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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: 180570044202063,  Location: 0.2 MI N of Illinois Ave. (Lat: 32.723328,  Lng: -96.826592),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Not yet open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 2,000 (year 2013),  Average Future Daily Traffic: 3,000 (year 2035),  Design Load: H 20,  Features Intersected: IH 35E,  Facility Carried by Structure: Louisiana Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.3m (43.6ft)

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: 30.8 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: 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: 180570044202063,  Location: 0.2 MI N of Illinois Ave. (Lat: 32.723328,  Lng: -96.826592),  Route carried "under" structure: Interstate 35,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 185,610 (year 2013),  Truck Traffic: 10%,  Features Intersected: IH 35E,  Facility Carried by Structure: Louisiana Ave.
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 19.931,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 180570044202064,  Location: 2.4 MI N of Loop 12 (Lat: 32.720303,  Lng: -96.827231),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 690 (year 2013),  Average Future Daily Traffic: 690 (year 2035),  Design Load: H 20,  Features Intersected: IH 35E,  Facility Carried by Structure: Illinois Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 6,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  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: 20.1m (65.9ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.6 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 70.70m (231.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $31,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $39,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570044202064,  Location: 2.4 MI N of Loop 12 (Lat: 32.720303,  Lng: -96.827231),  Route carried "under" structure: Interstate 35,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 185,610 (year 2013),  Truck Traffic: 10%,  Features Intersected: IH 35E,  Facility Carried by Structure: Illinois Ave.
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 19.602,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 180570044202065,  Location: 2.3 Mi N of LP 12 (Lat: 32.718550,  Lng: -96.827772),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 185,610 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 259,850 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.411,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 683.0m (2,240.8ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

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: March 2016
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Structure Number: 180570044202066,  Location: 1.9 MI N of Loop 12 (Lat: 32.713011,  Lng: -96.829406),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 92,800 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 129,920 (year 2033),  Design Load: HS 20,  Features Intersected: Saner Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.756,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: 180570044202067,  Location: 4.7 MI N of IH 20 (Lat: 32.707717,  Lng: -96.829792),  Route carried "on" structure: US 67,  Year Built: 1965,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 45,120 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 65,360 (year 2035),  Design Load: HS 20,  Features Intersected: IH 35E SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.344,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 36 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 73.80m (242.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $25,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570044202067,  Location: 4.7 MI N of IH 20 (Lat: 32.707717,  Lng: -96.829792),  Route carried "under" structure: Interstate 35,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 92,800 (year 2013),  Truck Traffic: 10%,  Features Intersected: IH 35E SB,  Facility Carried by Structure: US 67 NB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 18.244,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 18057004420207,  Location: 0.4 Mi N of IH 20 (Lat: 32.647517,  Lng: -96.823528),  Route carried "on" structure: Interstate 35,  Year Built: 1964,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 52,610 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 73,660 (year 2033),  Design Load: HS 20,  Features Intersected: Wheatland Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.347,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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: 180570044202071,  Location: 3.4 MI N of IH 20 (Lat: 32.691169,  Lng: -96.823339),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 0.39m (1.28ft),  Average Daily Traffic: 49,050 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 68,680 (year 2033),  Design Load: HS 20,  Features Intersected: Ann Arbor Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.191,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 174.0m (570.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  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: 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: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570044202072,  Location: 1.1 Mi N of IH 20 (Lat: 32.657672,  Lng: -96.823189),  Route carried "on" structure: Interstate 35,  Year Built: 1964,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 52,610 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 73,660 (year 2033),  Design Load: HS 20,  Features Intersected: Ricketts Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.489,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570044202073,  Location: 1.0 Mi N of Illinois Ave (Lat: 32.734533,  Lng: -96.824231),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 92,800 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 129,920 (year 2033),  Design Load: HS 20,  Features Intersected: Clarendon Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.266,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 24.6m (80.7ft),  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: 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,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570044202074,  Location: 2.8 Mi N of IH 20 (Lat: 32.682708,  Lng: -96.823250),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 51,430 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 72,000 (year 2033),  Design Load: HS 20,  Features Intersected: Woody Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.268,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: 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: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570044202075,  Location: 2.4 MI N of Illinois Ave. (Lat: 32.748461,  Lng: -96.810081),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 52,610 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 73,660 (year 2033),  Design Load: HS 20,  Features Intersected: Tenth St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.808,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 262.0m (859.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 27.5m (90.2ft),  Out-to-Out Width: 29.4m (96.5ft)

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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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: 180570044202076,  Location: 3.2 Mi N of LP 12 (Lat: 32.732922,  Lng: -96.824706),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 12.89m (42.29ft),  Average Daily Traffic: 92,800 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 129,920 (year 2033),  Design Load: HS 20,  Features Intersected: Cedar Creek & Dart RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.017,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.9m (9.5ft),  Curb-To-Curb Width: 1.7m (5.6ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 128.90m (422.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $47,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $59,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570044202077,  Location: 1.9 MI N of Loop 12 (Lat: 32.713042,  Lng: -96.829917),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 92,800 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 129,920 (year 2033),  Design Load: HS 20,  Features Intersected: Saner Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.756,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 23.8m (78.1ft)

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: 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: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18057004420208,  Location: 3.25 MI N of IH 20 (Lat: 32.687917,  Lng: -96.822822),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 12.95m (42.49ft),  Average Daily Traffic: 49,050 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 68,680 (year 2033),  Design Load: HS 20,  Features Intersected: Fivemile Creek & Loop 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.571,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 1.8m (5.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 128.30m (420.93ft),  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: 180570044202081,  Location: 3.1 Mi N of LP 12 (Lat: 32.730825,  Lng: -96.825389),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 92,800 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 129,920 (year 2033),  Design Load: HS 20,  Features Intersected: Brookhaven Dr & Trib Crk
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.082,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 1.7m (5.6ft),  Out-to-Out Width: 20.9m (68.6ft)

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: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570044202085,  Location: 0.6 Mi S of IH 20 (Lat: 32.633183,  Lng: -96.822978),  Route carried "on" structure: Interstate 35,  Year Built: 2004,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 46,000 (year 2014),  Truck Traffic: 25%,  Average Future Daily Traffic: 65,000 (year 2034),  Design Load: HS 20,  Features Intersected: Danieldale Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.527,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Equal to 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: 180570044202086,  Location: 0.6 Mi S of IH 20 (Lat: 32.633628,  Lng: -96.823467),  Route carried "on" structure: Interstate 35,  Year Built: 2005,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 46,000 (year 2014),  Truck Traffic: 25%,  Average Future Daily Traffic: 65,000 (year 2034),  Design Load: HS 20,  Features Intersected: Danieldale Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.527,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to 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: 180570044202098,  Location: 3.1 Mi N of IH 20 (Lat: 32.687925,  Lng: -96.823242),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 12.71m (41.70ft),  Average Daily Traffic: 49,050 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 68,680 (year 2033),  Design Load: HS 20,  Features Intersected: Fivemile Creek & Loop 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.571,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 1.8m (5.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  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,  Underclear: 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: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570044202099,  Location: 3.25 MI N of IH 20 (Lat: 32.687936,  Lng: -96.822717),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 4,490 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,290 (year 2033),  Design Load: H 20,  Features Intersected: Fivemile Creek & Loop 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.571,  Lanes on structure: 1,  Lanes under structure: 8,  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: 8,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  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: High priority of replacement,  Underclear: 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: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805700442021,  Location: 3.1 MI N of IH 20 (Lat: 32.687825,  Lng: -96.823311),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 4,370 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,120 (year 2033),  Design Load: H 20,  Features Intersected: Fivemile Creek & Loop 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.571,  Lanes on structure: 1,  Lanes under structure: 8,  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: 7,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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: High priority of replacement,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 117.30m (384.84ft),  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: 180570044202344,  Location: 2.5 MI N of Illinois Ave. (Lat: 32.751128,  Lng: -96.809758),  Route carried "on" structure: State highway 180,  Year Built: 1959,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 8,500 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,440 (year 2035),  Design Load: HS 20,  Features Intersected: IH 35E,  Facility Carried by Structure: Eight St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.469,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: 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: 180570044202344,  Location: 2.5 MI N of Illinois Ave. (Lat: 32.751128,  Lng: -96.809758),  Route carried "under" structure: Interstate 35,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 177,710 (year 2013),  Truck Traffic: 10%,  Features Intersected: IH 35E,  Facility Carried by Structure: Eight St.
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 23.776,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 180570044202426,  Location: 0.86 MI S OF SPUR 366 (Lat: 32.766239,  Lng: -96.804244),  Route carried "on" structure: Interstate 35,  Year Built: 2016,  Status: Open,  Structure Length: 39.47m (129.49ft),  Average Daily Traffic: 70,000 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 95,300 (year 2036),  Features Intersected: IH 30 & RIVERFRONT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.531,  Lanes on structure: 2,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 223.0m (731.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 6,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570044202426,  Location: 0.86 MI S OF SPUR 366 (Lat: 32.766239,  Lng: -96.804244),  Route carried "under" structure: Interstate 30,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 142,380 (year 2016),  Truck Traffic: 9%,  Features Intersected: IH 30 & RIVERFRONT BLVD,  Facility Carried by Structure: IH 35E NBML & HOV
Minimum Vertical Clearance: 6.65m (21.82ft),  Kilometerpoint: 5.223,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: 180570058101001,  Location: 0.4 Mi NW of SH 78 (Lat: 32.838556,  Lng: -96.706089),  Route carried "on" structure: State highway 12,  Year Built: 1969,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 34,210 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 47,890 (year 2033),  Features Intersected: Dixon Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.047,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 2.5m (8.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 2.5m (8.2ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 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,  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: 180570058101004,  Location: 0.25 Mi W of SH 342 (Lat: 32.684967,  Lng: -96.794297),  Route carried "on" structure: State highway 12,  Year Built: 1930,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 20,200 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,280 (year 2033),  Features Intersected: Lisbon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.081,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.20m (49.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570058101005,  Location: 1.6 Mi S of IH 30 (Lat: 32.777853,  Lng: -96.682861),  Route carried "on" structure: State highway 12,  Year Built: 1997,  Status: Open,  Structure Length: 21.92m (71.92ft),  Average Daily Traffic: 37,000 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 46,040 (year 2036),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.237,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 107.0m (351.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 13.1m (43.0ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 219.20m (719.16ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $63,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570058101006,  Location: 0.60 Mi W of SH 342 (Lat: 32.683461,  Lng: -96.799875),  Route carried "on" structure: State highway 12,  Year Built: 1930,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 20,200 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,280 (year 2033),  Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.636,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 2.5m (8.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 0.7m (2.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.60m (24.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570058101008,  Location: 0.15 Mi E of IH 35E (Lat: 32.686242,  Lng: -96.820894),  Route carried "on" structure: State highway 12,  Year Built: 1930,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 20,200 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,280 (year 2033),  Features Intersected: S Fork of Five Mile Crk
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.724,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 219.0m (718.5ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.70m (90.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $16,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570058101009,  Location: 0.65 MI W of US 175 (Lat: 32.713119,  Lng: -96.694611),  Route carried "on" structure: State highway 12,  Year Built: 1950,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 19,390 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,150 (year 2033),  Features Intersected: Elam Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.256,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016
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Structure Number: 180570058101021,  Location: 0.55 Mi NE of IH 45 (Lat: 32.704617,  Lng: -96.743692),  Route carried "on" structure: State highway 12,  Year Built: 2000,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 19,450 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,230 (year 2033),  Design Load: HS 20,  Features Intersected: UP RR Yard
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.433,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 22.9m (75.1ft),  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: 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: 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: June 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570058101022,  Location: 0.10 Mi SW of IH 45 (Lat: 32.700311,  Lng: -96.755336),  Route carried "on" structure: State highway 12,  Year Built: 1953,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 23,990 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,580 (year 2033),  Design Load: H 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.218,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 305.0m (1,000.7ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 42.6 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: 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: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570058101033,  Location: 0.75 Mi W of SH 342 (Lat: 32.682858,  Lng: -96.802158),  Route carried "on" structure: State highway 12,  Year Built: 1963,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 20,200 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,280 (year 2033),  Design Load: H 20,  Features Intersected: Five Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.813,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 107.0m (351.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: High priority of replacement,  Waterway Adequacy: Equal to present minimum 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: 180570058101037,  Location: 3.9 MI E OF US 75 (Lat: 32.860342,  Lng: -96.719494),  Route carried "on" structure: State highway 12,  Year Built: 1959,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 22,740 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,830 (year 2033),  Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.228,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 317.0m (1,040.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016
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Structure Number: 180570058101038,  Location: 0.30 Mi S of Spur 244 (Lat: 32.857264,  Lng: -96.717528),  Route carried "on" structure: State highway 12,  Year Built: 1959,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 11,370 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,910 (year 2033),  Features Intersected: Lawther Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.629,  Lanes on structure: 2,  Lanes under structure: 2,  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: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 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: Meets minimum limits,  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: 180570058101039,  Location: 0.02 Mi S of LP 12/SP 244 (Lat: 32.860219,  Lng: -96.719597),  Route carried "on" structure: ServiceState highway 12,  Year Built: 1959,  Status: Open,  Structure Length: 0.11m (0.36ft),  Average Daily Traffic: 14,500 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,300 (year 2036),  Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.228,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum 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: 180570058101041,  Location: 1.6 Mi W of SH 278 (Lat: 32.853522,  Lng: -96.717642),  Route carried "on" structure: City street 85,  Year Built: 1960,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 10,450 (year 2016),  Average Future Daily Traffic: 15,000 (year 2036),  Features Intersected: Loop 12,  Facility Carried by Structure: Mockingbird/Peavy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  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: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Fair,  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: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 49.40m (162.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570058101061,  Location: 1.45 Mi N of IH 30 (Lat: 32.817267,  Lng: -96.689608),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 8,000 (year 2016),  Average Future Daily Traffic: 10,000 (year 2036),  Design Load: HS 20,  Features Intersected: LP 12,  Facility Carried by Structure: Ferguson Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 20 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 or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 28.6m (93.8ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 57.90m (189.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $31,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570058101086,  Location: 0.2 MI NW OF Ferguson St (Lat: 32.820394,  Lng: -96.691719),  Route carried "on" structure: State highway 12,  Year Built: 1978,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 31,060 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 43,490 (year 2033),  Design Load: HS 20,  Features Intersected: Ash Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.519,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 23 degrees,  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 or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 28.6m (93.8ft)

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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.40m (89.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $18,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570058101088,  Location: 0.10 Mi SW of IH 45 (Lat: 32.700053,  Lng: -96.755133),  Route carried "on" structure: Ramp State highway 12,  Year Built: 1975,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 11,990 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,790 (year 2033),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.218,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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