Bridge Statistics for Austin, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 1,635Number of bridges
- 47,585ft / 14,504mTotal length
- $88,672,000Total costs
- 40,979,061Total average daily traffic
- 2,477,736Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Austin
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 81910-1919
- 171920-1929
- 481930-1939
- 261940-1949
- 701950-1959
- 861960-1969
- 1991970-1979
- 1861980-1989
- 3531990-1999
- 4002000-2009
- 2092010-2019
- 322020-2022
- Reconstructed bridges - Historical Statistics
- 11920-1929
- 41930-1939
- 11940-1949
- 151950-1959
- 171960-1969
- 261970-1979
- 201980-1989
- 241990-1999
- 242000-2009
- 352010-2019
- 162020-2022
- Bridge Condition - Deck
- 12.5%Excellent
- 73.1%Very good
- 13.2%Good
- 1.2%Satisfactory
- 1.0%Fair
- 0.1%Poor
- Bridge Condition - Superstructure
- 31.7%Excellent
- 49.8%Very good
- 16.2%Good
- 1.5%Satisfactory
- 0.9%Fair
- 0.4%Poor
- Bridge Condition - Substructure
- 0.1%Excellent
- 7.0%Very good
- 68.9%Good
- 22.8%Satisfactory
- 1.1%Fair
- Bridge Condition - Channel
- 9.0%Very good
- 52.0%Good
- 33.6%Satisfactory
- 5.5%Fair
- Bridge Condition - Culverts
- 61.7%Very good
- 36.5%Good
- 1.8%Satisfactory
- 0.9%Fair
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Structure Number: 14227000151333, Location: 1.5 MI S OF US 290 (Lat: 30.301244, Lng: -97.716006), Route carried "on" structure: Ramp Interstate 35, Year Built: 1972, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 19,240 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 26,930 (year 2033), Design Load: HS 20, Features Intersected: IH 35 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.683, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14227000151333, Location: 1.5 MI S OF US 290 (Lat: 30.301244, Lng: -97.716006), Route carried "on" structure: Ramp Interstate 35, Year Built: 1972, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 19,240 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 26,930 (year 2033), Design Load: HS 20, Features Intersected: IH 35 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.683, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142270001513331, Location: 3.5 MI S OF US 183 (Lat: 30.281553, Lng: -97.728489), Route carried "on" structure: Interstate 35, Year Built: 1972, Year Reconstructed: 1976, Status: Open, Structure Length: 241.55m (792.49ft), Average Daily Traffic: 99,058 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 67,340 (year 2033), Design Load: HS 20, Features Intersected: IH 35 SB LOWER LEVEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.269, Lanes on structure: 2, Lanes under structure: 23, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 52, Number Of Approach Spans: 21, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 142270001513331, Location: 3.5 MI S OF US 183 (Lat: 30.281553, Lng: -97.728489), Route carried "on" structure: Interstate 35, Year Built: 1972, Year Reconstructed: 1976, Status: Open, Structure Length: 241.55m (792.49ft), Average Daily Traffic: 99,058 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 67,340 (year 2033), Design Load: HS 20, Features Intersected: IH 35 SB LOWER LEVEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.269, Lanes on structure: 2, Lanes under structure: 23, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 52, Number Of Approach Spans: 21, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142270001513332, Location: 3.5 MI S OF US 183 (Lat: 30.281308, Lng: -97.727972), Route carried "on" structure: Interstate 35, Year Built: 1972, Year Reconstructed: 1976, Status: Open, Structure Length: 238.05m (781.00ft), Average Daily Traffic: 48,100 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 67,340 (year 2033), Design Load: HS 20, Features Intersected: IH 35 NB LOWER LEVEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.269, Lanes on structure: 2, Lanes under structure: 22, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 45, Number Of Approach Spans: 28, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 142270001513332, Location: 3.5 MI S OF US 183 (Lat: 30.281308, Lng: -97.727972), Route carried "on" structure: Interstate 35, Year Built: 1972, Year Reconstructed: 1976, Status: Open, Structure Length: 238.05m (781.00ft), Average Daily Traffic: 48,100 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 67,340 (year 2033), Design Load: HS 20, Features Intersected: IH 35 NB LOWER LEVEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.269, Lanes on structure: 2, Lanes under structure: 22, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 45, Number Of Approach Spans: 28, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142270001513333, Location: 1.5 MI S OF US 290 (Lat: 30.300706, Lng: -97.715389), Route carried "on" structure: Ramp Interstate 35, Year Built: 1972, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 19,240 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 26,930 (year 2033), Design Load: HS 20, Features Intersected: IH 35 NB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.647, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 142270001513333, Location: 1.5 MI S OF US 290 (Lat: 30.300706, Lng: -97.715389), Route carried "on" structure: Ramp Interstate 35, Year Built: 1972, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 19,240 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 26,930 (year 2033), Design Load: HS 20, Features Intersected: IH 35 NB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.647, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142270001513334, Location: 1.50 MI S OF US 290 (Lat: 30.301617, Lng: -97.714800), Route carried "on" structure: ServiceInterstate 35, Year Built: 1972, Status: Open, Structure Length: 10.24m (33.60ft), Average Daily Traffic: 10,250 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 14,350 (year 2036), Design Load: HS 20, Features Intersected: LP 111 (AIRPORT BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.784, Lanes on structure: 1, Lanes under structure: 6, 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: 4, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 142270001513334, Location: 1.50 MI S OF US 290 (Lat: 30.301617, Lng: -97.714800), Route carried "on" structure: ServiceInterstate 35, Year Built: 1972, Status: Open, Structure Length: 10.24m (33.60ft), Average Daily Traffic: 10,250 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 14,350 (year 2036), Design Load: HS 20, Features Intersected: LP 111 (AIRPORT BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.784, Lanes on structure: 1, Lanes under structure: 6, 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: 4, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142270001513342, Location: 1.5 MI S OF AIRPORT BLVD (Lat: 30.280714, Lng: -97.728989), Route carried "on" structure: Ramp Interstate 35, Year Built: 1976, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 19,240 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 26,930 (year 2033), Design Load: HS 20, Features Intersected: IH 35 ROW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.269, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 142270001513342, Location: 1.5 MI S OF AIRPORT BLVD (Lat: 30.280714, Lng: -97.728989), Route carried "on" structure: Ramp Interstate 35, Year Built: 1976, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 19,240 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 26,930 (year 2033), Design Load: HS 20, Features Intersected: IH 35 ROW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.269, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142270001513343, Location: 3.30 MI S OF US 290 (Lat: 30.278447, Lng: -97.730414), Route carried "on" structure: City street 19, Year Built: 1976, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 20,900 (year 2016), Average Future Daily Traffic: 24,035 (year 2036), Design Load: HS 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.097, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 29.8m (97.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 142270001513343, Location: 3.30 MI S OF US 290 (Lat: 30.278447, Lng: -97.730414), Route carried "on" structure: City street 19, Year Built: 1976, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 20,900 (year 2016), Average Future Daily Traffic: 24,035 (year 2036), Design Load: HS 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.097, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 29.8m (97.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142270001513344, Location: 2.1 MI S OF AIRPORT BLVD (Lat: 30.274311, Lng: -97.731331), Route carried "on" structure: Ramp Interstate 35, Year Built: 1976, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 17,500 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 24,500 (year 2033), Design Load: HS 20, Features Intersected: SOUTH T/A AT 15TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.414, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, 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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270001513344, Location: 2.1 MI S OF AIRPORT BLVD (Lat: 30.274311, Lng: -97.731331), Route carried "on" structure: Ramp Interstate 35, Year Built: 1976, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 17,500 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 24,500 (year 2033), Design Load: HS 20, Features Intersected: SOUTH T/A AT 15TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.414, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, 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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513345, Location: 5.0 MI S OF US 183 (Lat: 30.273144, Lng: -97.731617), Route carried "on" structure: Ramp Interstate 35, Year Built: 1976, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 17,500 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 24,500 (year 2033), Design Load: HS 20, Features Intersected: IH 35 NB EXIT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.264, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270001513345, Location: 5.0 MI S OF US 183 (Lat: 30.273144, Lng: -97.731617), Route carried "on" structure: Ramp Interstate 35, Year Built: 1976, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 17,500 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 24,500 (year 2033), Design Load: HS 20, Features Intersected: IH 35 NB EXIT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.264, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513346, Location: 5.0 MI S OF US 183 (Lat: 30.273908, Lng: -97.731989), Route carried "on" structure: Ramp Interstate 35, Year Built: 1976, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 17,500 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 24,500 (year 2033), Design Load: HS 20, Features Intersected: IH 35 SB ENTRANCE RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.292, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270001513346, Location: 5.0 MI S OF US 183 (Lat: 30.273908, Lng: -97.731989), Route carried "on" structure: Ramp Interstate 35, Year Built: 1976, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 17,500 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 24,500 (year 2033), Design Load: HS 20, Features Intersected: IH 35 SB ENTRANCE RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.292, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14227000151335, Location: 1.5 MI S OF US 290 (Lat: 30.302322, Lng: -97.715156), Route carried "on" structure: Interstate 35, Year Built: 1972, Status: Open, Structure Length: 50.29m (164.99ft), Average Daily Traffic: 105,393 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 134,690 (year 2033), Design Load: HS 20, Features Intersected: AIRPORT BLVD; SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.398, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14227000151335, Location: 1.5 MI S OF US 290 (Lat: 30.302322, Lng: -97.715156), Route carried "on" structure: Interstate 35, Year Built: 1972, Status: Open, Structure Length: 50.29m (164.99ft), Average Daily Traffic: 105,393 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 134,690 (year 2033), Design Load: HS 20, Features Intersected: AIRPORT BLVD; SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.398, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142270001513357, Location: 2.8 MI S OF US 290 (Lat: 30.286786, Lng: -97.725089), Route carried "on" structure: ServiceInterstate 35, Year Built: 1976, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 10,910 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 15,280 (year 2033), Design Load: HS 20, Features Intersected: 26TH ST (DEAN KEETON)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.904, Lanes on structure: 2, Lanes under structure: 4, 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, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270001513357, Location: 2.8 MI S OF US 290 (Lat: 30.286786, Lng: -97.725089), Route carried "on" structure: ServiceInterstate 35, Year Built: 1976, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 10,910 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 15,280 (year 2033), Design Load: HS 20, Features Intersected: 26TH ST (DEAN KEETON)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.904, Lanes on structure: 2, Lanes under structure: 4, 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, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513358, Location: 2.8 MI S OF US 290 (Lat: 30.286567, Lng: -97.724822), Route carried "on" structure: Interstate 35, Year Built: 1976, Year Reconstructed: 2001, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 178,313 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 269,380 (year 2033), Design Load: HS 20, Features Intersected: 26TH ST (DEAN KEETON)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.904, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 22.4m (73.5ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270001513358, Location: 2.8 MI S OF US 290 (Lat: 30.286567, Lng: -97.724822), Route carried "on" structure: Interstate 35, Year Built: 1976, Year Reconstructed: 2001, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 178,313 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 269,380 (year 2033), Design Load: HS 20, Features Intersected: 26TH ST (DEAN KEETON)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.904, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 22.4m (73.5ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513359, Location: 2.8 MI S OF US 290 E (Lat: 30.286311, Lng: -97.724756), Route carried "on" structure: ServiceInterstate 35, Year Built: 1976, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 10,250 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 14,350 (year 2033), Design Load: HS 20, Features Intersected: 26TH ST (DEAN KEETON)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.904, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, 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: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270001513359, Location: 2.8 MI S OF US 290 E (Lat: 30.286311, Lng: -97.724756), Route carried "on" structure: ServiceInterstate 35, Year Built: 1976, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 10,250 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 14,350 (year 2033), Design Load: HS 20, Features Intersected: 26TH ST (DEAN KEETON)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.904, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, 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: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14227000151336, Location: 0.90 MI S OF US 290 E (Lat: 30.309436, Lng: -97.710308), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 16,340 (year 2016), Average Future Daily Traffic: 18,791 (year 2036), Design Load: HS 20, Features Intersected: IH 35, Facility Carried by Structure: 51ST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 5, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 29.8m (97.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14227000151336, Location: 0.90 MI S OF US 290 E (Lat: 30.309436, Lng: -97.710308), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 16,340 (year 2016), Average Future Daily Traffic: 18,791 (year 2036), Design Load: HS 20, Features Intersected: IH 35, Facility Carried by Structure: 51ST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 5, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 29.8m (97.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513363, Location: 0.90 MI S OF US 290 E (Lat: 30.309919, Lng: -97.710006), Route carried "on" structure: Ramp Interstate 35, Year Built: 1977, Year Reconstructed: 2017, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 17,560 (year 2016), Average Future Daily Traffic: 20,194 (year 2036), Design Load: HS 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.798, Lanes on structure: 1, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270001513363, Location: 0.90 MI S OF US 290 E (Lat: 30.309919, Lng: -97.710006), Route carried "on" structure: Ramp Interstate 35, Year Built: 1977, Year Reconstructed: 2017, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 17,560 (year 2016), Average Future Daily Traffic: 20,194 (year 2036), Design Load: HS 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.798, Lanes on structure: 1, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14227000151338, Location: 5.85 MI S OF US 183 (Lat: 30.260936, Lng: -97.736225), Route carried "on" structure: Interstate 35, Year Built: 1962, Status: Open, Structure Length: 10.24m (33.60ft), Average Daily Traffic: 129,685 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 101,740 (year 2036), Design Load: HS 20, Features Intersected: CESAR CHAVEZ (E 1ST ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.858, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.24m (33.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $7,000, Total Project Cost: $33,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14227000151338, Location: 5.85 MI S OF US 183 (Lat: 30.260936, Lng: -97.736225), Route carried "on" structure: Interstate 35, Year Built: 1962, Status: Open, Structure Length: 10.24m (33.60ft), Average Daily Traffic: 129,685 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 101,740 (year 2036), Design Load: HS 20, Features Intersected: CESAR CHAVEZ (E 1ST ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.858, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.24m (33.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $7,000, Total Project Cost: $33,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513384, Location: US290/IH35 INTERCHANGE (Lat: 30.322050, Lng: -97.706767), Route carried "on" structure: Interstate 35, Year Built: 1980, Status: Open, Structure Length: 19.81m (64.99ft), Average Daily Traffic: 100,934 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 129,820 (year 2033), Design Load: HS 20, Features Intersected: US 290
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 35.177, Lanes on structure: 4, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270001513384, Location: US290/IH35 INTERCHANGE (Lat: 30.322050, Lng: -97.706767), Route carried "on" structure: Interstate 35, Year Built: 1980, Status: Open, Structure Length: 19.81m (64.99ft), Average Daily Traffic: 100,934 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 129,820 (year 2033), Design Load: HS 20, Features Intersected: US 290
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 35.177, Lanes on structure: 4, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513385, Location: US290/IH35 INTERCHANGE (Lat: 30.322039, Lng: -97.706850), Route carried "on" structure: Interstate 35, Year Built: 1980, Status: Open, Structure Length: 19.81m (64.99ft), Average Daily Traffic: 92,916 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 129,820 (year 2033), Design Load: HS 20, Features Intersected: US 290
Minimum Vertical Clearance: 6.71m (22.01ft), Kilometerpoint: 35.177, Lanes on structure: 4, Lanes under structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 20.3m (66.6ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270001513385, Location: US290/IH35 INTERCHANGE (Lat: 30.322039, Lng: -97.706850), Route carried "on" structure: Interstate 35, Year Built: 1980, Status: Open, Structure Length: 19.81m (64.99ft), Average Daily Traffic: 92,916 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 129,820 (year 2033), Design Load: HS 20, Features Intersected: US 290
Minimum Vertical Clearance: 6.71m (22.01ft), Kilometerpoint: 35.177, Lanes on structure: 4, Lanes under structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 20.3m (66.6ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513386, Location: US290/IH35 INTERCHANGE (Lat: 30.321175, Lng: -97.707261), Route carried "on" structure: Ramp Interstate 35, Year Built: 1980, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 18,540 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 25,960 (year 2033), Design Load: HS 20, Features Intersected: US 290 EB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.177, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.3m (27.2ft)
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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.13m (23.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270001513386, Location: US290/IH35 INTERCHANGE (Lat: 30.321175, Lng: -97.707261), Route carried "on" structure: Ramp Interstate 35, Year Built: 1980, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 18,540 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 25,960 (year 2033), Design Load: HS 20, Features Intersected: US 290 EB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.177, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.3m (27.2ft)
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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.13m (23.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513387, Location: US290/IH35 INTERCHANGE (Lat: 30.322108, Lng: -97.706386), Route carried "on" structure: ServiceInterstate 35, Year Built: 1980, Year Reconstructed: 2002, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 23,030 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 32,240 (year 2033), Design Load: HS 20, Features Intersected: US 290
Minimum Vertical Clearance: 12.95m (42.49ft), Kilometerpoint: 35.277, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.9m (62.0ft)
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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.35m (24.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270001513387, Location: US290/IH35 INTERCHANGE (Lat: 30.322108, Lng: -97.706386), Route carried "on" structure: ServiceInterstate 35, Year Built: 1980, Year Reconstructed: 2002, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 23,030 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 32,240 (year 2033), Design Load: HS 20, Features Intersected: US 290
Minimum Vertical Clearance: 12.95m (42.49ft), Kilometerpoint: 35.277, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.9m (62.0ft)
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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.35m (24.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $4,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513388, Location: US290/IH35 INTERCHANGE (Lat: 30.321875, Lng: -97.707536), Route carried "on" structure: ServiceInterstate 35, Year Built: 1980, Year Reconstructed: 2002, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 19,940 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 27,920 (year 2033), Design Load: HS 20, Features Intersected: US 290 / SPUR 69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.277, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.56m (24.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $42,000, Total Project Cost: $211,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270001513388, Location: US290/IH35 INTERCHANGE (Lat: 30.321875, Lng: -97.707536), Route carried "on" structure: ServiceInterstate 35, Year Built: 1980, Year Reconstructed: 2002, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 19,940 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 27,920 (year 2033), Design Load: HS 20, Features Intersected: US 290 / SPUR 69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.277, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.56m (24.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $42,000, Total Project Cost: $211,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513389, Location: 0.2 MI N OF IH35 / US290E (Lat: 30.326692, Lng: -97.706603), Route carried "on" structure: Ramp Interstate 35, Year Built: 1980, Status: Open, Structure Length: 21.31m (69.91ft), Average Daily Traffic: 17,432 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 26,560 (year 2033), Design Load: HS 20, Features Intersected: IH 35 SB ENTRANCE RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.678, Lanes on structure: 1, Lanes under structure: 1, 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: 8, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270001513389, Location: 0.2 MI N OF IH35 / US290E (Lat: 30.326692, Lng: -97.706603), Route carried "on" structure: Ramp Interstate 35, Year Built: 1980, Status: Open, Structure Length: 21.31m (69.91ft), Average Daily Traffic: 17,432 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 26,560 (year 2033), Design Load: HS 20, Features Intersected: IH 35 SB ENTRANCE RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.678, Lanes on structure: 1, Lanes under structure: 1, 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: 8, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513391, Location: 6.65 MI S OF US 183 (Lat: 30.252514, Lng: -97.736647), Route carried "on" structure: ServiceInterstate 35, Year Built: 1982, Status: Open, Structure Length: 41.27m (135.40ft), Average Daily Traffic: 18,270 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 25,590 (year 2036), Design Load: HS 20, Features Intersected: COLORADO RI/LADY BIRD LK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.495, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 9, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 41.27m (135.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: March 2019, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $35,000, Total Project Cost: $173,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270001513391, Location: 6.65 MI S OF US 183 (Lat: 30.252514, Lng: -97.736647), Route carried "on" structure: ServiceInterstate 35, Year Built: 1982, Status: Open, Structure Length: 41.27m (135.40ft), Average Daily Traffic: 18,270 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 25,590 (year 2036), Design Load: HS 20, Features Intersected: COLORADO RI/LADY BIRD LK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.495, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 9, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 41.27m (135.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: March 2019, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $35,000, Total Project Cost: $173,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513392, Location: 6.65 MI S OF US 183 (Lat: 30.250758, Lng: -97.736331), Route carried "on" structure: ServiceInterstate 35, Year Built: 1982, Status: Open, Structure Length: 33.10m (108.60ft), Average Daily Traffic: 18,834 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 26,360 (year 2036), Design Load: HS 20, Features Intersected: COLORADO RI/LADY BIRD LK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.564, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 33.10m (108.60ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: March 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270001513392, Location: 6.65 MI S OF US 183 (Lat: 30.250758, Lng: -97.736331), Route carried "on" structure: ServiceInterstate 35, Year Built: 1982, Status: Open, Structure Length: 33.10m (108.60ft), Average Daily Traffic: 18,834 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 26,360 (year 2036), Design Load: HS 20, Features Intersected: COLORADO RI/LADY BIRD LK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.564, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 33.10m (108.60ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: March 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513404, Location: 5.60 MI S OF US 290 (Lat: 30.247914, Lng: -97.735644), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 35,000 (year 2016), Average Future Daily Traffic: 40,000 (year 2033), Design Load: HS 20, Features Intersected: IH 35, Facility Carried by Structure: RIVERSIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 27.5m (90.2ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.16m (20.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $8,000, Total Project Cost: $39,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270001513404, Location: 5.60 MI S OF US 290 (Lat: 30.247914, Lng: -97.735644), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 35,000 (year 2016), Average Future Daily Traffic: 40,000 (year 2033), Design Load: HS 20, Features Intersected: IH 35, Facility Carried by Structure: RIVERSIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 27.5m (90.2ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.16m (20.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $8,000, Total Project Cost: $39,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513407, Location: 2.2 MI S OF FM 734 (Lat: 30.377114, Lng: -97.675986), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 8,870 (year 2011), Average Future Daily Traffic: 12,000 (year 2031), Design Load: HS 20, Features Intersected: IH 35 ML, Facility Carried by Structure: BRAKER LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270001513407, Location: 2.2 MI S OF FM 734 (Lat: 30.377114, Lng: -97.675986), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 8,870 (year 2011), Average Future Daily Traffic: 12,000 (year 2031), Design Load: HS 20, Features Intersected: IH 35 ML, Facility Carried by Structure: BRAKER LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513411, Location: 2.3 MI S OF WELLS BRANCH (Lat: 30.407903, Lng: -97.674550), Route carried "on" structure: State highway 734, Year Built: 1988, Year Reconstructed: 2020, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 51,650 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 72,310 (year 2036), Design Load: HS 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.303, Lanes on structure: 8, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 34.7m (113.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 142270001513411, Location: 2.3 MI S OF WELLS BRANCH (Lat: 30.407903, Lng: -97.674550), Route carried "on" structure: State highway 734, Year Built: 1988, Year Reconstructed: 2020, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 51,650 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 72,310 (year 2036), Design Load: HS 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.303, Lanes on structure: 8, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 34.7m (113.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 142270001513415, Location: 1.15 MI N OF FM 734 (Lat: 30.424489, Lng: -97.671403), Route carried "on" structure: Interstate 35, Year Built: 1990, Year Reconstructed: 2001, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 116,554 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 199,580 (year 2033), Design Load: HS 20, Features Intersected: HOWARD LN / DESSAU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.519, Lanes on structure: 8, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.9m (140.7ft)
Condition: Deck: Very 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270001513415, Location: 1.15 MI N OF FM 734 (Lat: 30.424489, Lng: -97.671403), Route carried "on" structure: Interstate 35, Year Built: 1990, Year Reconstructed: 2001, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 116,554 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 199,580 (year 2033), Design Load: HS 20, Features Intersected: HOWARD LN / DESSAU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.519, Lanes on structure: 8, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.9m (140.7ft)
Condition: Deck: Very 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513425, Location: 3.80 MI S OF SH 71 (Lat: 30.167036, Lng: -97.786094), Route carried "on" structure: Interstate 35, Year Built: 1990, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 115,585 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 160,480 (year 2036), Design Load: HS 20, Features Intersected: SLAUGHTER LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.087, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 42.5m (139.4ft), Out-to-Out Width: 44.2m (145.0ft)
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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142270001513425, Location: 3.80 MI S OF SH 71 (Lat: 30.167036, Lng: -97.786094), Route carried "on" structure: Interstate 35, Year Built: 1990, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 115,585 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 160,480 (year 2036), Design Load: HS 20, Features Intersected: SLAUGHTER LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.087, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 42.5m (139.4ft), Out-to-Out Width: 44.2m (145.0ft)
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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513426, Location: 0.15 MI S OF SLAUGHTER LN (Lat: 30.167031, Lng: -97.785028), Route carried "on" structure: ServiceInterstate 35, Year Built: 1990, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 52,130 (year 2009), Truck Traffic: 16%, Average Future Daily Traffic: 77,830 (year 2031), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.087, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 142270001513426, Location: 0.15 MI S OF SLAUGHTER LN (Lat: 30.167031, Lng: -97.785028), Route carried "on" structure: ServiceInterstate 35, Year Built: 1990, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 52,130 (year 2009), Truck Traffic: 16%, Average Future Daily Traffic: 77,830 (year 2031), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.087, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 142270001513427, Location: IH35/SLAUGHTER LN INT (Lat: 30.167069, Lng: -97.786758), Route carried "on" structure: ServiceInterstate 35, Year Built: 1990, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 6,640 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 9,300 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.118, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 142270001513427, Location: IH35/SLAUGHTER LN INT (Lat: 30.167069, Lng: -97.786758), Route carried "on" structure: ServiceInterstate 35, Year Built: 1990, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 6,640 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 9,300 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.118, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 142270001513446, Location: US290/IH35 INTERCHANGE (Lat: 30.321931, Lng: -97.707603), Route carried "on" structure: ServiceUS 290, Year Built: 2002, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 54,570 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 93,860 (year 2031), Design Load: HS 20, Features Intersected: US 290 / SPUR 69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.719, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), 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 rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 142270001513446, Location: US290/IH35 INTERCHANGE (Lat: 30.321931, Lng: -97.707603), Route carried "on" structure: ServiceUS 290, Year Built: 2002, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 54,570 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 93,860 (year 2031), Design Load: HS 20, Features Intersected: US 290 / SPUR 69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.719, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), 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 rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 142270001513447, Location: US290/IH35 INTERCHANGE (Lat: 30.322056, Lng: -97.706078), Route carried "on" structure: ServiceUS 290, Year Built: 2002, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 28,780 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 28,780 (year 2031), Design Load: HS 20, Features Intersected: US 290
Minimum Vertical Clearance: 12.40m (40.68ft), Kilometerpoint: 35.190, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 142270001513447, Location: US290/IH35 INTERCHANGE (Lat: 30.322056, Lng: -97.706078), Route carried "on" structure: ServiceUS 290, Year Built: 2002, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 28,780 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 28,780 (year 2031), Design Load: HS 20, Features Intersected: US 290
Minimum Vertical Clearance: 12.40m (40.68ft), Kilometerpoint: 35.190, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 142270001513449, Location: US290;IH35 INTERCHANGE (Lat: 30.325236, Lng: -97.706764), Route carried "on" structure: Ramp Interstate 35, Year Built: 2002, Status: Open, Structure Length: 94.70m (310.70ft), Average Daily Traffic: 21,870 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 34,900 (year 2035), Design Load: HS 20, Features Intersected: US290; IH35 INTERCHANGE
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 35.930, Lanes on structure: 1, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 26, Length of Maximum Span: 73.8m (242.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2021, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 142270001513449, Location: US290;IH35 INTERCHANGE (Lat: 30.325236, Lng: -97.706764), Route carried "on" structure: Ramp Interstate 35, Year Built: 2002, Status: Open, Structure Length: 94.70m (310.70ft), Average Daily Traffic: 21,870 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 34,900 (year 2035), Design Load: HS 20, Features Intersected: US290; IH35 INTERCHANGE
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 35.930, Lanes on structure: 1, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 26, Length of Maximum Span: 73.8m (242.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2021, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14227000151345, Location: US290/IH35 INTERCHANGE (Lat: 30.322458, Lng: -97.703536), Route carried "on" structure: Ramp Interstate 35, Year Built: 2002, Status: Open, Structure Length: 81.53m (267.49ft), Average Daily Traffic: 100,000 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 150,000 (year 2035), Design Load: HS 20, Features Intersected: US290/IH35 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.196, Lanes on structure: 1, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 15, Length of Maximum Span: 80.8m (265.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2021, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14227000151345, Location: US290/IH35 INTERCHANGE (Lat: 30.322458, Lng: -97.703536), Route carried "on" structure: Ramp Interstate 35, Year Built: 2002, Status: Open, Structure Length: 81.53m (267.49ft), Average Daily Traffic: 100,000 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 150,000 (year 2035), Design Load: HS 20, Features Intersected: US290/IH35 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.196, Lanes on structure: 1, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 15, Length of Maximum Span: 80.8m (265.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2021, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142270001513451, Location: US290/IH35 INTERCHANGE (Lat: 30.320211, Lng: -97.706678), Route carried "on" structure: Ramp Interstate 35, Year Built: 2002, Status: Open, Structure Length: 26.82m (87.99ft), Average Daily Traffic: 21,760 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 32,220 (year 2035), Design Load: HS 20, Features Intersected: IH 35 NB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.316, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 70.1m (230.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: 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: September 2021, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 142270001513451, Location: US290/IH35 INTERCHANGE (Lat: 30.320211, Lng: -97.706678), Route carried "on" structure: Ramp Interstate 35, Year Built: 2002, Status: Open, Structure Length: 26.82m (87.99ft), Average Daily Traffic: 21,760 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 32,220 (year 2035), Design Load: HS 20, Features Intersected: IH 35 NB FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.316, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 70.1m (230.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: 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: September 2021, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142270001513452, Location: US290/IH35 INTERCHANGE (Lat: 30.320586, Lng: -97.711069), Route carried "on" structure: Ramp Interstate 35, Year Built: 2002, Status: Open, Structure Length: 60.81m (199.51ft), Average Daily Traffic: 5,001 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 10,000 (year 2035), Design Load: HS 20, Features Intersected: AIRPORT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.082, Lanes on structure: 1, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 12, Length of Maximum Span: 57.9m (190.0ft), 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 rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 142270001513452, Location: US290/IH35 INTERCHANGE (Lat: 30.320586, Lng: -97.711069), Route carried "on" structure: Ramp Interstate 35, Year Built: 2002, Status: Open, Structure Length: 60.81m (199.51ft), Average Daily Traffic: 5,001 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 10,000 (year 2035), Design Load: HS 20, Features Intersected: AIRPORT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.082, Lanes on structure: 1, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 12, Length of Maximum Span: 57.9m (190.0ft), 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 rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142270001513453, Location: IH 35/SH 71 INTERCHANGE (Lat: 30.215758, Lng: -97.751750), Route carried "on" structure: Interstate 35, Year Built: 2004, Status: Open, Structure Length: 25.60m (83.99ft), Average Daily Traffic: 76,616 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 77,320 (year 2036), Design Load: HS 20, Features Intersected: SH 71
Minimum Vertical Clearance: 6.00m (19.69ft), Kilometerpoint: 22.371, Lanes on structure: 4, Lanes under structure: 16, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 142270001513453, Location: IH 35/SH 71 INTERCHANGE (Lat: 30.215758, Lng: -97.751750), Route carried "on" structure: Interstate 35, Year Built: 2004, Status: Open, Structure Length: 25.60m (83.99ft), Average Daily Traffic: 76,616 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 77,320 (year 2036), Design Load: HS 20, Features Intersected: SH 71
Minimum Vertical Clearance: 6.00m (19.69ft), Kilometerpoint: 22.371, Lanes on structure: 4, Lanes under structure: 16, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2021, Deck Structure Type: Concrete Precast Panels