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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: 1805709D0470013,  Location: 0.48 MI N OF WALNUT HILL (Lat: 32.886531,  Lng: -96.809064),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 750 (year 2009),  Average Future Daily Traffic: 1,020 (year 2029),  Design Load: H 20,  Features Intersected: DALLAS N TOLLWAY,  Facility Carried by Structure: MEADERS LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470013,  Location: 0.48 MI N OF WALNUT HILL (Lat: 32.886531,  Lng: -96.809064),  Route carried "under" structure: Other road ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 76,781 (year 2011),  Features Intersected: MEADERS LN,  Facility Carried by Structure: MEADERS LN
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 13.097,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 1805709D0470014,  Location: 0.48 MI N OF ALPHA RD (Lat: 32.939881,  Lng: -96.821844),  Route carried "on" structure: Other road ,  Year Built: 1983,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 12,340 (year 2011),  Average Future Daily Traffic: 31,819 (year 2031),  Design Load: HS 20,  Features Intersected: SPRING VALLEY RD,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.674,  Lanes on structure: 7,  Lanes under structure: 11,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 268.0m (879.3ft),  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: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.0m,  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470014,  Location: 0.48 MI N OF ALPHA RD (Lat: 32.939881,  Lng: -96.821844),  Route carried "under" structure: City street ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 12,340 (year 2011),  Features Intersected: DALLAS N TOLLWAY,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 14.674,  Lanes on structure: 7,  Lanes under structure: 11,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 1805709D0470015,  Location: 0.4 MI SW OF CEDAR SPRGS (Lat: 32.811094,  Lng: -96.817897),  Route carried "on" structure: Other road ,  Year Built: 1966,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 78,925 (year 2011),  Average Future Daily Traffic: 126,280 (year 2031),  Design Load: HS 20,  Features Intersected: WYCLIFF AVE,  Facility Carried by Structure: DALLAS NO TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.988,  Lanes on structure: 6,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 287.0m (941.6ft),  Skew: 34 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: 20.7m (67.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 3.0m (9.8ft)

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: 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: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470015,  Location: 0.4 MI SW OF CEDAR SPRGS (Lat: 32.811094,  Lng: -96.817897),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 11,400 (year 2011),  Features Intersected: DNT,  Facility Carried by Structure: DALLAS NO TOLLWAY
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 4.988,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 1805709D0470016,  Location: 0.4 MI S OF WALNUT HILL (Lat: 32.873886,  Lng: -96.810606),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 4,135 (year 2011),  Average Future Daily Traffic: 6,424 (year 2032),  Design Load: H 20,  Features Intersected: DALLAS N TOLLWAY,  Facility Carried by Structure: PARK LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.919,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470017,  Location: 0.3 MI W OF DOUGLAS BLVD (Lat: 32.845406,  Lng: -96.813786),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,666 (year 2011),  Average Future Daily Traffic: 2,147 (year 2031),  Design Load: H 20,  Features Intersected: DALLAS NORTH TOLLWAY,  Facility Carried by Structure: UNIVERSITY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470017,  Location: 0.3 MI W OF DOUGLAS BLVD (Lat: 32.845406,  Lng: -96.813786),  Route carried "under" structure: Other road ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 76,781 (year 2011),  Features Intersected: UNIVERSITY BLVD,  Facility Carried by Structure: UNIVERSITY BLVD
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 17.498,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 1805709D0470018,  Location: 0.2 MI S OF OAK LAWN AVE (Lat: 32.798200,  Lng: -96.814186),  Route carried "on" structure: Other road ,  Year Built: 1966,  Status: Open,  Structure Length: 13.78m (45.21ft),  Average Daily Traffic: 6,450 (year 2009),  Average Future Daily Traffic: 9,440 (year 2027),  Design Load: HS 20,  Features Intersected: HARRY HINES BLVD NB,  Facility Carried by Structure: DALLAS N TLWY SB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 22.204,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 104.0m (341.2ft),  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: 42.7m (140.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 137.80m (452.10ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2015,  Critical Feature Inspection Date: May 2017,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $40,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470019,  Location: 0.5 MI N OF LBJ FWY (Lat: 32.932556,  Lng: -96.822000),  Route carried "on" structure: Other road ,  Year Built: 1983,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 35,000 (year 2009),  Average Future Daily Traffic: 68,500 (year 2029),  Design Load: HS 20,  Features Intersected: ALPHA ROAD,  Facility Carried by Structure: DALLAS N TOLLWY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.896,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.9m (55.4ft)

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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 76.80m (251.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $33,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470019,  Location: 0.5 MI N OF LBJ FWY (Lat: 32.932556,  Lng: -96.822000),  Route carried "under" structure: City street ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2009),  Features Intersected: DALLAS N TOLLWAY SB,  Facility Carried by Structure: DALLAS N TOLLWY SB
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 2.896,  Lanes on structure: 4,  Lanes under structure: 9,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 1805709D0470025,  Location: 1.2 MI S OF LBJ FREEWAY (Lat: 32.909544,  Lng: -96.814731),  Route carried "on" structure: Other road ,  Year Built: 1966,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 76,845 (year 2011),  Average Future Daily Traffic: 106,853 (year 2031),  Features Intersected: FOREST LANE,  Facility Carried by Structure: DALLAS NO. TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.884,  Lanes on structure: 6,  Lanes under structure: 7,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 2.8m (9.2ft),  Skew: 31 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: 1.8m (5.9ft),  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470025,  Location: 1.2 MI S OF LBJ FREEWAY (Lat: 32.909544,  Lng: -96.814731),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2011),  Features Intersected: DNT,  Facility Carried by Structure: DALLAS NO. TOLLWAY
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 7.884,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 1.8m (5.9ft)

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Structure Number: 1805709D0470029,  Location: 1.8 MILES NORTH OF IH 35E (Lat: 32.821267,  Lng: -96.816717),  Route carried "on" structure: Other road ,  Year Built: 1966,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 81,293 (year 2011),  Average Future Daily Traffic: 126,280 (year 2031),  Design Load: HS 20,  Features Intersected: LEMMON AVENUE,  Facility Carried by Structure: DALLAS N. TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.043,  Lanes on structure: 6,  Lanes under structure: 7,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 287.0m (941.6ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 3.0m (9.8ft)

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: 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: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470029,  Location: 1.8 MILES NORTH OF IH 35E (Lat: 32.821267,  Lng: -96.816717),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 28,068 (year 2011),  Features Intersected: DNT,  Facility Carried by Structure: DALLAS N. TOLLWAY
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 22.043,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 1805709D0470031,  Location: 0.8 MI S OF MOCKINGBIRD (Lat: 32.826711,  Lng: -96.816050),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 3,400 (year 2011),  Average Future Daily Traffic: 6,000 (year 2031),  Design Load: H 20,  Features Intersected: NORTH DALLAS TOLLWAY,  Facility Carried by Structure: BORDEAUX AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.961,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470031,  Location: 0.8 MI S OF MOCKINGBIRD (Lat: 32.826711,  Lng: -96.816050),  Route carried "under" structure: Other road ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 75,000 (year 2011),  Features Intersected: BORDEAUX AVENUE,  Facility Carried by Structure: BORDEAUX AVENUE
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 1805709D0470032,  Location: 0.3 MI S OF MOCKINGBIRD (Lat: 32.832325,  Lng: -96.815661),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 5,300 (year 2011),  Average Future Daily Traffic: 9,300 (year 2031),  Design Load: H 20,  Features Intersected: NORTH DALLAS TOLLWAY,  Facility Carried by Structure: BEVERLY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.182,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.20m (99.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470032,  Location: 0.3 MI S OF MOCKINGBIRD (Lat: 32.832325,  Lng: -96.815661),  Route carried "under" structure: Other road ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 75,000 (year 2011),  Features Intersected: BEVERLY DRIVE,  Facility Carried by Structure: BEVERLY DRIVE
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 1805709D0470033,  Location: 0.7 MI S OF KELLER SPRING (Lat: 32.959719,  Lng: -96.820894),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 8,735 (year 2011),  Average Future Daily Traffic: 15,000 (year 2031),  Design Load: HS 20,  Features Intersected: DALLAS NORTH TOLLWAY,  Facility Carried by Structure: ARAPAHO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 9,  Lanes under structure: 8,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 235.0m (771.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 31.9m (104.7ft),  Out-to-Out Width: 3.9m (12.8ft)

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: 34.70m (113.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $30,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470033,  Location: 0.7 MI S OF KELLER SPRING (Lat: 32.959719,  Lng: -96.820894),  Route carried "under" structure: Other road ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 28,370 (year 2011),  Features Intersected: ARAPAHO RD,  Facility Carried by Structure: ARAPAHO RD
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 116.171,  Lanes on structure: 9,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 1805709D0470203,  Location: 0.7 MI S OF UNIV BLVD (Lat: 32.836694,  Lng: -96.814817),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 26,960 (year 2011),  Average Future Daily Traffic: 50,901 (year 2031),  Design Load: H 20,  Features Intersected: NORTH DALLAS TOLLWAY,  Facility Carried by Structure: MOCKINGBIRD LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.953,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.20m (99.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D0470203,  Location: 0.7 MI S OF UNIV BLVD (Lat: 32.836694,  Lng: -96.814817),  Route carried "under" structure: Other road ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 75,000 (year 2011),  Features Intersected: MOCKINGBIRD LANE,  Facility Carried by Structure: MOCKINGBIRD LANE
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 18.504,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 1805709D0470205,  Location: 0.35 MI S OF ROYAL LN (Lat: 32.889792,  Lng: -96.808428),  Route carried "on" structure: Other road ,  Year Built: 1967,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 102,115 (year 2011),  Average Future Daily Traffic: 141,994 (year 2031),  Features Intersected: BROWNING BRANCH,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 30 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: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017
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Structure Number: 1805709D0470206,  Location: 0.25 MI S OF MEADERS LN (Lat: 32.883039,  Lng: -96.809203),  Route carried "on" structure: Other road ,  Year Built: 1967,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 102,115 (year 2011),  Average Future Daily Traffic: 141,994 (year 2031),  Features Intersected: TRIB OF BROWNING BR,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017
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Structure Number: 1805709D0470207,  Location: 0.25 MI N OF NW HIGHWAY (Lat: 32.869108,  Lng: -96.810892),  Route carried "on" structure: Other road ,  Year Built: 1967,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 102,115 (year 2011),  Average Future Daily Traffic: 141,994 (year 2031),  Features Intersected: FREEMAN BRANCH,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 7,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Very 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017
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Structure Number: 1805709D1680002,  Location: 0.3 MI EAST OF PRESTON RD (Lat: 32.976094,  Lng: -96.799342),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 6,850 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,200 (year 2031),  Design Load: HS 20,  Features Intersected: MCKAMY BRANCH,  Facility Carried by Structure: DAVENPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 37.50m (123.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $14,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D3540003,  Location: 0.02 MI N OF IH 635 (Lat: 32.908278,  Lng: -96.891039),  Route carried "on" structure: City street ,  Year Built: 1969,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 12,515 (year 2011),  Average Future Daily Traffic: 19,400 (year 2031),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: DENTON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.981,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 247.0m (810.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 2.3m (7.5ft)

Condition: Channel: Very 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 2017
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Structure Number: 1805709D3540004,  Location: 0.4 MI N OF ROYAL LANE (Lat: 32.901542,  Lng: -96.890289),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 12,770 (year 2011),  Average Future Daily Traffic: 19,800 (year 2031),  Features Intersected: RICHARDS BRANCH,  Facility Carried by Structure: DENTON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.866,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  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: 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 2017
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Structure Number: 1805709D3540005,  Location: 0.25 MI N OF WALNUT HILL (Lat: 32.884836,  Lng: -96.884775),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 11,535 (year 2011),  Average Future Daily Traffic: 18,000 (year 2031),  Features Intersected: DANIELS CREEK,  Facility Carried by Structure: DENTON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.861,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.30m (69.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017
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Structure Number: 1805709D3540006,  Location: 0.1 MI S OF LOMBARDY LN (Lat: 32.864956,  Lng: -96.879278),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 12,000 (year 2011),  Average Future Daily Traffic: 18,000 (year 2031),  Features Intersected: JOES CREEK,  Facility Carried by Structure: DENTON DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.194,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D3540007,  Location: 0.5 MI S OF W CHAPEL EXT (Lat: 32.846069,  Lng: -96.869842),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 8,540 (year 2011),  Average Future Daily Traffic: 16,123 (year 2031),  Features Intersected: BACHMAN CREEK,  Facility Carried by Structure: DENTON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.607,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 137.0m (449.5ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Very 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 63.40m (208.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $24,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D5850005,  Location: 0.50 MI S OF IH 20 (Lat: 32.672886,  Lng: -96.671756),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Posted for load,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 500 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,000 (year 2031),  Features Intersected: TRINITY RIVER RELIEF,  Facility Carried by Structure: DOWDY FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.097,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: 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: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709D7170001,  Location: 0.20 MI N OF KIEST BLVD (Lat: 32.709006,  Lng: -96.908703),  Route carried "on" structure: City street 159,  Year Built: 1986,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 4,000 (year 2011),  Average Future Daily Traffic: 5,000 (year 2031),  Features Intersected: FIVE MILE CREEK TRIB,  Facility Carried by Structure: DUNCANVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.496,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 0.3m (1.0ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.80m (101.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $156,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $195,000
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Structure Number: 1805709E0960003,  Location: 0.10 MI S LAKE HIGHLANDS (Lat: 32.852606,  Lng: -96.701303),  Route carried "on" structure: City street 112,  Year Built: 1957,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 16,080 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,000 (year 2031),  Design Load: HS 20,  Features Intersected: DIXON BRANCH,  Facility Carried by Structure: EASTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 25 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 2.2m (7.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709E0960004,  Location: 0.30 MI SE OF SH 78 (Lat: 32.840181,  Lng: -96.686942),  Route carried "on" structure: City street 112,  Year Built: 1957,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 10,000 (year 2011),  Average Future Daily Traffic: 16,300 (year 2031),  Features Intersected: DIXON BRANCH TRIB,  Facility Carried by Structure: EASTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.669,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016
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Structure Number: 1805709E0980001,  Location: 0.45 MI E OF LP 12 (Lat: 32.784236,  Lng: -96.676319),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 1,600 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,000 (year 2031),  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: EASTPOINT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.3m (60.0ft)

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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.60m (47.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709E1000002,  Location: 0.02 MI N OF SKILLMAN AVE (Lat: 32.863467,  Lng: -96.749492),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 5,000 (year 2015),  Average Future Daily Traffic: 6,685 (year 2035),  Design Load: HS 20,  Features Intersected: CARUTH CREEK,  Facility Carried by Structure: EASTRIDGE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.9m (71.9ft)

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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709E1530001,  Location: 0.4 MI SW US 175 (Lat: 32.674453,  Lng: -96.613431),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 2,200 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,000 (year 2031),  Design Load: HS 20,  Features Intersected: HICKORY CREEK,  Facility Carried by Structure: EDD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Very 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 51.20m (167.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709E1920001,  Location: 0.15 MI S OF IH 30 (Lat: 32.763067,  Lng: -96.842772),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 3,250 (year 2011),  Average Future Daily Traffic: 5,000 (year 2031),  Features Intersected: COOMBS CREEK,  Facility Carried by Structure: EDGEFIELD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 1.2m (3.9ft),  Out-to-Out Width: 1.6m (5.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709E2720002,  Location: 0.20 MI E OF SH 342 (Lat: 32.747803,  Lng: -96.796106),  Route carried "on" structure: City street ,  Year Built: 1974,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 10,130 (year 2011),  Average Future Daily Traffic: 18,230 (year 2031),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: E EIGHTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.883,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 54.90m (180.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1805709E3280001,  Location: 0.1 Mi NW OF HERMOSA (Lat: 32.834925,  Lng: -96.693553),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 900 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,500 (year 2031),  Features Intersected: DIXON BRANCH TRIB,  Facility Carried by Structure: EL PATIO DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 1.2m (3.9ft)

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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709E3640001,  Location: 0.20 MI W OF US 175 (Lat: 32.719806,  Lng: -96.696986),  Route carried "on" structure: City street ,  Year Built: 1951,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 0.28m (0.92ft),  Average Daily Traffic: 3,960 (year 2011),  Average Future Daily Traffic: 7,140 (year 2031),  Design Load: H 20,  Features Intersected: ELAM CREEK,  Facility Carried by Structure: ELAM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.753,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805709E3640002,  Location: 1.45 MI E OF US 175 (Lat: 32.719603,  Lng: -96.668414),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 7,930 (year 2011),  Average Future Daily Traffic: 14,270 (year 2031),  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: ELAM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.028,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 39 degrees,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Satisfactory,  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 replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 34.40m (112.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $19,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1805709E3640003,  Location: 0.1 MI W OF MASTERS DRIVE (Lat: 32.719542,  Lng: -96.649761),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 3,960 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,000 (year 2031),  Features Intersected: HATFIELD CRK,  Facility Carried by Structure: ELAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.597,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 2.9m (9.5ft)

Condition: Channel: Satisfactory,  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,  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: 14.60m (47.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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