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: 180570019603283, Location: 3.2 Mi NW of Mockingbird (Lat: 32.860478, Lng: -96.892492), Route carried "on" structure: Interstate 35, Year Built: 1961, Year Reconstructed: 2014, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 64,154 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 88,030 (year 2033), Design Load: HS 20, Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.772, Lanes on structure: 4, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 21.0m (68.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570019603283, Location: 3.2 Mi NW of Mockingbird (Lat: 32.860478, Lng: -96.892492), Route carried "on" structure: Interstate 35, Year Built: 1961, Year Reconstructed: 2014, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 64,154 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 88,030 (year 2033), Design Load: HS 20, Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.772, Lanes on structure: 4, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 21.0m (68.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603301, Location: 0.7 Mi W of Inwood Rd (Lat: 32.811936, Lng: -96.862008), Route carried "on" structure: Interstate 35, Year Built: 1959, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 106,034 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 149,690 (year 2033), Design Load: HS 20, Features Intersected: SH 356
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.466, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570019603301, Location: 0.7 Mi W of Inwood Rd (Lat: 32.811936, Lng: -96.862008), Route carried "on" structure: Interstate 35, Year Built: 1959, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 106,034 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 149,690 (year 2033), Design Load: HS 20, Features Intersected: SH 356
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.466, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603333, Location: 3.2 Mi N of Loop 12 (Lat: 32.907461, Lng: -96.897100), Route carried "on" structure: Ramp Interstate 635, Year Built: 1967, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 107,820 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 150,940 (year 2036), Design Load: HS 20, Features Intersected: IH 35E NB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 23.282, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570019603333, Location: 3.2 Mi N of Loop 12 (Lat: 32.907461, Lng: -96.897100), Route carried "on" structure: Ramp Interstate 635, Year Built: 1967, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 107,820 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 150,940 (year 2036), Design Load: HS 20, Features Intersected: IH 35E NB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 23.282, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570019603335, Location: 3.2 Mi N of Loop 12 (Lat: 32.907322, Lng: -96.895283), Route carried "on" structure: Ramp Interstate 35, Year Built: 1967, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 23,200 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 32,480 (year 2036), Design Load: HS 20, Features Intersected: Loop 354
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.301, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570019603335, Location: 3.2 Mi N of Loop 12 (Lat: 32.907322, Lng: -96.895283), Route carried "on" structure: Ramp Interstate 35, Year Built: 1967, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 23,200 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 32,480 (year 2036), Design Load: HS 20, Features Intersected: Loop 354
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.301, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570019603364, Location: 3.2 Mi N of Loop 12 (Lat: 32.908411, Lng: -96.896647), Route carried "on" structure: Interstate 635, Year Built: 1977, Status: Open, Structure Length: 39.38m (129.20ft), Average Daily Traffic: 107,820 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 150,940 (year 2036), Design Load: HS 20, Features Intersected: IH 35E
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 23.223, Lanes on structure: 3, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 11, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 39.38m (129.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $39,000, Total Project Cost: $194,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570019603364, Location: 3.2 Mi N of Loop 12 (Lat: 32.908411, Lng: -96.896647), Route carried "on" structure: Interstate 635, Year Built: 1977, Status: Open, Structure Length: 39.38m (129.20ft), Average Daily Traffic: 107,820 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 150,940 (year 2036), Design Load: HS 20, Features Intersected: IH 35E
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 23.223, Lanes on structure: 3, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 11, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 39.38m (129.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $39,000, Total Project Cost: $194,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570019603365, Location: 3.2 Mi N of Loop 12 (Lat: 32.907506, Lng: -96.900797), Route carried "on" structure: Interstate 635, Year Built: 1977, Status: Open, Structure Length: 56.48m (185.30ft), Average Daily Traffic: 172,288 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 150,940 (year 2036), Design Load: HS 20, Features Intersected: IH 35E
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 23.052, Lanes on structure: 3, Lanes under structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 16, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 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: 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: 180570019603365, Location: 3.2 Mi N of Loop 12 (Lat: 32.907506, Lng: -96.900797), Route carried "on" structure: Interstate 635, Year Built: 1977, Status: Open, Structure Length: 56.48m (185.30ft), Average Daily Traffic: 172,288 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 150,940 (year 2036), Design Load: HS 20, Features Intersected: IH 35E
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 23.052, Lanes on structure: 3, Lanes under structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 16, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 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: 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: 180570019603367, Location: 3.2 Mi N of LP 12 (Lat: 32.907081, Lng: -96.904050), Route carried "on" structure: Ramp Interstate 635, Year Built: 1977, Status: Open, Structure Length: 127.74m (419.09ft), Average Daily Traffic: 15,009 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 2,290 (year 2036), Design Load: HS 20, Features Intersected: IH 35E & IH 635
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 23.931, Lanes on structure: 1, Lanes under structure: 20, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 44, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570019603367, Location: 3.2 Mi N of LP 12 (Lat: 32.907081, Lng: -96.904050), Route carried "on" structure: Ramp Interstate 635, Year Built: 1977, Status: Open, Structure Length: 127.74m (419.09ft), Average Daily Traffic: 15,009 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 2,290 (year 2036), Design Load: HS 20, Features Intersected: IH 35E & IH 635
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 23.931, Lanes on structure: 1, Lanes under structure: 20, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 44, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570019603368, Location: 3.3 Mi N of LP 12 (Lat: 32.908900, Lng: -96.900147), Route carried "on" structure: Ramp Interstate 35, Year Built: 1977, Status: Open, Structure Length: 24.38m (79.99ft), Average Daily Traffic: 17,410 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 24,370 (year 2033), Design Load: HS 20, Features Intersected: Emerald St
Minimum Vertical Clearance: 11.89m (39.01ft), Kilometerpoint: 45.371, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 44.4 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than 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: 180570019603368, Location: 3.3 Mi N of LP 12 (Lat: 32.908900, Lng: -96.900147), Route carried "on" structure: Ramp Interstate 35, Year Built: 1977, Status: Open, Structure Length: 24.38m (79.99ft), Average Daily Traffic: 17,410 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 24,370 (year 2033), Design Load: HS 20, Features Intersected: Emerald St
Minimum Vertical Clearance: 11.89m (39.01ft), Kilometerpoint: 45.371, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 44.4 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than 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: 180570019603369, Location: 3.1 Mi N of LP 12 (Lat: 32.907289, Lng: -96.900822), Route carried "on" structure: Ramp Interstate 635, Year Built: 1977, Status: Open, Structure Length: 24.69m (81.00ft), Average Daily Traffic: 15,009 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 2,290 (year 2036), Design Load: HS 20, Features Intersected: Emerald St
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 23.630, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: 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, Underclear: 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: 180570019603369, Location: 3.1 Mi N of LP 12 (Lat: 32.907289, Lng: -96.900822), Route carried "on" structure: Ramp Interstate 635, Year Built: 1977, Status: Open, Structure Length: 24.69m (81.00ft), Average Daily Traffic: 15,009 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 2,290 (year 2036), Design Load: HS 20, Features Intersected: Emerald St
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 23.630, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: 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, Underclear: 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: 18057001960337, Location: 2.3 Mi N of LP 12 (Lat: 32.908883, Lng: -96.897467), Route carried "on" structure: Ramp Interstate 35, Year Built: 1977, Status: Open, Structure Length: 42.18m (138.39ft), Average Daily Traffic: 19,500 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 27,300 (year 2036), Design Load: HS 20, Features Intersected: IH 35E NB
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 45.453, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 19, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 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, Underclear: High priority of corrective action, 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18057001960337, Location: 2.3 Mi N of LP 12 (Lat: 32.908883, Lng: -96.897467), Route carried "on" structure: Ramp Interstate 35, Year Built: 1977, Status: Open, Structure Length: 42.18m (138.39ft), Average Daily Traffic: 19,500 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 27,300 (year 2036), Design Load: HS 20, Features Intersected: IH 35E NB
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 45.453, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 19, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 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, Underclear: High priority of corrective action, 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570019603371, Location: 3.4 Mi N of LP 12 (Lat: 32.911144, Lng: -96.899858), Route carried "on" structure: ServiceInterstate 35, Year Built: 1977, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 11,390 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 15,950 (year 2033), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Emerald St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.530, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570019603371, Location: 3.4 Mi N of LP 12 (Lat: 32.911144, Lng: -96.899858), Route carried "on" structure: ServiceInterstate 35, Year Built: 1977, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 11,390 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 15,950 (year 2033), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Emerald St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.530, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019603444, Location: 0.75 MI N of INT IH 30/35 (Lat: 32.781044, Lng: -96.818139), Route carried "on" structure: Ramp State highway 366, Year Built: 2011, Status: Open, Structure Length: 79.31m (260.20ft), Average Daily Traffic: 5,000 (year 2012), Average Future Daily Traffic: 7,500 (year 2032), Design Load: HL 93, Features Intersected: IH 35E
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 27, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 18, Length of Maximum Span: 51.2m (168.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570019603444, Location: 0.75 MI N of INT IH 30/35 (Lat: 32.781044, Lng: -96.818139), Route carried "on" structure: Ramp State highway 366, Year Built: 2011, Status: Open, Structure Length: 79.31m (260.20ft), Average Daily Traffic: 5,000 (year 2012), Average Future Daily Traffic: 7,500 (year 2032), Design Load: HL 93, Features Intersected: IH 35E
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 27, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 18, Length of Maximum Span: 51.2m (168.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570019603466, Location: 0.51 MI S of Royal Ln (Lat: 32.888511, Lng: -96.898608), Route carried "on" structure: Ramp Interstate 35, Year Built: 2014, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 500 (year 2035), Design Load: HL 93, Features Intersected: Merrell Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 8.0m (26.2ft), 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: 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: 180570019603466, Location: 0.51 MI S of Royal Ln (Lat: 32.888511, Lng: -96.898608), Route carried "on" structure: Ramp Interstate 35, Year Built: 2014, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 500 (year 2035), Design Load: HL 93, Features Intersected: Merrell Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 8.0m (26.2ft), 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: 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
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Structure Number: 180570019603469, Location: 0.20 MI SE of NW Hwy (Lat: 32.860239, Lng: -96.892519), Route carried "on" structure: Ramp Interstate 35, Year Built: 2013, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 500 (year 2035), Design Load: HL 93, Features Intersected: Daniels Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, 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: 180570019603469, Location: 0.20 MI SE of NW Hwy (Lat: 32.860239, Lng: -96.892519), Route carried "on" structure: Ramp Interstate 35, Year Built: 2013, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 500 (year 2035), Design Load: HL 93, Features Intersected: Daniels Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, 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
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Structure Number: 18057001960347, Location: IH 35E @ IH 635 (Lat: 32.860547, Lng: -96.891886), Route carried "on" structure: Ramp Other road 35, Year Built: 2014, Status: Open, Structure Length: 627.03m (2057.19ft), Average Daily Traffic: 45,000 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 80,000 (year 2030), Design Load: HL 93, Features Intersected: JOES CRK W NW HWY ETC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 50, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 187, Length of Maximum Span: 70.1m (230.0ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18057001960347, Location: IH 35E @ IH 635 (Lat: 32.860547, Lng: -96.891886), Route carried "on" structure: Ramp Other road 35, Year Built: 2014, Status: Open, Structure Length: 627.03m (2057.19ft), Average Daily Traffic: 45,000 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 80,000 (year 2030), Design Load: HL 93, Features Intersected: JOES CRK W NW HWY ETC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 50, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 187, Length of Maximum Span: 70.1m (230.0ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570019603471, Location: 0.5 MI S of Royal Ln (Lat: 32.870689, Lng: -96.898822), Route carried "on" structure: Interstate 35, Year Built: 2015, Status: Open, Structure Length: 106.38m (349.02ft), Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 5,000 (year 2035), Design Load: HL 93, Features Intersected: LP12 SB Ramps NW Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 17, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 29, Length of Maximum Span: 64.6m (211.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570019603471, Location: 0.5 MI S of Royal Ln (Lat: 32.870689, Lng: -96.898822), Route carried "on" structure: Interstate 35, Year Built: 2015, Status: Open, Structure Length: 106.38m (349.02ft), Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 5,000 (year 2035), Design Load: HL 93, Features Intersected: LP12 SB Ramps NW Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 17, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 29, Length of Maximum Span: 64.6m (211.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570019603472, Location: 0.27 MI N of NW Hwy (Lat: 32.867994, Lng: -96.898122), Route carried "on" structure: Ramp Other road 12, Year Built: 2014, Status: Open, Structure Length: 30.97m (101.61ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 500 (year 2035), Design Load: HL 93, Features Intersected: IH 35E
Minimum Vertical Clearance: 7.70m (25.26ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 6, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 67.1m (220.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570019603472, Location: 0.27 MI N of NW Hwy (Lat: 32.867994, Lng: -96.898122), Route carried "on" structure: Ramp Other road 12, Year Built: 2014, Status: Open, Structure Length: 30.97m (101.61ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 500 (year 2035), Design Load: HL 93, Features Intersected: IH 35E
Minimum Vertical Clearance: 7.70m (25.26ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 6, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 67.1m (220.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570019603473, Location: IH 635 @ IH 35E (Lat: 32.868939, Lng: -96.898897), Route carried "on" structure: Ramp Other road , Year Built: 2014, Status: Open, Structure Length: 477.41m (1566.31ft), Average Daily Traffic: 17,100 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 26,100 (year 2040), Design Load: HL 93, Features Intersected: IH635IH35E ROYAL ETC, Facility Carried by Structure: IH635 IH35E W S DC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 54, Toll: Toll bridge, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 136, Length of Maximum Span: 95.1m (312.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 180570019603473, Location: IH 635 @ IH 35E (Lat: 32.868939, Lng: -96.898897), Route carried "on" structure: Ramp Other road , Year Built: 2014, Status: Open, Structure Length: 477.41m (1566.31ft), Average Daily Traffic: 17,100 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 26,100 (year 2040), Design Load: HL 93, Features Intersected: IH635IH35E ROYAL ETC, Facility Carried by Structure: IH635 IH35E W S DC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 54, Toll: Toll bridge, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 136, Length of Maximum Span: 95.1m (312.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 180570019603474, Location: 0.4 MI N OF WALNUT HILL (Lat: 32.887067, Lng: -96.897500), Route carried "on" structure: Other road 635, Year Built: 2014, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 5,000 (year 2035), Design Load: HL 93, Features Intersected: MERRELL RD, Facility Carried by Structure: IH 35E NB ON-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Toll: On Interstate toll segment, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.9m (107.9ft), 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: 44.4 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, 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: 180570019603474, Location: 0.4 MI N OF WALNUT HILL (Lat: 32.887067, Lng: -96.897500), Route carried "on" structure: Other road 635, Year Built: 2014, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 5,000 (year 2035), Design Load: HL 93, Features Intersected: MERRELL RD, Facility Carried by Structure: IH 35E NB ON-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Toll: On Interstate toll segment, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.9m (107.9ft), 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: 44.4 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, 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: 180570019603489, Location: 0.2 MI N. of I635/I35E JC (Lat: 32.913339, Lng: -96.897592), Route carried "on" structure: Interstate 35, Year Built: 2018, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 79,946 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 111,925 (year 2037), Design Load: HL 93, Features Intersected: Harry Hines Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 180570019603489, Location: 0.2 MI N. of I635/I35E JC (Lat: 32.913339, Lng: -96.897592), Route carried "on" structure: Interstate 35, Year Built: 2018, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 79,946 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 111,925 (year 2037), Design Load: HL 93, Features Intersected: Harry Hines Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 180570019603494, Location: 635 & 35E Interchange (Lat: 32.910711, Lng: -96.897333), Route carried "on" structure: Ramp Interstate 635, Year Built: 2018, Status: Open, Structure Length: 33.56m (110.10ft), Average Daily Traffic: 13,335 (year 2017), Average Future Daily Traffic: 18,700 (year 2037), Design Load: HL 93, Features Intersected: Harry Hines Con B IH35E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 9, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Equal 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 180570019603494, Location: 635 & 35E Interchange (Lat: 32.910711, Lng: -96.897333), Route carried "on" structure: Ramp Interstate 635, Year Built: 2018, Status: Open, Structure Length: 33.56m (110.10ft), Average Daily Traffic: 13,335 (year 2017), Average Future Daily Traffic: 18,700 (year 2037), Design Load: HL 93, Features Intersected: Harry Hines Con B IH35E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 9, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Equal 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 180570019603522, Location: IH 35E & IH 635 I/C (Lat: 32.907231, Lng: -96.897231), Route carried "on" structure: Ramp Interstate 635, Year Built: 2016, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 8,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 10,000 (year 2036), Design Load: HL 93, Features Intersected: IH 35E SB CONN A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.062, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 14.0m (45.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 44.4 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: Superior to present desirable criteria, Underclear: 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 Precast Panels
Structure Number: 180570019603522, Location: IH 35E & IH 635 I/C (Lat: 32.907231, Lng: -96.897231), Route carried "on" structure: Ramp Interstate 635, Year Built: 2016, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 8,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 10,000 (year 2036), Design Load: HL 93, Features Intersected: IH 35E SB CONN A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.062, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 14.0m (45.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 44.4 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: Superior to present desirable criteria, Underclear: 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 Precast Panels
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Structure Number: 18057001960353, Location: 0.3 Mi S of LP 366 (Lat: 32.773550, Lng: -96.812014), Route carried "on" structure: Ramp State highway 35, Year Built: 2021, Status: Open, Structure Length: 54.77m (179.69ft), Average Daily Traffic: 21,400 (year 2017), Average Future Daily Traffic: 29,900 (year 2037), Design Load: HL 93, Features Intersected: IH 35E Conns etc, Facility Carried by Structure: SB ExitRp WBIH30
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 26.170, Lanes on structure: 1, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Number Of Approach Spans: 4, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18057001960353, Location: 0.3 Mi S of LP 366 (Lat: 32.773550, Lng: -96.812014), Route carried "on" structure: Ramp State highway 35, Year Built: 2021, Status: Open, Structure Length: 54.77m (179.69ft), Average Daily Traffic: 21,400 (year 2017), Average Future Daily Traffic: 29,900 (year 2037), Design Load: HL 93, Features Intersected: IH 35E Conns etc, Facility Carried by Structure: SB ExitRp WBIH30
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 26.170, Lanes on structure: 1, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Number Of Approach Spans: 4, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570019603532, Location: 0.1 Mi N of LP 366 (Lat: 32.782633, Lng: -96.811411), Route carried "on" structure: Ramp State highway 35, Year Built: 2021, Status: Open, Structure Length: 30.63m (100.49ft), Average Daily Traffic: 20,700 (year 2017), Average Future Daily Traffic: 28,900 (year 2037), Design Load: HL 93, Features Intersected: CONTINENTAL AVE/LAMAR ST, Facility Carried by Structure: NB CD ENTRANCE RP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.291, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 43.3m (142.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.3m (14.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570019603532, Location: 0.1 Mi N of LP 366 (Lat: 32.782633, Lng: -96.811411), Route carried "on" structure: Ramp State highway 35, Year Built: 2021, Status: Open, Structure Length: 30.63m (100.49ft), Average Daily Traffic: 20,700 (year 2017), Average Future Daily Traffic: 28,900 (year 2037), Design Load: HL 93, Features Intersected: CONTINENTAL AVE/LAMAR ST, Facility Carried by Structure: NB CD ENTRANCE RP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.291, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 43.3m (142.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.3m (14.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570019603533, Location: 0.65 Mi N of LP 366 (Lat: 32.791483, Lng: -96.813503), Route carried "on" structure: Ramp State highway 35, Year Built: 2021, Status: Not yet open, Structure Length: 13.66m (44.82ft), Average Daily Traffic: 5,000 (year 2017), Average Future Daily Traffic: 7,000 (year 2037), Design Load: HL 93, Features Intersected: -, Facility Carried by Structure: NB CD ENTRANCE RP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.199, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570019603533, Location: 0.65 Mi N of LP 366 (Lat: 32.791483, Lng: -96.813503), Route carried "on" structure: Ramp State highway 35, Year Built: 2021, Status: Not yet open, Structure Length: 13.66m (44.82ft), Average Daily Traffic: 5,000 (year 2017), Average Future Daily Traffic: 7,000 (year 2037), Design Load: HL 93, Features Intersected: -, Facility Carried by Structure: NB CD ENTRANCE RP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.199, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570019603534, Location: 0.4 Mi N of LP 366 (Lat: 32.788486, Lng: -96.812575), Route carried "on" structure: Ramp State highway 35, Year Built: 2021, Status: Open, Structure Length: 85.47m (280.41ft), Average Daily Traffic: 27,900 (year 2017), Average Future Daily Traffic: 39,100 (year 2037), Design Load: HL 93, Features Intersected: Hi Line Dr & IH35E NB FR, Facility Carried by Structure: NB CD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.991, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 25, Length of Maximum Span: 49.7m (163.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570019603534, Location: 0.4 Mi N of LP 366 (Lat: 32.788486, Lng: -96.812575), Route carried "on" structure: Ramp State highway 35, Year Built: 2021, Status: Open, Structure Length: 85.47m (280.41ft), Average Daily Traffic: 27,900 (year 2017), Average Future Daily Traffic: 39,100 (year 2037), Design Load: HL 93, Features Intersected: Hi Line Dr & IH35E NB FR, Facility Carried by Structure: NB CD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.991, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 25, Length of Maximum Span: 49.7m (163.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570019603535, Location: 0.5 Mi S of LP 366 (Lat: 32.773678, Lng: -96.812194), Route carried "on" structure: Ramp State highway 35, Year Built: 2021, Status: Open, Structure Length: 21.18m (69.49ft), Average Daily Traffic: 7,400 (year 2017), Average Future Daily Traffic: 10,300 (year 2037), Design Load: HL 93, Features Intersected: REUNION BLVD & SB IH 35E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.211, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 46.3m (151.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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 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: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570019603535, Location: 0.5 Mi S of LP 366 (Lat: 32.773678, Lng: -96.812194), Route carried "on" structure: Ramp State highway 35, Year Built: 2021, Status: Open, Structure Length: 21.18m (69.49ft), Average Daily Traffic: 7,400 (year 2017), Average Future Daily Traffic: 10,300 (year 2037), Design Load: HL 93, Features Intersected: REUNION BLVD & SB IH 35E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.211, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 46.3m (151.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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 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: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570019603536, Location: 0.25 Mi N of LP 366 (Lat: 32.789267, Lng: -96.813589), Route carried "on" structure: Ramp State highway 35, Year Built: 2021, Status: Open, Structure Length: 72.45m (237.70ft), Average Daily Traffic: 42,800 (year 2017), Average Future Daily Traffic: 59,900 (year 2037), Design Load: HL 93, Features Intersected: IH 35E CONNS, Facility Carried by Structure: CD EX RP-W RODGERS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.990, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Number Of Approach Spans: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570019603536, Location: 0.25 Mi N of LP 366 (Lat: 32.789267, Lng: -96.813589), Route carried "on" structure: Ramp State highway 35, Year Built: 2021, Status: Open, Structure Length: 72.45m (237.70ft), Average Daily Traffic: 42,800 (year 2017), Average Future Daily Traffic: 59,900 (year 2037), Design Load: HL 93, Features Intersected: IH 35E CONNS, Facility Carried by Structure: CD EX RP-W RODGERS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.990, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Number Of Approach Spans: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570019606004, Location: IH 635-IH35E-LP 354 I/C (Lat: 32.909286, Lng: -96.895706), Route carried "on" structure: State highway 354, Year Built: 1967, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 17,312 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 21,640 (year 2033), Features Intersected: Drain, Facility Carried by Structure: HARRY HINES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.968, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 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, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000
Structure Number: 180570019606004, Location: IH 635-IH35E-LP 354 I/C (Lat: 32.909286, Lng: -96.895706), Route carried "on" structure: State highway 354, Year Built: 1967, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 17,312 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 21,640 (year 2033), Features Intersected: Drain, Facility Carried by Structure: HARRY HINES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.968, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 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, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000
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Structure Number: 180570019606201, Location: 0.7 Mi SE of IH 35E (Lat: 32.858358, Lng: -96.881383), Route carried "on" structure: Spur State highway 482, Year Built: 1976, Status: Open, Structure Length: 14.87m (48.79ft), Average Daily Traffic: 24,422 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 31,720 (year 2036), Design Load: HS 20, Features Intersected: LP 354
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.755, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
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: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570019606201, Location: 0.7 Mi SE of IH 35E (Lat: 32.858358, Lng: -96.881383), Route carried "on" structure: Spur State highway 482, Year Built: 1976, Status: Open, Structure Length: 14.87m (48.79ft), Average Daily Traffic: 24,422 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 31,720 (year 2036), Design Load: HS 20, Features Intersected: LP 354
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.755, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
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: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570019606206, Location: 1.7 Mi S of IH 635N (Lat: 32.884572, Lng: -96.886553), Route carried "on" structure: State highway 354, Year Built: 1974, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 23,948 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 39,500 (year 2033), Features Intersected: Daniel's Creek, Facility Carried by Structure: HARRY HINES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.836, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
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: May 2020
Structure Number: 180570019606206, Location: 1.7 Mi S of IH 635N (Lat: 32.884572, Lng: -96.886553), Route carried "on" structure: State highway 354, Year Built: 1974, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 23,948 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 39,500 (year 2033), Features Intersected: Daniel's Creek, Facility Carried by Structure: HARRY HINES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.836, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
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: May 2020
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Structure Number: 180570019606207, Location: 0.35 Mi N of LP 12 (Lat: 32.863717, Lng: -96.881325), Route carried "on" structure: Spur State highway 354, Year Built: 1974, Year Reconstructed: 2000, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 8,551 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 19,910 (year 2033), Features Intersected: Joe's Creek, Facility Carried by Structure: HARRY HINES SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.184, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570019606207, Location: 0.35 Mi N of LP 12 (Lat: 32.863717, Lng: -96.881325), Route carried "on" structure: Spur State highway 354, Year Built: 1974, Year Reconstructed: 2000, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 8,551 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 19,910 (year 2033), Features Intersected: Joe's Creek, Facility Carried by Structure: HARRY HINES SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.184, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $2,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019606208, Location: 0.35 Mi N of LP 12 (Lat: 32.863789, Lng: -96.881072), Route carried "on" structure: Spur State highway 354, Year Built: 1974, Year Reconstructed: 2000, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 11,275 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 19,910 (year 2033), Features Intersected: Joe's Creek, Facility Carried by Structure: HARRY HINES NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.184, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180570019606208, Location: 0.35 Mi N of LP 12 (Lat: 32.863789, Lng: -96.881072), Route carried "on" structure: Spur State highway 354, Year Built: 1974, Year Reconstructed: 2000, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 11,275 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 19,910 (year 2033), Features Intersected: Joe's Creek, Facility Carried by Structure: HARRY HINES NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.184, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $3,000, Total Project Cost: $14,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570019607108, Location: 0.8 Mi W of IH 35E (Lat: 32.778889, Lng: -96.825139), Route carried "on" structure: Spur State highway 366, Year Built: 2012, Status: Open, Structure Length: 59.65m (195.70ft), Average Daily Traffic: 53,310 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 74,640 (year 2033), Design Load: HL 93, Features Intersected: Trinity River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 39 degrees, Material/Design: Steel, Design/Construction: Suspension, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 8, Length of Maximum Span: 183.2m (601.0ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 36.7m (120.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 180570019607108, Location: 0.8 Mi W of IH 35E (Lat: 32.778889, Lng: -96.825139), Route carried "on" structure: Spur State highway 366, Year Built: 2012, Status: Open, Structure Length: 59.65m (195.70ft), Average Daily Traffic: 53,310 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 74,640 (year 2033), Design Load: HL 93, Features Intersected: Trinity River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 39 degrees, Material/Design: Steel, Design/Construction: Suspension, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 8, Length of Maximum Span: 183.2m (601.0ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 36.7m (120.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 180570019607218, Location: 0.1 Mi W of IH 35E (Lat: 32.783111, Lng: -96.813564), Route carried "on" structure: Ramp State highway 366, Year Built: 1981, Status: Closed, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 15,770 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 22,080 (year 2033), Design Load: HS 20, Features Intersected: R.O.W.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.839, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
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: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570019607218, Location: 0.1 Mi W of IH 35E (Lat: 32.783111, Lng: -96.813564), Route carried "on" structure: Ramp State highway 366, Year Built: 1981, Status: Closed, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 15,770 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 22,080 (year 2033), Design Load: HS 20, Features Intersected: R.O.W.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.839, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
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: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18057001960722, Location: 0.2 Mi SW of Akard St (Lat: 32.785661, Lng: -96.805856), Route carried "on" structure: Ramp State highway 366, Year Built: 1981, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 15,770 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 22,080 (year 2033), Design Load: HS 20, Features Intersected: SP 366 EB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.638, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Very 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18057001960722, Location: 0.2 Mi SW of Akard St (Lat: 32.785661, Lng: -96.805856), Route carried "on" structure: Ramp State highway 366, Year Built: 1981, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 15,770 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 22,080 (year 2033), Design Load: HS 20, Features Intersected: SP 366 EB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.638, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Very 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570019607221, Location: 0.1 Mi SW of Field St (Lat: 32.785117, Lng: -96.807114), Route carried "on" structure: Ramp State highway 366, Year Built: 1981, Status: Open, Structure Length: 10.18m (33.40ft), Average Daily Traffic: 15,770 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 22,080 (year 2033), Design Load: HS 20, Features Intersected: R.O.W.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.427, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.4m (24.3ft)
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: 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: 180570019607221, Location: 0.1 Mi SW of Field St (Lat: 32.785117, Lng: -96.807114), Route carried "on" structure: Ramp State highway 366, Year Built: 1981, Status: Open, Structure Length: 10.18m (33.40ft), Average Daily Traffic: 15,770 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 22,080 (year 2033), Design Load: HS 20, Features Intersected: R.O.W.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.427, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.4m (24.3ft)
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: 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: 180570019607228, Location: 0.01 Mi SW of Akard St (Lat: 32.785642, Lng: -96.805789), Route carried "on" structure: Ramp State highway 366, Year Built: 1983, Status: Open, Structure Length: 22.13m (72.60ft), Average Daily Traffic: 14,104 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 22,080 (year 2033), Design Load: HS 20, Features Intersected: SP366 WB Exit & Field St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.879, Lanes on structure: 1, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 27, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570019607228, Location: 0.01 Mi SW of Akard St (Lat: 32.785642, Lng: -96.805789), Route carried "on" structure: Ramp State highway 366, Year Built: 1983, Status: Open, Structure Length: 22.13m (72.60ft), Average Daily Traffic: 14,104 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 22,080 (year 2033), Design Load: HS 20, Features Intersected: SP366 WB Exit & Field St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.879, Lanes on structure: 1, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 27, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570019607229, Location: Spur 366 & Akard St. (Lat: 32.787911, Lng: -96.803181), Route carried "on" structure: City street 68, Year Built: 1983, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 46,000 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 87,400 (year 2036), Design Load: HS 20, Features Intersected: SP 366 (Woodall Rodgers), Facility Carried by Structure: Akard St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.972, Lanes on structure: 7, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 21.8m (71.5ft), Skew: 29 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 27.7m (90.9ft), Out-to-Out Width: 34.5m (113.2ft)
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: High priority of corrective action, 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: 180570019607229, Location: Spur 366 & Akard St. (Lat: 32.787911, Lng: -96.803181), Route carried "on" structure: City street 68, Year Built: 1983, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 46,000 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 87,400 (year 2036), Design Load: HS 20, Features Intersected: SP 366 (Woodall Rodgers), Facility Carried by Structure: Akard St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.972, Lanes on structure: 7, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 21.8m (71.5ft), Skew: 29 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 27.7m (90.9ft), Out-to-Out Width: 34.5m (113.2ft)
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: High priority of corrective action, 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