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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: 1804309M2980002,  Location: 0.10 MI W OF HILLCREST RD (Lat: 32.987878,  Lng: -96.785667),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 7,505 (year 2011),  Average Future Daily Traffic: 8,000 (year 2031),  Features Intersected: EAST FORK MCKAMY BRANCH,  Facility Carried by Structure: MCCALLUM BLVD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: 24.40m (80.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 1804309M4260001,  Location: 0.20 MI NW OF MCCALLUM (Lat: 32.990592,  Lng: -96.779975),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,850 (year 2011),  Average Future Daily Traffic: 3,100 (year 2031),  Features Intersected: EAST FORK MCKAMY BRANCH,  Facility Carried by Structure: MEANDERING WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 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: 1.2m (3.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.7m (61.4ft)

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: High priority of replacement,  Waterway Adequacy: Better than 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: 1804309M5760006,  Location: 0.10 MI S OF ROSEMEADE PK (Lat: 33.010436,  Lng: -96.843197),  Route carried "on" structure: City street 7,  Year Built: 1985,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 25,870 (year 2011),  Average Future Daily Traffic: 28,000 (year 2031),  Features Intersected: FURNEAUX CREEK TRIBUTARY,  Facility Carried by Structure: MIDWAY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.574,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 268.0m (879.3ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 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: October 2017
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Structure Number: 180430AA0485001,  Location: 0.15 MI E OF SH 205 (Lat: 33.005075,  Lng: -96.459017),  Route carried "on" structure: County highway 485,  Year Built: 2003,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 500 (year 2011),  Average Future Daily Traffic: 1,573 (year 2031),  Design Load: HS 20,  Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very 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: Meets minimum limits,  Waterway Adequacy: Better than 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: 180430AA0597001,  Location: 0.35 MI E OF SH 205 (Lat: 32.997769,  Lng: -96.458083),  Route carried "on" structure: County highway 483,  Year Built: 1987,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 270 (year 2011),  Average Future Daily Traffic: 300 (year 2031),  Design Load: HS 20,  Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 0.8m (2.6ft)

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: Better than 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: 180570000808028,  Location: SH 180 at Lp 12 W FTG Rd (Lat: 32.750081,  Lng: -96.920619),  Route carried "on" structure: State highway 180,  Year Built: 1932,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 17,260 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,160 (year 2033),  Design Load: H 15,  Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.092,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 216.0m (708.7ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 1.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Meets minimum limits,  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: 18057000080803,  Location: 3.15 Mi E OF LP 12 (Lat: 32.749450,  Lng: -96.864561),  Route carried "on" structure: State highway 180,  Year Built: 1929,  Year Reconstructed: 1932,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 8,000 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,200 (year 2031),  Features Intersected: Coombs Creeek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.273,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 1.3m (4.3ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: 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: April 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: 180570000808171,  Location: 0.50 MI W of Loop 12 (Lat: 32.749883,  Lng: -96.924883),  Route carried "on" structure: State highway 180,  Year Built: 1967,  Status: Open,  Structure Length: 16.15m (52.99ft),  Average Daily Traffic: 8,630 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,080 (year 2033),  Design Load: H 20,  Features Intersected: Mountain Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.723,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.1m (46.3ft)

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: 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: 180570000808196,  Location: 0.90 MI E OF LP 12 (Lat: 32.749872,  Lng: -96.903147),  Route carried "on" structure: State highway 180,  Year Built: 1972,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 9,350 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,090 (year 2031),  Design Load: HS 20,  Features Intersected: Abandoned BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.668,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 180570000808197,  Location: 0.90 MI E OF LP 12 (Lat: 32.749581,  Lng: -96.903508),  Route carried "on" structure: State highway 180,  Year Built: 1972,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 9,350 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,090 (year 2031),  Design Load: HS 20,  Features Intersected: Abandoned BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.668,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 18057000080831,  Location: 1.22 MI S of IH 30 (Lat: 32.749503,  Lng: -96.919258),  Route carried "on" structure: State highway 180,  Year Built: 1980,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 8,630 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,080 (year 2033),  Design Load: HS 20,  Features Intersected: Loop 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.201,  Lanes on structure: 3,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  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: 41.1m (134.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.2m (56.4ft)

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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000808311,  Location: 1.20 MI S of IH 30 (Lat: 32.749844,  Lng: -96.917989),  Route carried "on" structure: State highway 180,  Year Built: 1980,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 8,630 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,080 (year 2033),  Design Load: HS 20,  Features Intersected: Loop 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.201,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  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: 41.1m (134.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000808311,  Location: 1.20 MI S of IH 30 (Lat: 32.749844,  Lng: -96.917989),  Route carried "under" structure: State highway 12,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 129,000 (year 2011),  Truck Traffic: 5%,  Features Intersected: Loop 12,  Facility Carried by Structure: SH 180 WB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 21.487,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 180570000808373,  Location: 0.50 MI W of Loop 12 (Lat: 32.749881,  Lng: -96.924889),  Route carried "on" structure: State highway 180,  Year Built: 1987,  Status: Open,  Structure Length: 16.15m (52.99ft),  Average Daily Traffic: 8,630 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,080 (year 2033),  Design Load: HS 20,  Features Intersected: Mountain Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.444,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 1.4m (4.6ft),  Out-to-Out Width: 17.4m (57.1ft)

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: 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: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000902002,  Location: 1.85 Mi NE of IH 30 (Lat: 32.811600,  Lng: -96.728314),  Route carried "on" structure: State highway 78,  Year Built: 1923,  Year Reconstructed: 1933,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 16,890 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,650 (year 2033),  Design Load: H 15,  Features Intersected: White Rock Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.113,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Length Of Structure Improvement: 41.10m (134.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $14,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000902301,  Location: 1.1 Mi NE of IH 30 (Lat: 32.801992,  Lng: -96.736328),  Route carried "on" structure: State highway 78,  Year Built: 1967,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 33,790 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 47,300 (year 2033),  Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.423,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.5m (4.9ft)

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: April 2016
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Structure Number: 180570000902302,  Location: 1.3 Mi NE of IH 30 (Lat: 32.806403,  Lng: -96.733106),  Route carried "on" structure: State highway 78,  Year Built: 1967,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 33,790 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 47,300 (year 2033),  Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.003,  Lanes on structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 351.0m (1,151.6ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  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: 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: 180570000902303,  Location: 1.45 Mi NE of IH 30 (Lat: 32.806806,  Lng: -96.733119),  Route carried "on" structure: State highway 78,  Year Built: 1967,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 33,790 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 47,300 (year 2033),  Design Load: H 20,  Features Intersected: Turnarounds / Old RR Bed
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.784,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 131.0m (429.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: 180570000902315,  Location: 2.04 Mi NE of IH 30 (Lat: 32.812914,  Lng: -96.726278),  Route carried "on" structure: State highway 78,  Year Built: 1970,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 33,790 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 47,300 (year 2033),  Design Load: H 20,  Features Intersected: White Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.483,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 81.40m (267.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $44,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000902324,  Location: 1.85 Mi NE of IH 30 (Lat: 32.811800,  Lng: -96.728422),  Route carried "on" structure: State highway 78,  Year Built: 1970,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 16,890 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,650 (year 2033),  Features Intersected: White Rock Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.113,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  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: 37.20m (122.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 180570000902473,  Location: 1.45 Mi NE of IH 30 (Lat: 32.807000,  Lng: -96.733072),  Route carried "on" structure: State highway 78,  Year Built: 1967,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 34,000 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 47,600 (year 2036),  Design Load: H 20,  Features Intersected: Turnarounds / Old RR Bed
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.784,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 131.0m (429.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: 180570000903417,  Location: 4.2 MI E OF SH78 (Lat: 32.907906,  Lng: -96.543886),  Route carried "on" structure: State highway 66,  Year Built: 1999,  Status: Open,  Structure Length: 76.81m (252.00ft),  Average Daily Traffic: 31,450 (year 2013),  Truck Traffic: 19%,  Average Future Daily Traffic: 44,030 (year 2033),  Design Load: HS 20,  Features Intersected: Lake Ray Hubbard
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.917,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 23,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to 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: July 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911079,  Location: 1.8 Mi W of IH 45 (Lat: 32.769792,  Lng: -96.808933),  Route carried "on" structure: Business City street 178,  Year Built: 1911,  Status: Open,  Structure Length: 145.51m (477.40ft),  Average Daily Traffic: 3,050 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,270 (year 2036),  Features Intersected: IH 30 & Trinity River,  Facility Carried by Structure: Houston Viaduct
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 25,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 143.0m (469.2ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 68,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 1.6m (5.2ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Serious,  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: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1458.50m (4785.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $6,699,000,  Roadway Improvement Cost: $1,675,000,  Total Project Cost: $8,374,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911079,  Location: 1.8 Mi W of IH 45 (Lat: 32.769792,  Lng: -96.808933),  Route carried "under" structure: Interstate 30,  Year Built: 1911,  Structure Length: 0. m,  Average Daily Traffic: 162,380 (year 2013),  Truck Traffic: 7%,  Features Intersected: IH 30 & Trinity River,  Facility Carried by Structure: Houston Viaduct
Minimum Vertical Clearance: 12.45m (40.85ft),  Kilometerpoint: 4.956,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 180570000911184,  Location: 1.6 Mi W of IH 45 (Lat: 32.769336,  Lng: -96.806328),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 1965,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 16,230 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,730 (year 2033),  Features Intersected: Mill Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.197,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 457.0m (1,499.3ft),  Skew: 34 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: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016
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Structure Number: 180570000911185,  Location: 1.6 Mi W of IH 45 (Lat: 32.769086,  Lng: -96.804261),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 1965,  Status: Open,  Structure Length: 12.65m (41.50ft),  Average Daily Traffic: 16,230 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,730 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35E Conn
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 5.279,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  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: 1.1m (3.6ft),  Right: 0.0m,  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.2m (59.7ft)

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: 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: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911185,  Location: 1.6 Mi W of IH 45 (Lat: 32.769086,  Lng: -96.804261),  Route carried "under" structure: Ramp Interstate 35,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 44,790 (year 2012),  Truck Traffic: 12%,  Features Intersected: IH 35E Conn,  Facility Carried by Structure: IH 30 WB Conn B
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 5.279,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 180570000911189,  Location: 1.2 Mi W of IH 45 (Lat: 32.771336,  Lng: -96.800803),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 12,200 (year 2012),  Average Future Daily Traffic: 12,200 (year 2032),  Design Load: H 20,  Features Intersected: IH 30,  Facility Carried by Structure: Lamar St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.5m (64.0ft),  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: 24.2m (79.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 84.10m (275.92ft),  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: 180570000911189,  Location: 1.2 Mi W of IH 45 (Lat: 32.771336,  Lng: -96.800803),  Route carried "under" structure: Interstate 30,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 164,190 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: Lamar St
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 0.587,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 180570000911191,  Location: 1.1 Mi SW of IH 45 (Lat: 32.772428,  Lng: -96.798211),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 5,746 (year 2016),  Average Future Daily Traffic: 10,343 (year 2036),  Design Load: H 20,  Features Intersected: IH 30,  Facility Carried by Structure: S Griffin St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 7,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 268.0m (879.3ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 85.60m (280.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $54,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911191,  Location: 1.1 Mi SW of IH 45 (Lat: 32.772428,  Lng: -96.798211),  Route carried "under" structure: Interstate 30,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 164,190 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: S Griffin St
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 6.084,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 180570000911192,  Location: 1.0 Mi SW of IH 45 (Lat: 32.773533,  Lng: -96.796417),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 14.54m (47.70ft),  Average Daily Traffic: 5,176 (year 2016),  Average Future Daily Traffic: 9,317 (year 2036),  Design Load: H 20,  Features Intersected: IH 30,  Facility Carried by Structure: Cadiz St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.9m (130.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 145.40m (477.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $42,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $53,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911192,  Location: 1.0 Mi SW of IH 45 (Lat: 32.773533,  Lng: -96.796417),  Route carried "under" structure: Interstate 30,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 164,190 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: Cadiz St
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 6.262,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 180570000911196,  Location: 0.6 Mi W of LP 12 (Lat: 32.795292,  Lng: -96.691761),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Posted for load,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 6,050 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,890 (year 2035),  Design Load: H 20,  Features Intersected: IH 30,  Facility Carried by Structure: St Francis Ave NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.362,  Lanes on structure: 2,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 98.50m (323.16ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2017,  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: 180570000911196,  Location: 0.6 Mi W of LP 12 (Lat: 32.795414,  Lng: -96.692336),  Route carried "under" structure: Interstate 30,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 151,120 (year 2013),  Truck Traffic: 8%,  Features Intersected: ST FRANCIS AVE NB,  Facility Carried by Structure: St Francis Ave NB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 16.932,  Lanes on structure: 15,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 180570000911201,  Location: 1.0 Mi W of LP 12 (Lat: 32.794253,  Lng: -96.700033),  Route carried "on" structure: City street 167,  Year Built: 1961,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 10,950 (year 2016),  Average Future Daily Traffic: 10,950 (year 2036),  Design Load: H 20,  Features Intersected: IH 30,  Facility Carried by Structure: Jim Miller Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 168.0m (551.2ft),  Skew: 20 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: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  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: 65.50m (214.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $24,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911201,  Location: 1.0 Mi W of LP 12 (Lat: 32.794253,  Lng: -96.700033),  Route carried "under" structure: Interstate 30,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 151,120 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: Jim Miller Rd
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 16.166,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 180570000911202,  Location: 1.6 Mi W of LP 12 (Lat: 32.793914,  Lng: -96.708553),  Route carried "on" structure: Interstate 30,  Year Built: 1961,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 151,120 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 211,570 (year 2036),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.332,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 5.3m (17.4ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

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: Superior to present desirable 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: 180570000911203,  Location: 1.8 Mi W of LP 12 (Lat: 32.794614,  Lng: -96.711808),  Route carried "on" structure: Interstate 30,  Year Built: 1961,  Status: Open,  Structure Length: 0.36m (1.18ft),  Average Daily Traffic: 151,120 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 211,570 (year 2033),  Design Load: HS 20,  Features Intersected: Hunnicut Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.022,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 189.0m (620.1ft),  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: 16.5m (54.1ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Deck: Satisfactory,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.36m (1.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: Bituminous
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Structure Number: 180570000911204,  Location: 2.3 Mi W of LP 12 (Lat: 32.794642,  Lng: -96.721947),  Route carried "on" structure: Interstate 30,  Year Built: 1961,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 186,000 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 280,360 (year 2034),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.095,  Lanes on structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 5.0m (16.4ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

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: Superior to present desirable 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: 180570000911205,  Location: 2.4 Mi W of Loop 12 (Lat: 32.794508,  Lng: -96.722561),  Route carried "on" structure: Interstate 30,  Year Built: 1961,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 75,560 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 105,780 (year 2033),  Design Load: HS 20,  Features Intersected: Ferguson Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.982,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 2.1m (6.9ft)

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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 74.40m (244.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911212,  Location: 0.3 Mi E of IH 45 (Lat: 32.786206,  Lng: -96.767628),  Route carried "on" structure: Interstate 30,  Year Built: 1964,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 119.97m (393.60ft),  Average Daily Traffic: 96,380 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 134,930 (year 2033),  Design Load: HS 20,  Features Intersected: SH 352, Exposition, etc.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.365,  Lanes on structure: 5,  Lanes under structure: 29,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 66,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.3m (83.0ft)

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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911243,  Location: 2.2 Mi E of IH 45 (Lat: 32.791414,  Lng: -96.749672),  Route carried "on" structure: Interstate 30,  Year Built: 1962,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 82,550 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 115,570 (year 2033),  Design Load: HS 20,  Features Intersected: E Grand Ave (SH 78)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.335,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 198.0m (649.6ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 21.1m (69.2ft)

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: Equal to present minimum criteria,  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911244,  Location: 2.2 Mi E of IH 45 (Lat: 32.791075,  Lng: -96.749797),  Route carried "on" structure: Interstate 30,  Year Built: 1962,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 82,550 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 115,570 (year 2033),  Design Load: HS 20,  Features Intersected: E Grand Ave (SH 78)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.335,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 198.0m (649.6ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911245,  Location: 2.4 Mi E of IH 45 (Lat: 32.791581,  Lng: -96.746428),  Route carried "on" structure: Interstate 30,  Year Built: 1962,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 75,560 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 105,780 (year 2033),  Design Load: HS 20,  Features Intersected: Winslow Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.693,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  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: 1.8m (5.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  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: 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: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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