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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: 180570000911336,  Location: 0.8 Mi W of LP 12 (Lat: 32.795242,  Lng: -96.695850),  Route carried "under" structure: Ramp Interstate 30,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 16,960 (year 2016),  Truck Traffic: 5%,  Features Intersected: IH 30 WB On-Rp C
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 16.635,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 180570000911337,  Location: AT Loop 12 Interchange (Lat: 32.797947,  Lng: -96.683461),  Route carried "on" structure: ServiceState highway 12,  Year Built: 1979,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 25,000 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,000 (year 2028),  Design Load: HS 20,  Features Intersected: IH 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.235,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 9 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: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911337,  Location: AT Loop 12 Interchange (Lat: 32.797947,  Lng: -96.683461),  Route carried "under" structure: Interstate 30,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 151,120 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: Loop 12 SB FR
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 17.807,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.6m (11.8ft)

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Structure Number: 180570000911338,  Location: At Loop 12 Interchange (Lat: 32.798214,  Lng: -96.681775),  Route carried "on" structure: ServiceState highway 12,  Year Built: 1979,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 25,000 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,000 (year 2028),  Design Load: HS 20,  Features Intersected: IH 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.235,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 9 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: 46.3m (151.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911338,  Location: At Loop 12 Interchange (Lat: 32.798214,  Lng: -96.681775),  Route carried "under" structure: Interstate 30,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 145,030 (year 2013),  Truck Traffic: 7%,  Features Intersected: IH 30,  Facility Carried by Structure: Loop 12 NBFR
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 17.948,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 180570000911339,  Location: 0.4 Mi E of LP 12 (Lat: 32.800242,  Lng: -96.675586),  Route carried "on" structure: Interstate 30,  Year Built: 1979,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 99,710 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 139,590 (year 2033),  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.642,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 341.0m (1,118.8ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum 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: 18057000091134,  Location: 0.5 Mi E of LP 12 (Lat: 32.800922,  Lng: -96.675481),  Route carried "on" structure: ServiceInterstate 30,  Year Built: 1979,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 480 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 850 (year 2030),  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.674,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum 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: 180570000911342,  Location: 0.3 MI E of Loop 12 (Lat: 32.799628,  Lng: -96.675458),  Route carried "on" structure: US 80,  Year Built: 1979,  Status: Open,  Structure Length: 40.45m (132.71ft),  Average Daily Traffic: 31,790 (year 2008),  Truck Traffic: 11%,  Average Future Daily Traffic: 44,500 (year 2028),  Design Load: HS 20,  Features Intersected: IH 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.766,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 12,  Length of Maximum Span: 68.9m (226.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911342,  Location: 0.3 MI E of Loop 12 (Lat: 32.799628,  Lng: -96.675458),  Route carried "under" structure: Interstate 30,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 114,000 (year 2016),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: US 80 WB
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 34.526,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 68.9m (226.0ft)

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Structure Number: 180570000911343,  Location: At Loop 12 Interchange (Lat: 32.798583,  Lng: -96.677644),  Route carried "on" structure: US 80,  Year Built: 1979,  Status: Open,  Structure Length: 4.74m (15.55ft),  Average Daily Traffic: 31,790 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 44,500 (year 2033),  Design Load: HS 20,  Features Intersected: IH 30 EB On Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.774,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 7,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 1.9m (6.2ft)

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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911343,  Location: At Loop 12 Interchange (Lat: 32.798583,  Lng: -96.677644),  Route carried "under" structure: Ramp Interstate 30,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 9,970 (year 2013),  Truck Traffic: 9%,  Features Intersected: IH 30 EB On Ramp,  Facility Carried by Structure: US 80 EB
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 34.502,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 180570000911345,  Location: At Loop 12 Interchange (Lat: 32.798358,  Lng: -96.682697),  Route carried "on" structure: State highway 12,  Year Built: 1977,  Status: Open,  Structure Length: 38.04m (124.80ft),  Average Daily Traffic: 50,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 70,000 (year 2033),  Design Load: HS 20,  Features Intersected: IH 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.063,  Lanes on structure: 6,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 305.0m (1,000.7ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 12,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 380.40m (1248.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $225,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $281,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911345,  Location: At Loop 12 Interchange (Lat: 32.798358,  Lng: -96.682697),  Route carried "under" structure: Interstate 30,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 145,030 (year 2013),  Truck Traffic: 7%,  Features Intersected: IH 30,  Facility Carried by Structure: Loop 12
Minimum Vertical Clearance: 13.21m (43.34ft),  Kilometerpoint: 17.981,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 180570000911346,  Location: 0.3 Mi E of Preston St (Lat: 32.778928,  Lng: -96.781447),  Route carried "on" structure: Ramp Interstate 345,  Year Built: 1961,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 84,500 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 130,550 (year 2036),  Design Load: HS 20,  Features Intersected: IH 30,  Facility Carried by Structure: IH 45 SB Conn D
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 32.421,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.9m (35.8ft)

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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911346,  Location: 0.3 Mi E of Preston St (Lat: 32.778928,  Lng: -96.781447),  Route carried "under" structure: Interstate 30,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 192,770 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: IH 45 SB Conn D
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 7.847,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 180570000911347,  Location: 0.3 Mi E of Preston St (Lat: 32.778739,  Lng: -96.781569),  Route carried "on" structure: Ramp Interstate 345,  Year Built: 1961,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 84,500 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 130,550 (year 2036),  Design Load: HS 20,  Features Intersected: IH 30,  Facility Carried by Structure: IH 45 NB Conn C
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 32.389,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.9m (35.8ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911347,  Location: 0.3 Mi E of Preston St (Lat: 32.778739,  Lng: -96.781569),  Route carried "under" structure: Interstate 30,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 192,770 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: IH 45 NB Conn C
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 8.552,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 18057000091136,  Location: 0.1 Mi E of IH 45 (Lat: 32.780364,  Lng: -96.779622),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 1971,  Status: Open,  Structure Length: 32.13m (105.41ft),  Average Daily Traffic: 19,270 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,980 (year 2033),  Design Load: HS 20,  Features Intersected: Malcom X Blvd
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 7.961,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Critical Feature 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: 180570000911363,  Location: 1.7 Mi W of IH 45 (Lat: 32.763611,  Lng: -96.811719),  Route carried "on" structure: Spur City street 179,  Year Built: 1975,  Status: Open,  Structure Length: 168.25m (552.00ft),  Average Daily Traffic: 3,050 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,270 (year 2036),  Design Load: HS 20,  Features Intersected: IH 30 & Trinity River,  Facility Carried by Structure: Jefferson Viaduct
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 1,  Lanes under structure: 30,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 60,  Length of Maximum Span: 103.6m (339.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 1.0m (3.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1571.90m (5157.15ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Critical Feature Inspection Date: July 2016,  Bridge Improvement Cost: $289,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $361,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911363,  Location: 1.7 Mi W of IH 45 (Lat: 32.763611,  Lng: -96.811719),  Route carried "under" structure: Interstate 30,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 162,380 (year 2013),  Truck Traffic: 7%,  Features Intersected: IH 30 & Trinity River,  Facility Carried by Structure: Jefferson Viaduct
Minimum Vertical Clearance: 8.36m (27.43ft),  Kilometerpoint: 5.117,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 103.6m (339.9ft)

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Structure Number: 180570000911364,  Location: 0.1 Mi E of IH 45 (Lat: 32.776131,  Lng: -96.780339),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 1972,  Status: Open,  Structure Length: 25.36m (83.20ft),  Average Daily Traffic: 107,550 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 162,180 (year 2034),  Design Load: HS 20,  Features Intersected: Louise & Dawson St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.847,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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: 180570000911366,  Location: 0.4 MI E of Loop 12 (Lat: 32.799856,  Lng: -96.677061),  Route carried "on" structure: Ramp US 80,  Year Built: 1979,  Status: Open,  Structure Length: 21.34m (70.01ft),  Average Daily Traffic: 6,350 (year 2008),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,890 (year 2028),  Design Load: HS 20,  Features Intersected: IH 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.957,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911366,  Location: 0.4 MI E of Loop 12 (Lat: 32.799856,  Lng: -96.677061),  Route carried "under" structure: Interstate 30,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 114,000 (year 2016),  Truck Traffic: 8%,  Features Intersected: IH 30
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 34.552,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 180570000911367,  Location: 0.5 MI E of Loop 12 (Lat: 32.799825,  Lng: -96.674764),  Route carried "on" structure: Ramp US 80,  Year Built: 1979,  Status: Open,  Structure Length: 21.37m (70.11ft),  Average Daily Traffic: 6,350 (year 2008),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,890 (year 2028),  Design Load: HS 20,  Features Intersected: IH 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.927,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 68.9m (226.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911367,  Location: 0.5 MI E of Loop 12 (Lat: 32.799825,  Lng: -96.674764),  Route carried "under" structure: Interstate 30,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 114,000 (year 2016),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: US 80 WB Ramp C-1
Minimum Vertical Clearance: 7.32m (24.02ft),  Kilometerpoint: 34.481,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 68.9m (226.0ft)

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Structure Number: 180570000911372,  Location: 0.6 Mi W of LP 12 (Lat: 32.796069,  Lng: -96.692206),  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 SB
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: 73.0m (239.5ft),  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: 0.1m (0.3ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  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 2016,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $18,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911372,  Location: 0.6 Mi W of LP 12 (Lat: 32.796069,  Lng: -96.692206),  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: IH 30,  Facility Carried by Structure: St Francis Ave SB
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 16.935,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 180570000911383,  Location: 6.2 Mi NE of IH 635 (Lat: 32.867844,  Lng: -96.537294),  Route carried "on" structure: Interstate 30,  Year Built: 1995,  Status: Open,  Structure Length: 49.07m (160.99ft),  Average Daily Traffic: 136,890 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 191,650 (year 2033),  Design Load: HS 20,  Features Intersected: Lake Ray Hubbard
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.316,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 347.0m (1,138.5ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 23,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2016,  Underwater Inspection Date: September 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911384,  Location: 7.3 Mi NE of IH 635 (Lat: 32.875864,  Lng: -96.518592),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 4,900 (year 2016),  Average Future Daily Traffic: 8,820 (year 2036),  Design Load: HS 20,  Features Intersected: IH 30,  Facility Carried by Structure: Darlock Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.528,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 9 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: 38.1m (125.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911384,  Location: 7.3 Mi NE of IH 635 (Lat: 32.875864,  Lng: -96.518592),  Route carried "under" structure: Interstate 30,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 91,930 (year 2016),  Truck Traffic: 13%,  Features Intersected: IH 30,  Facility Carried by Structure: Darlock Rd
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 51.472,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 180570000911388,  Location: 2.4 Mi W of Loop 12 (Lat: 32.794897,  Lng: -96.722347),  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: 13.992,  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: 20.7m (67.9ft),  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,  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: 180570000911389,  Location: 2.8 Mi W of Loop 12 (Lat: 32.792078,  Lng: -96.728272),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 1962,  Status: Open,  Structure Length: 10.82m (35.50ft),  Average Daily Traffic: 15,110 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,150 (year 2033),  Design Load: HS 20,  Features Intersected: White Rock Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.366,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 108.20m (354.99ft),  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: 18057000091139,  Location: 1.2 MI E of IH 45 (Lat: 32.787561,  Lng: -96.765914),  Route carried "on" structure: Interstate 30,  Year Built: 1963,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 82,550 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 115,570 (year 2033),  Design Load: HS 20,  Features Intersected: Peak St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.762,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 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: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911391,  Location: 1.3 MI E of IH 45 (Lat: 32.788686,  Lng: -96.764244),  Route carried "on" structure: Interstate 30,  Year Built: 1963,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 82,550 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 115,570 (year 2033),  Design Load: HS 20,  Features Intersected: Carroll Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.984,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 2.1m (6.9ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 37.20m (122.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911392,  Location: 1.7 Mi E of IH 45 (Lat: 32.791044,  Lng: -96.758622),  Route carried "on" structure: Interstate 30,  Year Built: 1963,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 82,550 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 115,570 (year 2033),  Design Load: HS 20,  Features Intersected: Fitzhugh Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.542,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.2m (69.6ft)

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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 57.60m (188.98ft),  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: 180570000911393,  Location: 1.7 Mi E of IH 45 (Lat: 32.791122,  Lng: -96.757042),  Route carried "on" structure: Interstate 30,  Year Built: 1963,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 82,550 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 115,570 (year 2033),  Design Load: HS 20,  Features Intersected: Lindsley Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.679,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 56.70m (186.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $31,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911394,  Location: 0.75 Mi SW of IH 45 (Lat: 32.773478,  Lng: -96.793406),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 9,403 (year 2016),  Average Future Daily Traffic: 16,925 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 EBML & FR,  Facility Carried by Structure: Griffin St West
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 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: 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: 82.30m (270.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $23,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911394,  Location: 0.75 Mi SW of IH 45 (Lat: 32.773478,  Lng: -96.793406),  Route carried "under" structure: Interstate 30,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 82,090 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30 EBML & FR,  Facility Carried by Structure: Griffin St West
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 6.645,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 180570000911395,  Location: 0.7 Mi SW of IH 45 (Lat: 32.774219,  Lng: -96.792461),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 9,403 (year 2016),  Average Future Daily Traffic: 16,925 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 Work Area,  Facility Carried by Structure: Griffin St West
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.90m (62.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911395,  Location: 0.7 Mi SW of IH 45 (Lat: 32.774219,  Lng: -96.792461),  Route carried "under" structure: Interstate 30,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 82,090 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30 Work Area,  Facility Carried by Structure: Griffin St West
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 6.677,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 180570000911397,  Location: 1.8 Mi E of IH 45 (Lat: 32.791147,  Lng: -96.756653),  Route carried "on" structure: Interstate 30,  Year Built: 1963,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 82,550 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 115,570 (year 2033),  Design Load: HS 20,  Features Intersected: Barry Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.785,  Lanes on structure: 4,  Lanes under structure: 6,  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: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 22.6m (74.1ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911398,  Location: 0.3 Mi W of IH 45 (Lat: 32.775711,  Lng: -96.785361),  Route carried "on" structure: Ramp City street 30,  Year Built: 1966,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 16,400 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,160 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 52.10m (170.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911398,  Location: 0.3 Mi W of IH 45 (Lat: 32.775711,  Lng: -96.785361),  Route carried "under" structure: Interstate 30,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 82,090 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30 EB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 7.389,  Material/Design: Concrete continuous,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 180570000911399,  Location: 0.3 Mi W of IH 45 (Lat: 32.775561,  Lng: -96.785592),  Route carried "on" structure: Ramp City street 559,  Year Built: 1966,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 16,400 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,160 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 EB,  Facility Carried by Structure: IH 30 WB Conn D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.792,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 52.10m (170.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  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: 180570000911399,  Location: 0.3 Mi W of IH 45 (Lat: 32.775561,  Lng: -96.785592),  Route carried "under" structure: Interstate 30,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 82,090 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30 EB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.734,  Material/Design: Concrete continuous,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 1805700009114,  Location: 0.75 Mi SW of IH 45 (Lat: 32.775492,  Lng: -96.786997),  Route carried "on" structure: Ramp State highway 310,  Year Built: 1966,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,710 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 WB,  Facility Carried by Structure: IH 30 EB Conn F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.208,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 67.70m (222.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $15,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805700009114,  Location: 0.75 Mi SW of IH 45 (Lat: 32.775492,  Lng: -96.786997),  Route carried "under" structure: Interstate 30,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 82,090 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30 WB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 7.228,  Material/Design: Concrete continuous,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 180570000911401,  Location: 0.75 Mi SW of IH 45 (Lat: 32.775433,  Lng: -96.787144),  Route carried "on" structure: Ramp State highway 310,  Year Built: 1966,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,710 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 WB,  Facility Carried by Structure: IH 30 WB Conn D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.208,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 70.10m (229.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $16,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911401,  Location: 0.75 Mi SW of IH 45 (Lat: 32.775433,  Lng: -96.787144),  Route carried "under" structure: Interstate 30,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 82,090 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30 WB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.721,  Material/Design: Concrete continuous,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 180570000911402,  Location: 0.3 Mi W of IH 45 (Lat: 32.776156,  Lng: -96.786253),  Route carried "on" structure: Ramp City street 30,  Year Built: 1966,  Status: Open,  Structure Length: 0.39m (1.28ft),  Average Daily Traffic: 16,400 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,160 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 33.20m (108.92ft),  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: 180570000911402,  Location: 0.3 Mi W of IH 45 (Lat: 32.776156,  Lng: -96.786253),  Route carried "under" structure: Interstate 30,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 82,090 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30 WB
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 7.389,  Material/Design: Concrete continuous,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 180570000911403,  Location: 0.3 Mi W of IH 45 (Lat: 32.776144,  Lng: -96.786275),  Route carried "on" structure: Ramp City street 559,  Year Built: 1966,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 16,400 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,160 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 WB,  Facility Carried by Structure: IH 30 EB Conn E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.792,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 33.20m (108.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $8,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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