Bridge Statistics for Dallas, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 2,261Number of bridges
- 72,543ft / 22,111mTotal length
- $33,885,000Total costs
- 88,061,851Total average daily traffic
- 7,109,036Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Dallas
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 51910-1919
- 61920-1929
- 481930-1939
- 361940-1949
- 2151950-1959
- 5271960-1969
- 5041970-1979
- 2031980-1989
- 1981990-1999
- 1842000-2009
- 2852010-2019
- 492020-2022
- Reconstructed bridges - Historical Statistics
- 21920-1929
- 01930-1939
- 11940-1949
- 131950-1959
- 321960-1969
- 501970-1979
- 341980-1989
- 231990-1999
- 202000-2009
- 62010-2019
- Bridge Condition - Deck
- 3.2%Excellent
- 54.5%Very good
- 31.2%Good
- 9.9%Satisfactory
- 1.2%Fair
- 0.7%Poor
- Bridge Condition - Superstructure
- 15.2%Excellent
- 47.1%Very good
- 30.3%Good
- 5.8%Satisfactory
- 1.4%Fair
- 0.4%Poor
- Bridge Condition - Substructure
- 5.8%Excellent
- 41.3%Very good
- 43.1%Good
- 9.3%Satisfactory
- 0.6%Fair
- 0.3%Poor
- Bridge Condition - Channel
- 4.6%Very good
- 35.8%Good
- 43.1%Satisfactory
- 15.0%Fair
- 1.4%Poor
- Bridge Condition - Culverts
- 37.4%Very good
- 56.5%Good
- 5.3%Satisfactory
- 0.8%Fair
- 0.3%Poor
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Structure Number: 180570058101106, Location: 0.70 Mi NE of SH 310 (Lat: 32.706536, Lng: -96.738006), Route carried "on" structure: State highway 12, Year Built: 2000, Status: Open, Structure Length: 41.30m (135.50ft), Average Daily Traffic: 23,276 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 27,230 (year 2033), Design Load: HS 20, Features Intersected: Trinity River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.157, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 10, Length of Maximum Span: 53.3m (174.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 180570058101106, Location: 0.70 Mi NE of SH 310 (Lat: 32.706536, Lng: -96.738006), Route carried "on" structure: State highway 12, Year Built: 2000, Status: Open, Structure Length: 41.30m (135.50ft), Average Daily Traffic: 23,276 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 27,230 (year 2033), Design Load: HS 20, Features Intersected: Trinity River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.157, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 10, Length of Maximum Span: 53.3m (174.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 180570058101107, Location: 1.0 Mi NE of SH 310 (Lat: 32.708567, Lng: -96.732611), Route carried "on" structure: State highway 12, Year Built: 2000, Status: Open, Structure Length: 24.96m (81.89ft), Average Daily Traffic: 23,276 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 27,230 (year 2033), Design Load: HS 20, Features Intersected: Trinity River Relief #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.769, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 180570058101107, Location: 1.0 Mi NE of SH 310 (Lat: 32.708567, Lng: -96.732611), Route carried "on" structure: State highway 12, Year Built: 2000, Status: Open, Structure Length: 24.96m (81.89ft), Average Daily Traffic: 23,276 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 27,230 (year 2033), Design Load: HS 20, Features Intersected: Trinity River Relief #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.769, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 180570058101108, Location: 1.30 Mi NE of SH 310 (Lat: 32.710781, Lng: -96.726650), Route carried "on" structure: State highway 12, Year Built: 2000, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 23,276 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 27,230 (year 2033), Design Load: HS 20, Features Intersected: Trinity River Relief #2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.342, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 180570058101108, Location: 1.30 Mi NE of SH 310 (Lat: 32.710781, Lng: -96.726650), Route carried "on" structure: State highway 12, Year Built: 2000, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 23,276 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 27,230 (year 2033), Design Load: HS 20, Features Intersected: Trinity River Relief #2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.342, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 180570058101396, Location: 1.56 MI S OF IH 30 (Lat: 32.777189, Lng: -96.682619), Route carried "on" structure: State highway 12, Year Built: 1997, Status: Open, Structure Length: 21.92m (71.92ft), Average Daily Traffic: 18,171 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 46,040 (year 2036), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.371, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 9, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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: 21.92m (71.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $13,000, Total Project Cost: $63,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058101396, Location: 1.56 MI S OF IH 30 (Lat: 32.777189, Lng: -96.682619), Route carried "on" structure: State highway 12, Year Built: 1997, Status: Open, Structure Length: 21.92m (71.92ft), Average Daily Traffic: 18,171 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 46,040 (year 2036), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.371, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 9, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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: 21.92m (71.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $13,000, Total Project Cost: $63,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570058101397, Location: 0.30 Mi S of Spur 244 (Lat: 32.857242, Lng: -96.717778), Route carried "on" structure: State highway 12, Year Built: 1959, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 11,811 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 20,300 (year 2036), Features Intersected: Lawther Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.629, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 12.2m (40.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058101397, Location: 0.30 Mi S of Spur 244 (Lat: 32.857242, Lng: -96.717778), Route carried "on" structure: State highway 12, Year Built: 1959, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 11,811 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 20,300 (year 2036), Features Intersected: Lawther Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.629, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 12.2m (40.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570058101401, Location: 0.75 Mi West of SH 342 (Lat: 32.683178, Lng: -96.801731), Route carried "on" structure: State highway 12, Year Built: 1963, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 23,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 32,200 (year 2031), Design Load: H 20, Features Intersected: Five Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.825, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058101401, Location: 0.75 Mi West of SH 342 (Lat: 32.683178, Lng: -96.801731), Route carried "on" structure: State highway 12, Year Built: 1963, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 23,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 32,200 (year 2031), Design Load: H 20, Features Intersected: Five Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.825, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570058102013, Location: 0.25 Mi NW of SP 303 (Lat: 32.708539, Lng: -96.905944), Route carried "on" structure: State highway 12, Year Built: 1948, Year Reconstructed: 1968, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 32,122 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 38,580 (year 2033), Design Load: H 15, Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.557, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.7m (84.3ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 29.1m (95.5ft), Out-to-Out Width: 38.9m (127.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570058102013, Location: 0.25 Mi NW of SP 303 (Lat: 32.708539, Lng: -96.905944), Route carried "on" structure: State highway 12, Year Built: 1948, Year Reconstructed: 1968, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 32,122 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 38,580 (year 2033), Design Load: H 15, Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.557, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.7m (84.3ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 29.1m (95.5ft), Out-to-Out Width: 38.9m (127.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570058102014, Location: 0.10 Mi SE of SP 303 (Lat: 32.705128, Lng: -96.905364), Route carried "on" structure: State highway 12, Year Built: 1948, Year Reconstructed: 1968, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 8,090 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 7,590 (year 2033), Features Intersected: DART & BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.019, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058102014, Location: 0.10 Mi SE of SP 303 (Lat: 32.705128, Lng: -96.905364), Route carried "on" structure: State highway 12, Year Built: 1948, Year Reconstructed: 1968, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 8,090 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 7,590 (year 2033), Features Intersected: DART & BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.019, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570058102015, Location: 0.35 Mi SE of SP 303 (Lat: 32.701686, Lng: -96.900389), Route carried "on" structure: State highway 12, Year Built: 1948, Year Reconstructed: 1968, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 6,417 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 7,590 (year 2033), Design Load: H 20, Features Intersected: Five Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.596, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.6m (44.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570058102015, Location: 0.35 Mi SE of SP 303 (Lat: 32.701686, Lng: -96.900389), Route carried "on" structure: State highway 12, Year Built: 1948, Year Reconstructed: 1968, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 6,417 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 7,590 (year 2033), Design Load: H 20, Features Intersected: Five Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.596, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.6m (44.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $4,000, Total Project Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570058102024, Location: 0.25 MI S OF SH 180 (Lat: 32.745569, Lng: -96.919225), Route carried "on" structure: State highway 12, Year Built: 1955, Year Reconstructed: 1980, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 119,180 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 166,850 (year 2033), Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.999, Lanes on structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 62.8m (206.0ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 180570058102024, Location: 0.25 MI S OF SH 180 (Lat: 32.745569, Lng: -96.919225), Route carried "on" structure: State highway 12, Year Built: 1955, Year Reconstructed: 1980, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 119,180 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 166,850 (year 2033), Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.999, Lanes on structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 62.8m (206.0ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 180570058102027, Location: INT LP 12 & JEFFERSON (Lat: 32.748089, Lng: -96.920164), Route carried "on" structure: Ramp State highway 12, Year Built: 1955, Year Reconstructed: 1980, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 11,910 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 16,680 (year 2033), Features Intersected: DRAIN W JEFFERSON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.285, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 2020
Structure Number: 180570058102027, Location: INT LP 12 & JEFFERSON (Lat: 32.748089, Lng: -96.920164), Route carried "on" structure: Ramp State highway 12, Year Built: 1955, Year Reconstructed: 1980, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 11,910 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 16,680 (year 2033), Features Intersected: DRAIN W JEFFERSON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.285, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 2020
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Structure Number: 180570058102046, Location: 0.10 Mi SE of SP 303 (Lat: 32.704944, Lng: -96.902769), Route carried "on" structure: State highway 12, Year Built: 1968, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 7,536 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 7,590 (year 2033), Design Load: HS 20, Features Intersected: DART & BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.027, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058102046, Location: 0.10 Mi SE of SP 303 (Lat: 32.704944, Lng: -96.902769), Route carried "on" structure: State highway 12, Year Built: 1968, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 7,536 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 7,590 (year 2033), Design Load: HS 20, Features Intersected: DART & BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.027, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570058102047, Location: 0.35 Mi SE of SP 303 (Lat: 32.701606, Lng: -96.899850), Route carried "on" structure: State highway 12, Year Built: 1968, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 7,536 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 7,590 (year 2033), Design Load: H 20, Features Intersected: Five Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.596, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.9m (42.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058102047, Location: 0.35 Mi SE of SP 303 (Lat: 32.701606, Lng: -96.899850), Route carried "on" structure: State highway 12, Year Built: 1968, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 7,536 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 7,590 (year 2033), Design Load: H 20, Features Intersected: Five Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.596, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.9m (42.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570058102054, Location: 0.02 MI NE OF SP 348 (Lat: 32.865239, Lng: -96.900394), Route carried "on" structure: State highway 348, Year Built: 1962, Year Reconstructed: 2005, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 118,000 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 165,200 (year 2032), Features Intersected: Drainage Ditch, Facility Carried by Structure: Loop 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.879, Lanes on structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 65.0m (213.3ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 180570058102054, Location: 0.02 MI NE OF SP 348 (Lat: 32.865239, Lng: -96.900394), Route carried "on" structure: State highway 348, Year Built: 1962, Year Reconstructed: 2005, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 118,000 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 165,200 (year 2032), Features Intersected: Drainage Ditch, Facility Carried by Structure: Loop 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.879, Lanes on structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 65.0m (213.3ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 180570058102063, Location: 1.20 Mi NW of SP 303 (Lat: 32.720361, Lng: -96.916322), Route carried "on" structure: City street 226, Year Built: 1975, Status: Open, Structure Length: 11.13m (36.52ft), Average Daily Traffic: 690 (year 2016), Average Future Daily Traffic: 1,000 (year 2036), Design Load: HS 20, Features Intersected: LP 12, Facility Carried by Structure: Illinois Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 32.0m (105.0ft), 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: 28.7m (94.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058102063, Location: 1.20 Mi NW of SP 303 (Lat: 32.720361, Lng: -96.916322), Route carried "on" structure: City street 226, Year Built: 1975, Status: Open, Structure Length: 11.13m (36.52ft), Average Daily Traffic: 690 (year 2016), Average Future Daily Traffic: 1,000 (year 2036), Design Load: HS 20, Features Intersected: LP 12, Facility Carried by Structure: Illinois Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 32.0m (105.0ft), 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: 28.7m (94.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570058102064, Location: 1.45 Mi NW of SP 303 (Lat: 32.723164, Lng: -96.918011), Route carried "on" structure: State highway 12, Year Built: 1975, Status: Open, Structure Length: 12.25m (40.19ft), Average Daily Traffic: 13,780 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 19,290 (year 2033), Design Load: HS 20, Features Intersected: SP 408 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.433, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 55.5m (182.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058102064, Location: 1.45 Mi NW of SP 303 (Lat: 32.723164, Lng: -96.918011), Route carried "on" structure: State highway 12, Year Built: 1975, Status: Open, Structure Length: 12.25m (40.19ft), Average Daily Traffic: 13,780 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 19,290 (year 2033), Design Load: HS 20, Features Intersected: SP 408 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.433, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 55.5m (182.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570058102065, Location: 1.25 MI S OF SH 180 (Lat: 32.731767, Lng: -96.919072), Route carried "on" structure: State highway 12, Year Built: 1975, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 119,180 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 166,850 (year 2033), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.500, Lanes on structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 67.3m (220.8ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 180570058102065, Location: 1.25 MI S OF SH 180 (Lat: 32.731767, Lng: -96.919072), Route carried "on" structure: State highway 12, Year Built: 1975, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 119,180 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 166,850 (year 2033), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.500, Lanes on structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 67.3m (220.8ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 180570058102066, Location: 0.90 Mi S of SH 180 (Lat: 32.736558, Lng: -96.919753), Route carried "on" structure: State highway 12, Year Built: 1975, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 59,590 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 83,420 (year 2033), Design Load: HS 20, Features Intersected: Keeneland Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.983, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058102066, Location: 0.90 Mi S of SH 180 (Lat: 32.736558, Lng: -96.919753), Route carried "on" structure: State highway 12, Year Built: 1975, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 59,590 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 83,420 (year 2033), Design Load: HS 20, Features Intersected: Keeneland Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.983, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570058102067, Location: 0.90 Mi S of SH 180 (Lat: 32.736056, Lng: -96.919292), Route carried "on" structure: State highway 12, Year Built: 1975, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 59,590 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 83,420 (year 2033), Design Load: HS 20, Features Intersected: Keeneland Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.983, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058102067, Location: 0.90 Mi S of SH 180 (Lat: 32.736056, Lng: -96.919292), Route carried "on" structure: State highway 12, Year Built: 1975, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 59,590 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 83,420 (year 2033), Design Load: HS 20, Features Intersected: Keeneland Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.983, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570058102068, Location: 1.20 Mi SE of SP 303 (Lat: 32.691931, Lng: -96.892211), Route carried "on" structure: State highway 12, Year Built: 1974, Status: Open, Structure Length: 12.68m (41.60ft), Average Daily Traffic: 13,953 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 25,040 (year 2033), Design Load: HS 20, Features Intersected: Cockrell Hill Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.170, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 14.4m (47.2ft), 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: 23.5m (77.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058102068, Location: 1.20 Mi SE of SP 303 (Lat: 32.691931, Lng: -96.892211), Route carried "on" structure: State highway 12, Year Built: 1974, Status: Open, Structure Length: 12.68m (41.60ft), Average Daily Traffic: 13,953 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 25,040 (year 2033), Design Load: HS 20, Features Intersected: Cockrell Hill Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.170, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 14.4m (47.2ft), 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: 23.5m (77.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570058102071, Location: 0.85 Mi N of IH 30 (Lat: 32.778853, Lng: -96.917356), Route carried "on" structure: State highway 12, Year Built: 1976, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 67,772 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 75,230 (year 2033), Design Load: HS 20, Features Intersected: Singleton Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.763, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058102071, Location: 0.85 Mi N of IH 30 (Lat: 32.778853, Lng: -96.917356), Route carried "on" structure: State highway 12, Year Built: 1976, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 67,772 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 75,230 (year 2033), Design Load: HS 20, Features Intersected: Singleton Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.763, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570058102072, Location: 0.85 Mi N of IH 30 (Lat: 32.778292, Lng: -96.916747), Route carried "on" structure: State highway 12, Year Built: 1976, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 57,230 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 75,230 (year 2033), Design Load: HS 20, Features Intersected: Singleton Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.763, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058102072, Location: 0.85 Mi N of IH 30 (Lat: 32.778292, Lng: -96.916747), Route carried "on" structure: State highway 12, Year Built: 1976, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 57,230 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 75,230 (year 2033), Design Load: HS 20, Features Intersected: Singleton Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.763, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570058102074, Location: 1.1 Mi N of IH 30 (Lat: 32.781997, Lng: -96.917531), Route carried "on" structure: State highway 12, Year Built: 1976, Status: Open, Structure Length: 86.72m (284.51ft), Average Daily Traffic: 66,083 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 78,100 (year 2033), Design Load: HS 20, Features Intersected: West Fork Trinity River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.170, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 27, Length of Maximum Span: 103.6m (339.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058102074, Location: 1.1 Mi N of IH 30 (Lat: 32.781997, Lng: -96.917531), Route carried "on" structure: State highway 12, Year Built: 1976, Status: Open, Structure Length: 86.72m (284.51ft), Average Daily Traffic: 66,083 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 78,100 (year 2033), Design Load: HS 20, Features Intersected: West Fork Trinity River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.170, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 27, Length of Maximum Span: 103.6m (339.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570058102079, Location: 1.35 Mi W of US 67 (Lat: 32.687619, Lng: -96.824031), Route carried "on" structure: Ramp State highway 12, Year Built: 1965, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 29,360 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 14,040 (year 2033), Design Load: H 20, Features Intersected: Five Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.778, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058102079, Location: 1.35 Mi W of US 67 (Lat: 32.687619, Lng: -96.824031), Route carried "on" structure: Ramp State highway 12, Year Built: 1965, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 29,360 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 14,040 (year 2033), Design Load: H 20, Features Intersected: Five Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.778, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570058102082, Location: 0.60 Mi S of IH 30 (Lat: 32.757981, Lng: -96.918653), Route carried "on" structure: ServiceState highway 12, Year Built: 1980, Status: Open, Structure Length: 12.25m (40.19ft), Average Daily Traffic: 2,249 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 2,500 (year 2036), Design Load: HS 20, Features Intersected: LP 12, Facility Carried by Structure: Anderson Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.413, Lanes on structure: 2, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058102082, Location: 0.60 Mi S of IH 30 (Lat: 32.757981, Lng: -96.918653), Route carried "on" structure: ServiceState highway 12, Year Built: 1980, Status: Open, Structure Length: 12.25m (40.19ft), Average Daily Traffic: 2,249 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 2,500 (year 2036), Design Load: HS 20, Features Intersected: LP 12, Facility Carried by Structure: Anderson Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.413, Lanes on structure: 2, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570058102083, Location: 1.1 Mi N of W Davis St (Lat: 32.764394, Lng: -96.915294), Route carried "on" structure: Ramp State highway 12, Year Built: 1980, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 6,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 7,000 (year 2036), Design Load: HS 20, Features Intersected: LP 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.199, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058102083, Location: 1.1 Mi N of W Davis St (Lat: 32.764394, Lng: -96.915294), Route carried "on" structure: Ramp State highway 12, Year Built: 1980, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 6,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 7,000 (year 2036), Design Load: HS 20, Features Intersected: LP 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.199, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570058102085, Location: 0.35 Mi E of US 67 (Lat: 32.690953, Lng: -96.840192), Route carried "on" structure: City street 163, Year Built: 1967, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 29,360 (year 2020), Average Future Daily Traffic: 15,000 (year 2036), Design Load: HS 20, Features Intersected: LP 12, Facility Carried by Structure: Polk St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), 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: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, 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: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $7,000, Total Project Cost: $35,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058102085, Location: 0.35 Mi E of US 67 (Lat: 32.690953, Lng: -96.840192), Route carried "on" structure: City street 163, Year Built: 1967, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 29,360 (year 2020), Average Future Daily Traffic: 15,000 (year 2036), Design Load: HS 20, Features Intersected: LP 12, Facility Carried by Structure: Polk St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), 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: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, 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: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $7,000, Total Project Cost: $35,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570058102096, Location: 1.35 MI S OF IH 30 (Lat: 32.747689, Lng: -96.917850), Route carried "on" structure: City street 223, Year Built: 1980, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 13,430 (year 2016), Average Future Daily Traffic: 15,000 (year 2036), Design Load: HS 20, Features Intersected: LP 12, Facility Carried by Structure: JEFFERSON BLVD EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.553, Lanes on structure: 4, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 19.6m (64.3ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058102096, Location: 1.35 MI S OF IH 30 (Lat: 32.747689, Lng: -96.917850), Route carried "on" structure: City street 223, Year Built: 1980, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 13,430 (year 2016), Average Future Daily Traffic: 15,000 (year 2036), Design Load: HS 20, Features Intersected: LP 12, Facility Carried by Structure: JEFFERSON BLVD EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.553, Lanes on structure: 4, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 19.6m (64.3ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570058102097, Location: 1.32 MI S OF IH 30 (Lat: 32.747778, Lng: -96.919250), Route carried "on" structure: City street 223, Year Built: 1980, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 6,710 (year 2016), Average Future Daily Traffic: 8,000 (year 2036), Design Load: HS 20, Features Intersected: LP 12, Facility Carried by Structure: JEFFERSON BLVD WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.553, Lanes on structure: 3, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 17.3m (56.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058102097, Location: 1.32 MI S OF IH 30 (Lat: 32.747778, Lng: -96.919250), Route carried "on" structure: City street 223, Year Built: 1980, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 6,710 (year 2016), Average Future Daily Traffic: 8,000 (year 2036), Design Load: HS 20, Features Intersected: LP 12, Facility Carried by Structure: JEFFERSON BLVD WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.553, Lanes on structure: 3, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 17.3m (56.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570058102133, Location: 1.45 Mi N of SH 114 (Lat: 32.864311, Lng: -96.900072), Route carried "on" structure: State highway 12, Year Built: 1970, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 58,333 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 70,350 (year 2033), Design Load: HS 20, Features Intersected: SP 348
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.805, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058102133, Location: 1.45 Mi N of SH 114 (Lat: 32.864311, Lng: -96.900072), Route carried "on" structure: State highway 12, Year Built: 1970, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 58,333 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 70,350 (year 2033), Design Load: HS 20, Features Intersected: SP 348
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.805, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570058102399, Location: 1.20 Mi SE of SP 303 (Lat: 32.691931, Lng: -96.892211), Route carried "on" structure: State highway 12, Year Built: 1974, Status: Open, Structure Length: 14.75m (48.39ft), Average Daily Traffic: 13,953 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 13,300 (year 2030), Design Load: HS 20, Features Intersected: Cockrell Hill Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.170, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 14.5m (47.6ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058102399, Location: 1.20 Mi SE of SP 303 (Lat: 32.691931, Lng: -96.892211), Route carried "on" structure: State highway 12, Year Built: 1974, Status: Open, Structure Length: 14.75m (48.39ft), Average Daily Traffic: 13,953 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 13,300 (year 2030), Design Load: HS 20, Features Intersected: Cockrell Hill Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.170, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 14.5m (47.6ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570058102402, Location: 0.7 MI SW of IH 35E (Lat: 32.857961, Lng: -96.903461), Route carried "on" structure: State highway 12, Year Built: 2018, Status: Open, Structure Length: 28.07m (92.09ft), Average Daily Traffic: 2,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 4,300 (year 2025), Design Load: HL 93, Features Intersected: Loop 12 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.9m (25.9ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable 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 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 180570058102402, Location: 0.7 MI SW of IH 35E (Lat: 32.857961, Lng: -96.903461), Route carried "on" structure: State highway 12, Year Built: 2018, Status: Open, Structure Length: 28.07m (92.09ft), Average Daily Traffic: 2,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 4,300 (year 2025), Design Load: HL 93, Features Intersected: Loop 12 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.9m (25.9ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable 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 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 180570058102403, Location: 0.7 SW of IH 35E (Lat: 32.860319, Lng: -96.902511), Route carried "on" structure: State highway 12, Year Built: 2018, Status: Open, Structure Length: 18.59m (60.99ft), Average Daily Traffic: 3,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 6,000 (year 2025), Design Load: HL 93, Features Intersected: Loop 12 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 180570058102403, Location: 0.7 SW of IH 35E (Lat: 32.860319, Lng: -96.902511), Route carried "on" structure: State highway 12, Year Built: 2018, Status: Open, Structure Length: 18.59m (60.99ft), Average Daily Traffic: 3,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 6,000 (year 2025), Design Load: HL 93, Features Intersected: Loop 12 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 180570058102413, Location: 1.45 Mi N of SH 114 (Lat: 32.864833, Lng: -96.900211), Route carried "on" structure: State highway 12, Year Built: 1970, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 98,501 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 90,000 (year 2036), Design Load: HS 20, Features Intersected: SP 348
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.805, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570058102413, Location: 1.45 Mi N of SH 114 (Lat: 32.864833, Lng: -96.900211), Route carried "on" structure: State highway 12, Year Built: 1970, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 98,501 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 90,000 (year 2036), Design Load: HS 20, Features Intersected: SP 348
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.805, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570104703009, Location: 0.20 MI S OF IH 20 (Lat: 32.669414, Lng: -96.985339), Route carried "on" structure: State highway 1382, Year Built: 1957, Year Reconstructed: 1981, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 22,695 (year 2020), Average Future Daily Traffic: 37,980 (year 2033), Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.658, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 180570104703009, Location: 0.20 MI S OF IH 20 (Lat: 32.669414, Lng: -96.985339), Route carried "on" structure: State highway 1382, Year Built: 1957, Year Reconstructed: 1981, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 22,695 (year 2020), Average Future Daily Traffic: 37,980 (year 2033), Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.658, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 180570104703021, Location: 1.95 Mi S of IH 20 (Lat: 32.645094, Lng: -96.974228), Route carried "on" structure: State highway 1382, Year Built: 1981, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 19,991 (year 2020), Average Future Daily Traffic: 28,880 (year 2033), Design Load: HS 20, Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.516, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 180570104703021, Location: 1.95 Mi S of IH 20 (Lat: 32.645094, Lng: -96.974228), Route carried "on" structure: State highway 1382, Year Built: 1981, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 19,991 (year 2020), Average Future Daily Traffic: 28,880 (year 2033), Design Load: HS 20, Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.516, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 180570104703028, Location: 0.70 MI S OF IH 20 (Lat: 32.662681, Lng: -96.983053), Route carried "on" structure: State highway 1382, Year Built: 1993, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 22,695 (year 2020), Average Future Daily Traffic: 37,980 (year 2033), Design Load: HS 20, Features Intersected: Mountain Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.443, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570104703028, Location: 0.70 MI S OF IH 20 (Lat: 32.662681, Lng: -96.983053), Route carried "on" structure: State highway 1382, Year Built: 1993, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 22,695 (year 2020), Average Future Daily Traffic: 37,980 (year 2033), Design Load: HS 20, Features Intersected: Mountain Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.443, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18057010470303, Location: 1.40 MI N OF IH 20 (Lat: 32.692775, Lng: -96.985411), Route carried "on" structure: State highway 1382, Year Built: 1999, Status: Open, Structure Length: 16.00m (52.49ft), Average Daily Traffic: 23,134 (year 2020), Average Future Daily Traffic: 26,620 (year 2033), Design Load: HS 20, Features Intersected: Fish Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.104, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than 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: 16.00m (52.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $19,000, Total Project Cost: $94,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18057010470303, Location: 1.40 MI N OF IH 20 (Lat: 32.692775, Lng: -96.985411), Route carried "on" structure: State highway 1382, Year Built: 1999, Status: Open, Structure Length: 16.00m (52.49ft), Average Daily Traffic: 23,134 (year 2020), Average Future Daily Traffic: 26,620 (year 2033), Design Load: HS 20, Features Intersected: Fish Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.104, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than 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: 16.00m (52.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $19,000, Total Project Cost: $94,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570104703033, Location: 2.55 MI S OF IH 20 (Lat: 32.635853, Lng: -96.972275), Route carried "on" structure: State highway 1382, Year Built: 2007, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 10,310 (year 2013), Average Future Daily Traffic: 14,440 (year 2033), Design Load: HS 20, Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.647, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 180570104703033, Location: 2.55 MI S OF IH 20 (Lat: 32.635853, Lng: -96.972275), Route carried "on" structure: State highway 1382, Year Built: 2007, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 10,310 (year 2013), Average Future Daily Traffic: 14,440 (year 2033), Design Load: HS 20, Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.647, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 180570104703034, Location: 2.55 MI S OF IH 20 (Lat: 32.638033, Lng: -96.972586), Route carried "on" structure: State highway 1382, Year Built: 2005, Year Reconstructed: 2006, Status: Open, Structure Length: 19.81m (64.99ft), Average Daily Traffic: 10,310 (year 2013), Average Future Daily Traffic: 14,440 (year 2033), Design Load: HS 20, Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.647, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 180570104703034, Location: 2.55 MI S OF IH 20 (Lat: 32.638033, Lng: -96.972586), Route carried "on" structure: State highway 1382, Year Built: 2005, Year Reconstructed: 2006, Status: Open, Structure Length: 19.81m (64.99ft), Average Daily Traffic: 10,310 (year 2013), Average Future Daily Traffic: 14,440 (year 2033), Design Load: HS 20, Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.647, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 180570106804001, Location: 0.3 MI E OF LOOP 12 (Lat: 32.765389, Lng: -96.910158), Route carried "on" structure: Ramp State highway 12, Year Built: 2005, Status: Open, Structure Length: 22.71m (74.51ft), Average Daily Traffic: 65,000 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 91,000 (year 2031), Design Load: HS 20, Features Intersected: IH 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.848, Lanes on structure: 2, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 1, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570106804001, Location: 0.3 MI E OF LOOP 12 (Lat: 32.765389, Lng: -96.910158), Route carried "on" structure: Ramp State highway 12, Year Built: 2005, Status: Open, Structure Length: 22.71m (74.51ft), Average Daily Traffic: 65,000 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 91,000 (year 2031), Design Load: HS 20, Features Intersected: IH 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.848, Lanes on structure: 2, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 1, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place