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: 23,250 (year 2015),  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: 3.842,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  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: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: April 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 73.0m (239.5ft),  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: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: April 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570009202371,  Location: 1.55 MI N OF LP 12 (Lat: 32.726061,  Lng: -96.758050),  Route carried "on" structure: State highway 310,  Year Built: 2002,  Status: Open,  Structure Length: 8.37m (27.46ft),  Average Daily Traffic: 7,300 (year 2015),  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: 1.609,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  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: 1.2m (3.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 18,300 (year 2013),  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: 25.322,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 1.8m (5.9ft),  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: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 24,850 (year 2010),  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: 25.947,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  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: 20.7m (67.9ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 84,500 (year 2016),  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: 32.888,  Lanes on structure: 2,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  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: 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: 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: August 2016,  Critical Feature Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 3.288,  Lanes on structure: 1,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  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: 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: 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: July 2016,  Critical Feature Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 3.74m (12.27ft),  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: 32.808,  Lanes on structure: 1,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  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: 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,  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: August 2016,  Critical Feature Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 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 SB Collector
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.602,  Lanes on structure: 2,  Lanes under structure: 30,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  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: Good,  Superstructure: Satisfactory,  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: 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: August 2016,  Critical Feature Inspection Date: December 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 32.571,  Lanes on structure: 2,  Lanes under structure: 26,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  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: Fair,  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: Somewhat better than minimum adequacy,  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: 722.40m (2370.08ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Critical Feature Inspection Date: December 2015,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $225,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570009214197,  Location: IH345 & IH30 Interchange (Lat: 32.792778,  Lng: -96.792892),  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: 30.434,  Lanes on structure: 3,  Lanes under structure: 99,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  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: Poor,  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: Meets minimum limits,  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: 4020.90m (13191.93ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: August 2016,  Critical Feature Inspection Date: June 2017,  Bridge Improvement Cost: $1,478,000,  Roadway Improvement Cost: $370,000,  Total Project Cost: $1,848,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570009214198,  Location: At IH30/IH345 Interchange (Lat: 32.792986,  Lng: -96.792300),  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: 30.434,  Lanes on structure: 3,  Lanes under structure: 99,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  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: Poor,  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: Meets minimum limits,  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: 3997.10m (13113.85ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: August 2016,  Critical Feature Inspection Date: June 2017,  Bridge Improvement Cost: $1,469,000,  Roadway Improvement Cost: $367,000,  Total Project Cost: $1,836,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 31.976,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  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: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 30.922,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  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: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 30.864,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  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: Very good,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 33.963,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  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: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: June 2016,  Critical Feature Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 0.89m (2.92ft),  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: 33.821,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  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: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: June 2016,  Critical Feature Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057000921421,  Location: 0.1 Mi N of Live Oak St (Lat: 32.787167,  Lng: -96.792147),  Route carried "under" structure: Ramp Interstate 345,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 19,850 (year 2013),  Truck Traffic: 14%,  Features Intersected: IH 45 ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.507,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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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: 33.865,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  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: 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: 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: June 2016,  Critical Feature Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570009214211,  Location: IH 345 SB Live Oak Exit (Lat: 32.786561,  Lng: -96.792603),  Route carried "under" structure: Ramp Interstate 345,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 19,850 (year 2013),  Truck Traffic: 14%,  Features Intersected: IH 45 ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.501,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 180570009214214,  Location: 3.5 MI N of Loop 12 (Lat: 32.748536,  Lng: -96.769800),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1973,  Status: Open,  Structure Length: 14.78m (48.49ft),  Average Daily Traffic: 6,920 (year 2013),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,680 (year 2033),  Design Load: HS 20,  Features Intersected: IH 45 Row & U-Turn
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.798,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570009214214,  Location: 3.5 MI N of Loop 12 (Lat: 32.748536,  Lng: -96.769800),  Route carried "under" structure: ServiceInterstate 45,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2016),  Truck Traffic: 20%,  Features Intersected: IH 45 Row & U-Turn
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 28.798,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 180570009214215,  Location: 3.5 MI N of Loop 12 (Lat: 32.749611,  Lng: -96.769483),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1973,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 6,920 (year 2013),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,680 (year 2033),  Design Load: HS 20,  Features Intersected: IH 45 ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.791,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  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: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 26.122,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  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: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 26.125,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  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: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 30,090 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 42,130 (year 2033),  Design Load: HS 20,  Features Intersected: Youngblood Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.307,  Lanes on structure: 3,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  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: 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: 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: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 30,090 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 42,130 (year 2033),  Design Load: HS 20,  Features Intersected: Youngblood Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.307,  Lanes on structure: 3,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  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: 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: 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: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 30,090 (year 2013),  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: 16.587,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  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: 1.9m (6.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 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: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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