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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: 180570237401054,  Location: 2.84 MI E OF US 75 (Lat: 32.903114,  Lng: -96.722539),  Route carried "on" structure: Interstate 635,  Year Built: 1967,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 173,560 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 242,980 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.826,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 5.0m (16.4ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Poor,  Culverts: 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,  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
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Structure Number: 180570237401055,  Location: 3.17 MI E OF US 75 (Lat: 32.900278,  Lng: -96.717644),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 20,170 (year 2011),  Average Future Daily Traffic: 30,000 (year 2031),  Design Load: H 20,  Features Intersected: IH 635,  Facility Carried by Structure: SKILLMAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.035,  Lanes on structure: 8,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 68.30m (224.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $45,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401055,  Location: 3.17 MI E OF US 75 (Lat: 32.900278,  Lng: -96.717644),  Route carried "under" structure: Interstate 635,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 173,560 (year 2013),  Truck Traffic: 13%,  Features Intersected: IH 635,  Facility Carried by Structure: SKILLMAN ST
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 5.313,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 180570237401057,  Location: 0.6 MI SE OF SKILLMAN ST (Lat: 32.894678,  Lng: -96.711328),  Route carried "on" structure: City street ,  Year Built: 1967,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 7,610 (year 2011),  Average Future Daily Traffic: 15,000 (year 2031),  Design Load: H 20,  Features Intersected: IH 635,  Facility Carried by Structure: MILLER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.269,  Lanes on structure: 6,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: High priority of corrective action,  Underclear: High priority of corrective action,  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: 180570237401057,  Location: 0.6 MI SE OF SKILLMAN ST (Lat: 32.894678,  Lng: -96.711328),  Route carried "under" structure: Interstate 635,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 152,220 (year 2013),  Truck Traffic: 13%,  Features Intersected: IH 635,  Facility Carried by Structure: MILLER RD
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 0.455,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 180570237401058,  Location: 1.5 MI SE OF SKILLMAN ST (Lat: 32.885778,  Lng: -96.700133),  Route carried "on" structure: Interstate 635,  Year Built: 1967,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 76,110 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 106,550 (year 2033),  Design Load: HS 20,  Features Intersected: PLANO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.996,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 2 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: 20.9m (68.6ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 58.20m (190.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $33,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401059,  Location: 1.5 MI SE OF SKILLMAN ST (Lat: 32.884208,  Lng: -96.698319),  Route carried "on" structure: Interstate 635,  Year Built: 1967,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 152,220 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 213,110 (year 2033),  Design Load: HS 20,  Features Intersected: DIXON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.698,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 427.0m (1,400.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: 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,  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
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Structure Number: 18057023740106,  Location: 2.25 MI SE OF SKILLMAN ST (Lat: 32.879381,  Lng: -96.688594),  Route carried "on" structure: Interstate 635,  Year Built: 1967,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 152,220 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 213,110 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.623,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 512.0m (1,679.8ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: 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,  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
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Structure Number: 180570237401081,  Location: 1.5 MI SE OF SKILLMAN ST (Lat: 32.885697,  Lng: -96.700633),  Route carried "on" structure: Interstate 635,  Year Built: 1967,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 76,110 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 106,550 (year 2033),  Design Load: HS 20,  Features Intersected: PLANO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.996,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 2 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: 20.9m (68.6ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 58.20m (190.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $33,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401104,  Location: 2.3 MI SE OF SKILLMAN ST (Lat: 32.879003,  Lng: -96.689019),  Route carried "on" structure: Interstate 635,  Year Built: 1967,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 77,000 (year 2011),  Truck Traffic: 13%,  Average Future Daily Traffic: 107,800 (year 2031),  Design Load: HS 20,  Features Intersected: KINGSLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.154,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 2.5m (8.2ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 2.5m (8.2ft),  Curb-To-Curb Width: 2.5m (8.2ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 87.80m (288.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $47,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $59,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401112,  Location: 0.3 MI W OF US 75 (Lat: 32.924717,  Lng: -96.769489),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 46,000 (year 2011),  Average Future Daily Traffic: 60,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 635,  Facility Carried by Structure: COIT RD SB
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 29 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: 36.6m (120.1ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 33.1m (108.6ft)

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: 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,  Inspection Date: June 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401112,  Location: 0.3 MI W OF US 75 (Lat: 32.924717,  Lng: -96.769489),  Route carried "under" structure: Interstate 635,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 197,460 (year 2013),  Truck Traffic: 13%,  Features Intersected: IH 635,  Facility Carried by Structure: COIT RD SB
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 11.123,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 180570237401334,  Location: 0.1 MI E OF IH 35 (Lat: 32.908592,  Lng: -96.895106),  Route carried "on" structure: Interstate 635,  Year Built: 1967,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 93,330 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 130,660 (year 2033),  Design Load: HS 20,  Features Intersected: LP 354(HARRY HINES BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.073,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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: 180570237401336,  Location: 0.1 MI E OF IH 35 (Lat: 32.908189,  Lng: -96.894933),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 1967,  Status: Open,  Structure Length: 0.57m (1.87ft),  Average Daily Traffic: 21,560 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 30,180 (year 2031),  Design Load: HS 20,  Features Intersected: LP 354(HARRY HINES BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.307,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  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: 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: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401408,  Location: 2.2 MI E OF MARSH LN (Lat: 32.923511,  Lng: -96.819153),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 52.64m (172.70ft),  Average Daily Traffic: 30,000 (year 2011),  Average Future Daily Traffic: 40,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 635,  Facility Carried by Structure: INWOOD RD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 3,  Lanes under structure: 18,  Owner: State Toll Authority,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 113.0m (370.7ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 16,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 526.40m (1727.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $128,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $160,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401408,  Location: 2.2 MI E OF MARSH LN (Lat: 32.923511,  Lng: -96.819153),  Route carried "under" structure: Other road 635,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 247,000 (year 2011),  Truck Traffic: 11%,  Features Intersected: IH 635,  Facility Carried by Structure: INWOOD RD NB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 15.812,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.9m (157.2ft)

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Structure Number: 180570237401409,  Location: 2.14 MI E OF MARSH LN (Lat: 32.924372,  Lng: -96.821314),  Route carried "on" structure: Other road 635,  Year Built: 1985,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 123,500 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 172,900 (year 2031),  Design Load: HS 20,  Features Intersected: DNT RAMP W-S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.816,  Lanes on structure: 3,  Lanes under structure: 1,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 113.0m (370.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 68.90m (226.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000 ( Estimate for 2010),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401409,  Location: 2.14 MI E OF MARSH LN (Lat: 32.924533,  Lng: -96.821056),  Route carried "under" structure: Alternate City street ,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2011),  Features Intersected: IH 635 EBFR,  Facility Carried by Structure: IH 635 EBFR
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 180570237401412,  Location: 2.21 MI E OF MARSH LN (Lat: 32.927461,  Lng: -96.820303),  Route carried "on" structure: Other road 635,  Year Built: 1985,  Status: Open,  Structure Length: 0.21m (0.69ft),  Average Daily Traffic: 123,000 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 172,200 (year 2031),  Design Load: HS 20,  Features Intersected: DALLAS NORTH TOLLWAY ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.707,  Lanes on structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 113.0m (370.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.21m (0.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000 ( Estimate for 2010),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401413,  Location: 2.24 MI E OF MARSH LN (Lat: 32.924542,  Lng: -96.819425),  Route carried "on" structure: Other road 635,  Year Built: 1985,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 123,000 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 172,200 (year 2031),  Design Load: HS 20,  Features Intersected: DNT RAMP S-E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.652,  Lanes on structure: 3,  Lanes under structure: 1,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 113.0m (370.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 65.80m (215.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000 ( Estimate for 2010),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401414,  Location: 2.18 MI E OF MARSH LN (Lat: 32.924417,  Lng: -96.820206),  Route carried "on" structure: Other road 635,  Year Built: 1985,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 123,000 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 172,200 (year 2031),  Design Load: HS 20,  Features Intersected: DALLAS NORTH TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.576,  Lanes on structure: 3,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 113.0m (370.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.40m (89.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000 ( Estimate for 2010),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401457,  Location: 0.3 MI W OF US 75 (Lat: 32.923728,  Lng: -96.768858),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 46,000 (year 2011),  Average Future Daily Traffic: 60,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 635,  Facility Carried by Structure: COIT RD NB
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 29 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: 36.6m (120.1ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 33.1m (108.6ft)

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: 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,  Inspection Date: June 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401458,  Location: HIGH FIVE INTERCHANGE (Lat: 32.923808,  Lng: -96.765275),  Route carried "on" structure: Interstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 35.36m (116.01ft),  Average Daily Traffic: 98,730 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 138,220 (year 2033),  Design Load: HS 20,  Features Intersected: US 75 AND CW CREEK
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 10.742,  Lanes on structure: 4,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 2.5m (8.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: High priority of corrective action,  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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401459,  Location: HIGH FIVE INTERCHANGE (Lat: 32.924361,  Lng: -96.764900),  Route carried "on" structure: Interstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 36.03m (118.21ft),  Average Daily Traffic: 98,730 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 138,220 (year 2033),  Design Load: HS 20,  Features Intersected: US 75 AND CW CREEK
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 10.721,  Lanes on structure: 4,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 2.5m (8.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057023740146,  Location: HIGH FIVE INTERCHANGE (Lat: 32.923256,  Lng: -96.764936),  Route carried "on" structure: ServiceInterstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 14,540 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,360 (year 2033),  Design Load: HS 20,  Features Intersected: US 75
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 10.669,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 159.0m (521.7ft),  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: 32.6m (107.0ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 27.1m (88.9ft)

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: 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,  Inspection Date: June 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057023740146,  Location: HIGH FIVE INTERCHANGE (Lat: 32.923256,  Lng: -96.764936),  Route carried "under" structure: US 75,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 259,330 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 75,  Facility Carried by Structure: IH 635 EBFR
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 10.393,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 180570237401461,  Location: HIGH FIVE INTERCHANGE (Lat: 32.924908,  Lng: -96.763961),  Route carried "on" structure: ServiceInterstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 18,390 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 25,740 (year 2033),  Design Load: HS 20,  Features Intersected: US 75
Minimum Vertical Clearance: 12.95m (42.49ft),  Kilometerpoint: 10.508,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 159.0m (521.7ft),  Skew: 23 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: 31.4m (103.0ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 27.1m (88.9ft)

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: 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,  Inspection Date: June 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401462,  Location: HIGH FIVE INTERCHANGE (Lat: 32.923308,  Lng: -96.762842),  Route carried "on" structure: ServiceInterstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 19,180 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,850 (year 2031),  Design Load: HS 20,  Features Intersected: COTTONWOOD CREEK
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 1.018,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 159.0m (521.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.8m (9.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 59.10m (193.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $25,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401463,  Location: HIGH FIVE INTERCHANGE (Lat: 32.924875,  Lng: -96.761444),  Route carried "on" structure: ServiceInterstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 19,180 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,850 (year 2031),  Design Load: HS 20,  Features Intersected: COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.018,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 174.0m (570.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401464,  Location: 0.4 MI E OF US 75 (Lat: 32.924147,  Lng: -96.757358),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 3,000 (year 2011),  Average Future Daily Traffic: 4,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 635,  Facility Carried by Structure: TI ACCESS RD
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 323.0m (1,059.7ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 3.2m (10.5ft),  Out-to-Out Width: 44.2m (145.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401464,  Location: 0.4 MI E OF US 75 (Lat: 32.924147,  Lng: -96.757358),  Route carried "under" structure: Interstate 635,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 232,000 (year 2011),  Truck Traffic: 11%,  Features Intersected: IH 635,  Facility Carried by Structure: TI ACCESS RD
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 13.372,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 180570237401465,  Location: 0.7 MI E OF US 75 (Lat: 32.922558,  Lng: -96.753614),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 14.94m (49.02ft),  Average Daily Traffic: 21,100 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 29,540 (year 2031),  Design Load: HS 20,  Features Intersected: IH 635 WB,  Facility Carried by Structure: HOV T-RAMP
Minimum Vertical Clearance: 6.61m (21.69ft),  Kilometerpoint: 9.139,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 159.0m (521.7ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: 180570237401465,  Location: 0.7 MI E OF US 75 (Lat: 32.922558,  Lng: -96.753614),  Route carried "under" structure: Interstate 635,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 211,000 (year 2011),  Truck Traffic: 11%,  Features Intersected: IH 635 WB,  Facility Carried by Structure: HOV T-RAMP
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 9.139,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 180570237401466,  Location: 0.85 MI E OF US 75 (Lat: 32.920758,  Lng: -96.751039),  Route carried "on" structure: Interstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 80,500 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 112,700 (year 2031),  Design Load: HS 20,  Features Intersected: DART RR & TI BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.059,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 372.0m (1,220.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 34.9m (114.5ft),  Out-to-Out Width: 36.6m (120.1ft)

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: Superior to present desirable criteria,  Underclear: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401467,  Location: 0.85 MI E OF US 75 (Lat: 32.920839,  Lng: -96.749653),  Route carried "on" structure: Interstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 161,000 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 225,400 (year 2031),  Design Load: HS 20,  Features Intersected: DART RR & TI BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.059,  Lanes on structure: 7,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 3.9m (12.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 38.7m (127.0ft),  Out-to-Out Width: 40.2m (131.9ft)

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: Superior to present desirable criteria,  Underclear: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401468,  Location: 0.85 MI E OF US 75 (Lat: 32.919697,  Lng: -96.749842),  Route carried "on" structure: ServiceInterstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 28.01m (91.90ft),  Average Daily Traffic: 80,500 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 112,700 (year 2031),  Design Load: HS 20,  Features Intersected: DART RR & TI BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.059,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 280.10m (918.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $63,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401469,  Location: 0.85 MI E OF US 75 (Lat: 32.920553,  Lng: -96.748178),  Route carried "on" structure: ServiceInterstate 635,  Year Built: 2003,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 21,100 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 29,540 (year 2031),  Design Load: HS 20,  Features Intersected: TI BLVD & DART RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.837,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 1.1m (3.6ft)

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: High priority of replacement,  Underclear: Superior to present desirable 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057023740147,  Location: 0.85 MI E OF US 75 (Lat: 32.921108,  Lng: -96.749397),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2003,  Status: Open,  Structure Length: 15.82m (51.90ft),  Average Daily Traffic: 23,200 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,480 (year 2031),  Design Load: HS 20,  Features Intersected: TI BLVD & DART RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.635,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

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: 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: April 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401471,  Location: 0.9 MI E OF US 75 (Lat: 32.918592,  Lng: -96.747356),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 41.94m (137.60ft),  Average Daily Traffic: 23,200 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,480 (year 2031),  Design Load: HS 20,  Features Intersected: TI BLVD/DART RR/RAMP S-E,  Facility Carried by Structure: RAMP W-GREEN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.775,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 10,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.6m (38.1ft)

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: 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: December 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401471,  Location: 0.9 MI E OF US 75 (Lat: 32.919931,  Lng: -96.750897),  Route carried "under" structure: Alternate City street ,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2011),  Features Intersected: RAMP W-GREEN,  Facility Carried by Structure: RAMP W-GREEN
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 180570237401472,  Location: 0.8 MI E OF US 75 (Lat: 32.920239,  Lng: -96.751028),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 19.29m (63.29ft),  Average Daily Traffic: 23,200 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,480 (year 2031),  Design Load: HS 20,  Features Intersected: IH 635/US 75 INTERCHANGE,  Facility Carried by Structure: RAMP US75-GREEN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.181,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

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: Better than 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: 180570237401473,  Location: 1.3 MI E OF US 75 (Lat: 32.916650,  Lng: -96.743653),  Route carried "on" structure: ServiceCity street ,  Year Built: 2005,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 3,000 (year 2011),  Average Future Daily Traffic: 6,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 635,  Facility Carried by Structure: GREENVILLE U-TURN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 1 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: 23.5m (77.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  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: High priority of replacement,  Underclear: High priority of corrective action,  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: 180570237401473,  Location: 1.3 MI E OF US 75 (Lat: 32.916650,  Lng: -96.743653),  Route carried "under" structure: Interstate 635,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 161,000 (year 2011),  Truck Traffic: 12%,  Features Intersected: IH 635,  Facility Carried by Structure: GREENVILLE U-TURN
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 7.899,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 180570237401474,  Location: HIGH FIVE INTERCHANGE (Lat: 32.926444,  Lng: -96.762589),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 38.59m (126.61ft),  Average Daily Traffic: 23,200 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,480 (year 2031),  Design Load: HS 20,  Features Intersected: IH 635/US 75 INTERCHANGE
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 13.181,  Lanes on structure: 2,  Lanes under structure: 24,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 74.1m (243.1ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570237401474,  Location: HIGH FIVE INTERCHANGE (Lat: 32.926444,  Lng: -96.762589),  Route carried "under" structure: Interstate 635,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 232,000 (year 2011),  Truck Traffic: 11%,  Features Intersected: IH 635/US 75 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 74.1m (243.1ft)

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Structure Number: 180570237401475,  Location: HIGH FIVE INTERCHANGE (Lat: 32.927758,  Lng: -96.761458),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2003,  Status: Open,  Structure Length: 107.41m (352.40ft),  Average Daily Traffic: 23,200 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,480 (year 2031),  Design Load: HS 20,  Features Intersected: IH 635/US 75 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.649,  Lanes on structure: 2,  Lanes under structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 22,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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