Bridge Statistics for Buda, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 37Number of bridges
- 361ft / 110mTotal length
- $112,000Total costs
- 1,117,280Total average daily traffic
- 128,996Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Buda
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 11950-1959
- 11960-1969
- 41990-1999
- 102000-2009
- 192010-2019
- Reconstructed bridges - Historical Statistics
- 31980-1989
- 01990-1999
- 22000-2009
- 02010-2019
- 22020-2022
- Bridge Condition - Deck
- 9.1%Very good
- 90.9%Good
- Bridge Condition - Superstructure
- 18.2%Very good
- 72.7%Good
- 9.1%Satisfactory
- Bridge Condition - Substructure
- 9.1%Very good
- 90.9%Good
- Bridge Condition - Channel
- 9.5%Very good
- 57.1%Good
- 28.6%Satisfactory
- 4.8%Fair
- Bridge Condition - Culverts
- 94.4%Good
- 5.6%Satisfactory
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Structure Number: 141060001602007, Location: 0.7 MI S OF LP 4 (Lat: 30.079286, Lng: -97.823972), Route carried "on" structure: State highway 2001, Year Built: 2005, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 4,600 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 6,640 (year 2035), Design Load: HS 20, Features Intersected: IH 35 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), 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: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 141060001602007, Location: 0.7 MI S OF LP 4 (Lat: 30.079286, Lng: -97.823972), Route carried "on" structure: State highway 2001, Year Built: 2005, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 4,600 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 6,640 (year 2035), Design Load: HS 20, Features Intersected: IH 35 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), 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: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 141060001602008, Location: 0.7 MI S OF LOOP 4 (Lat: 30.079339, Lng: -97.823564), Route carried "on" structure: Ramp State highway 2001, Year Built: 2005, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 7,220 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 11,480 (year 2035), Design Load: HS 20, Features Intersected: IH 35 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 141060001602008, Location: 0.7 MI S OF LOOP 4 (Lat: 30.079339, Lng: -97.823564), Route carried "on" structure: Ramp State highway 2001, Year Built: 2005, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 7,220 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 11,480 (year 2035), Design Load: HS 20, Features Intersected: IH 35 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 141060001602102, Location: 1.2 MI N OF LOOP 4 (Lat: 30.055356, Lng: -97.835783), Route carried "on" structure: Interstate 35, Year Built: 1961, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 111,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 159,530 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.920, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 47.0m (154.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 141060001602102, Location: 1.2 MI N OF LOOP 4 (Lat: 30.055356, Lng: -97.835783), Route carried "on" structure: Interstate 35, Year Built: 1961, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 111,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 159,530 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.920, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 47.0m (154.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 141060001602432, Location: 2.3 MI S OF MAIN ST (Lat: 30.058806, Lng: -97.834358), Route carried "on" structure: County highway 132, Year Built: 2011, Year Reconstructed: 2014, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 700 (year 2009), Average Future Daily Traffic: 1,200 (year 2029), Design Load: HL 93, Features Intersected: IH 35 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 30.1m (98.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 141060001602432, Location: 2.3 MI S OF MAIN ST (Lat: 30.058806, Lng: -97.834358), Route carried "on" structure: County highway 132, Year Built: 2011, Year Reconstructed: 2014, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 700 (year 2009), Average Future Daily Traffic: 1,200 (year 2029), Design Load: HL 93, Features Intersected: IH 35 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 30.1m (98.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 141060001602434, Location: 2.4 MI S OF MAIN ST (Lat: 30.056503, Lng: -97.835789), Route carried "on" structure: ServiceInterstate 35, Year Built: 2011, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 5,930 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 8,300 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.960, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 141060001602434, Location: 2.4 MI S OF MAIN ST (Lat: 30.056503, Lng: -97.835789), Route carried "on" structure: ServiceInterstate 35, Year Built: 2011, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 5,930 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 8,300 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.960, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 141060001602437, Location: 0.7 MI N OF FM 2001 (Lat: 30.089236, Lng: -97.818842), Route carried "on" structure: Interstate 35, Year Built: 2011, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 65,371 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 78,260 (year 2033), Design Load: HL 93, Features Intersected: N MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.923, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 141060001602437, Location: 0.7 MI N OF FM 2001 (Lat: 30.089236, Lng: -97.818842), Route carried "on" structure: Interstate 35, Year Built: 2011, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 65,371 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 78,260 (year 2033), Design Load: HL 93, Features Intersected: N MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.923, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 141060001602438, Location: 0.7 MI N OF FM 2001 (Lat: 30.088375, Lng: -97.818706), Route carried "on" structure: Interstate 35, Year Built: 2011, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 74,611 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 78,260 (year 2033), Design Load: HL 93, Features Intersected: N MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.923, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 141060001602438, Location: 0.7 MI N OF FM 2001 (Lat: 30.088375, Lng: -97.818706), Route carried "on" structure: Interstate 35, Year Built: 2011, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 74,611 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 78,260 (year 2033), Design Load: HL 93, Features Intersected: N MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.923, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 141060001602443, Location: 0.74 MI S OF LP 4 (Lat: 30.079039, Lng: -97.823747), Route carried "on" structure: Ramp Interstate 35, Year Built: 2015, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 2,860 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 4,000 (year 2031), Design Load: HL 93, Features Intersected: IH 35 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.077, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 141060001602443, Location: 0.74 MI S OF LP 4 (Lat: 30.079039, Lng: -97.823747), Route carried "on" structure: Ramp Interstate 35, Year Built: 2015, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 2,860 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 4,000 (year 2031), Design Load: HL 93, Features Intersected: IH 35 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.077, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 141060001602444, Location: 1.53 MI S OF FM 2001 (Lat: 30.059072, Lng: -97.834203), Route carried "on" structure: Ramp Interstate 35, Year Built: 2015, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 2,860 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 4,000 (year 2031), Design Load: HL 93, Features Intersected: IH 35 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.896, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 141060001602444, Location: 1.53 MI S OF FM 2001 (Lat: 30.059072, Lng: -97.834203), Route carried "on" structure: Ramp Interstate 35, Year Built: 2015, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 2,860 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 4,000 (year 2031), Design Load: HL 93, Features Intersected: IH 35 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.896, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 141060001602445, Location: 1.55 MI S OF FM 2001 (Lat: 30.058528, Lng: -97.833875), Route carried "on" structure: Ramp Interstate 35, Year Built: 2015, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 2,860 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 4,000 (year 2031), Design Load: HL 93, Features Intersected: IH 35 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.877, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 141060001602445, Location: 1.55 MI S OF FM 2001 (Lat: 30.058528, Lng: -97.833875), Route carried "on" structure: Ramp Interstate 35, Year Built: 2015, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 2,860 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 4,000 (year 2031), Design Load: HL 93, Features Intersected: IH 35 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.877, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 141060153901003, Location: 0.1 MI N OF FM 967 (Lat: 30.098942, Lng: -97.874808), Route carried "on" structure: State highway 1626, Year Built: 1991, Year Reconstructed: 2013, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 570 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 910 (year 2030), Design Load: HS 20, Features Intersected: GARLIC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.948, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 34.3m (112.5ft)
Condition: Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 141060153901003, Location: 0.1 MI N OF FM 967 (Lat: 30.098942, Lng: -97.874808), Route carried "on" structure: State highway 1626, Year Built: 1991, Year Reconstructed: 2013, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 570 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 910 (year 2030), Design Load: HS 20, Features Intersected: GARLIC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.948, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 34.3m (112.5ft)
Condition: Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 141060153901004, Location: 2.0 MI S OF FM 967 (Lat: 30.068131, Lng: -97.873961), Route carried "on" structure: State highway 1626, Year Built: 1991, Year Reconstructed: 2020, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 15,717 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 18,740 (year 2033), Design Load: HS 20, Features Intersected: ONION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.112, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.6m (74.1ft)
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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 141060153901004, Location: 2.0 MI S OF FM 967 (Lat: 30.068131, Lng: -97.873961), Route carried "on" structure: State highway 1626, Year Built: 1991, Year Reconstructed: 2020, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 15,717 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 18,740 (year 2033), Design Load: HS 20, Features Intersected: ONION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.112, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.6m (74.1ft)
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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 141060177601005, Location: 1.7 MI E OF FM 1626 (Lat: 30.099097, Lng: -97.848331), Route carried "on" structure: State highway 967, Year Built: 1956, Year Reconstructed: 1987, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 23,292 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 30,745 (year 2039), Features Intersected: LEBANSKI BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.287, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $15,000, Total Project Cost: $74,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 141060177601005, Location: 1.7 MI E OF FM 1626 (Lat: 30.099097, Lng: -97.848331), Route carried "on" structure: State highway 967, Year Built: 1956, Year Reconstructed: 1987, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 23,292 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 30,745 (year 2039), Features Intersected: LEBANSKI BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.287, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $15,000, Total Project Cost: $74,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 141060177601007, Location: 0.1 MI E OF FM 1626 (Lat: 30.098722, Lng: -97.872942), Route carried "on" structure: State highway 967, Year Built: 1991, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 15,306 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 22,595 (year 2039), Design Load: HS 20, Features Intersected: GARLIC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.571, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 141060177601007, Location: 0.1 MI E OF FM 1626 (Lat: 30.098722, Lng: -97.872942), Route carried "on" structure: State highway 967, Year Built: 1991, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 15,306 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 22,595 (year 2039), Design Load: HS 20, Features Intersected: GARLIC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.571, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 141060177601011, Location: 2.8 MI E OF FM 1626 (Lat: 30.085833, Lng: -97.848053), Route carried "on" structure: State highway 967, Year Built: 2005, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 19,565 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 15,870 (year 2033), Design Load: HS 20, Features Intersected: ONION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.906, Lanes on structure: 3, 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: 5, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.19m (39.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $8,000, Total Project Cost: $38,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 141060177601011, Location: 2.8 MI E OF FM 1626 (Lat: 30.085833, Lng: -97.848053), Route carried "on" structure: State highway 967, Year Built: 2005, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 19,565 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 15,870 (year 2033), Design Load: HS 20, Features Intersected: ONION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.906, Lanes on structure: 3, 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: 5, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.19m (39.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $8,000, Total Project Cost: $38,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 141060177601101, Location: 1.1 MI E OF FM 1626 (Lat: 30.100767, Lng: -97.856575), Route carried "on" structure: State highway 976, Year Built: 2016, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 23,292 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 19,300 (year 2033), Design Load: HL 93, Features Intersected: GARLIC CREEK TRIB #1, Facility Carried by Structure: RM 967
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.390, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 141060177601101, Location: 1.1 MI E OF FM 1626 (Lat: 30.100767, Lng: -97.856575), Route carried "on" structure: State highway 976, Year Built: 2016, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 23,292 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 19,300 (year 2033), Design Load: HL 93, Features Intersected: GARLIC CREEK TRIB #1, Facility Carried by Structure: RM 967
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.390, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 141060AA0040001, Location: 0.8 MI SE OF IH 35 (Lat: 30.083361, Lng: -97.810961), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 1,265 (year 2020), Average Future Daily Traffic: 200 (year 2033), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: AURA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 141060AA0040001, Location: 0.8 MI SE OF IH 35 (Lat: 30.083361, Lng: -97.810961), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 1,265 (year 2020), Average Future Daily Traffic: 200 (year 2033), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: AURA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 141060AA0091001, Location: 0.5 MI E OF IH 35 (Lat: 30.088650, Lng: -97.810658), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 100 (year 2016), Average Future Daily Traffic: 200 (year 2033), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 141060AA0091001, Location: 0.5 MI E OF IH 35 (Lat: 30.088650, Lng: -97.810658), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 100 (year 2016), Average Future Daily Traffic: 200 (year 2033), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 141060AA0132001, Location: 0.10 MI W OF IH 35 (Lat: 30.059458, Lng: -97.835164), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 700 (year 2010), Average Future Daily Traffic: 1,200 (year 2032), Features Intersected: DRAINAGE CHANNEL, Facility Carried by Structure: ROBERT LIGHT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 141060AA0132001, Location: 0.10 MI W OF IH 35 (Lat: 30.059458, Lng: -97.835164), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 700 (year 2010), Average Future Daily Traffic: 1,200 (year 2032), Features Intersected: DRAINAGE CHANNEL, Facility Carried by Structure: ROBERT LIGHT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 141060AA0133001, Location: 0.10 MI E OF IH 35 (Lat: 30.058619, Lng: -97.832850), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 700 (year 2010), Average Future Daily Traffic: 1,200 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE CHANNEL, Facility Carried by Structure: HILLSIDE TERRACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 141060AA0133001, Location: 0.10 MI E OF IH 35 (Lat: 30.058619, Lng: -97.832850), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 700 (year 2010), Average Future Daily Traffic: 1,200 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE CHANNEL, Facility Carried by Structure: HILLSIDE TERRACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 141060AA0139001, Location: 0.3 MI E OF IH 35 (Lat: 30.094558, Lng: -97.810658), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 100 (year 2016), Average Future Daily Traffic: 200 (year 2033), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TURNERSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 141060AA0139001, Location: 0.3 MI E OF IH 35 (Lat: 30.094558, Lng: -97.810658), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 100 (year 2016), Average Future Daily Traffic: 200 (year 2033), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TURNERSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 141060AA1181001, Location: 0.03 MI N OF WHITE WING (Lat: 30.073942, Lng: -97.814228), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2014), Average Future Daily Traffic: 1,200 (year 2034), Features Intersected: BRUSHY CREEK, Facility Carried by Structure: SUN BRIGHT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.568, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 141060AA1181001, Location: 0.03 MI N OF WHITE WING (Lat: 30.073942, Lng: -97.814228), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2014), Average Future Daily Traffic: 1,200 (year 2034), Features Intersected: BRUSHY CREEK, Facility Carried by Structure: SUN BRIGHT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.568, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 141060AA9060001, Location: 0.25 Mi W of FM 1626 (Lat: 30.104508, Lng: -97.879167), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 100 (year 2038), Design Load: HS 20, Features Intersected: Garlic Creek, Facility Carried by Structure: MAYBROOK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 141060AA9060001, Location: 0.25 Mi W of FM 1626 (Lat: 30.104508, Lng: -97.879167), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 100 (year 2038), Design Load: HS 20, Features Intersected: Garlic Creek, Facility Carried by Structure: MAYBROOK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 141060AA9828001, Location: 0.03 MI S OF Clear Water (Lat: 30.060011, Lng: -97.841064), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2038), Features Intersected: Draw, Facility Carried by Structure: Blossom Valley Str
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 141060AA9828001, Location: 0.03 MI S OF Clear Water (Lat: 30.060011, Lng: -97.841064), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2038), Features Intersected: Draw, Facility Carried by Structure: Blossom Valley Str
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 141060D00090001, Location: 0.95 MI W OF IH 35 WFR (Lat: 30.086758, Lng: -97.834600), Route carried "on" structure: City street , Year Built: 1945, Year Reconstructed: 1987, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 12,100 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 24,120 (year 2034), Design Load: H 15, Features Intersected: DRAW, Facility Carried by Structure: N MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 141060D00090001, Location: 0.95 MI W OF IH 35 WFR (Lat: 30.086758, Lng: -97.834600), Route carried "on" structure: City street , Year Built: 1945, Year Reconstructed: 1987, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 12,100 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 24,120 (year 2034), Design Load: H 15, Features Intersected: DRAW, Facility Carried by Structure: N MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 141060D00090002, Location: 1.16 Mi W of IH 35 WFR (Lat: 30.085767, Lng: -97.838186), Route carried "on" structure: City street , Year Built: 2004, Year Reconstructed: 2020, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 15,000 (year 2038), Design Load: HS 20, Features Intersected: Draw, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 35.0m (114.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 141060D00090002, Location: 1.16 Mi W of IH 35 WFR (Lat: 30.085767, Lng: -97.838186), Route carried "on" structure: City street , Year Built: 2004, Year Reconstructed: 2020, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 15,000 (year 2038), Design Load: HS 20, Features Intersected: Draw, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 35.0m (114.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 141060D03279001, Location: 0.31 Mi W of IH 35 FR (Lat: 30.077200, Lng: -97.830722), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,500 (year 2038), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: W GOFORTH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 141060D03279001, Location: 0.31 Mi W of IH 35 FR (Lat: 30.077200, Lng: -97.830722), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,500 (year 2038), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: W GOFORTH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 141060D05623001, Location: 0.03 MI S OF FM 967 (Lat: 30.100286, Lng: -97.851789), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 200 (year 2018), Average Future Daily Traffic: 300 (year 2038), Features Intersected: DRAIN, Facility Carried by Structure: CULLEN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.8m (12.5ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 141060D05623001, Location: 0.03 MI S OF FM 967 (Lat: 30.100286, Lng: -97.851789), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 200 (year 2018), Average Future Daily Traffic: 300 (year 2038), Features Intersected: DRAIN, Facility Carried by Structure: CULLEN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.8m (12.5ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 142270AA0140001, Location: 1.00 MI E OF HAYS CO LN (Lat: 30.093858, Lng: -97.791992), Route carried "on" structure: County highway , Year Built: 1940, Year Reconstructed: 1987, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 929 (year 2020), Average Future Daily Traffic: 425 (year 2027), Features Intersected: RINARD CREEK TRIB, Facility Carried by Structure: TURNERSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 142270AA0140001, Location: 1.00 MI E OF HAYS CO LN (Lat: 30.093858, Lng: -97.791992), Route carried "on" structure: County highway , Year Built: 1940, Year Reconstructed: 1987, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 929 (year 2020), Average Future Daily Traffic: 425 (year 2027), Features Intersected: RINARD CREEK TRIB, Facility Carried by Structure: TURNERSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 141060001602007, Location: 0.7 MI S OF LP 4 (Lat: 30.079286, Lng: -97.823972), Route carried "under" structure: Interstate 35, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 111,800 (year 2013), Truck Traffic: 12%, Features Intersected: IH 35 ML, Facility Carried by Structure: FM 2001
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 36.801, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 141060001602007, Location: 0.7 MI S OF LP 4 (Lat: 30.079286, Lng: -97.823972), Route carried "under" structure: Interstate 35, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 111,800 (year 2013), Truck Traffic: 12%, Features Intersected: IH 35 ML, Facility Carried by Structure: FM 2001
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 36.801, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 141060001602008, Location: 0.7 MI S OF LOOP 4 (Lat: 30.079339, Lng: -97.823564), Route carried "under" structure: Interstate 35, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 111,800 (year 2013), Truck Traffic: 12%, Features Intersected: IH 35 ML
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 36.825, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 141060001602008, Location: 0.7 MI S OF LOOP 4 (Lat: 30.079339, Lng: -97.823564), Route carried "under" structure: Interstate 35, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 111,800 (year 2013), Truck Traffic: 12%, Features Intersected: IH 35 ML
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 36.825, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 141060001602432, Location: 2.3 MI S OF MAIN ST (Lat: 30.058806, Lng: -97.834358), Route carried "under" structure: Interstate 35, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 113,950 (year 2013), Truck Traffic: 12%, Features Intersected: IH 35 ML, Facility Carried by Structure: CR 132 / CR 133
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 34.211, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.2m (99.1ft)
Structure Number: 141060001602432, Location: 2.3 MI S OF MAIN ST (Lat: 30.058806, Lng: -97.834358), Route carried "under" structure: Interstate 35, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 113,950 (year 2013), Truck Traffic: 12%, Features Intersected: IH 35 ML, Facility Carried by Structure: CR 132 / CR 133
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 34.211, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.2m (99.1ft)
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Structure Number: 141060001602437, Location: 0.7 MI N OF FM 2001 (Lat: 30.089236, Lng: -97.818842), Route carried "under" structure: City street , Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 9,100 (year 2015), Truck Traffic: 8%, Features Intersected: N MAIN ST, Facility Carried by Structure: IH 35 SB ML
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 16.113, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 141060001602437, Location: 0.7 MI N OF FM 2001 (Lat: 30.089236, Lng: -97.818842), Route carried "under" structure: City street , Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 9,100 (year 2015), Truck Traffic: 8%, Features Intersected: N MAIN ST, Facility Carried by Structure: IH 35 SB ML
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 16.113, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 141060001602438, Location: 0.7 MI N OF FM 2001 (Lat: 30.088375, Lng: -97.818706), Route carried "under" structure: City street , Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 9,100 (year 2015), Truck Traffic: 8%, Features Intersected: N MAIN ST, Facility Carried by Structure: IH 35 NB ML
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 16.113, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 141060001602438, Location: 0.7 MI N OF FM 2001 (Lat: 30.088375, Lng: -97.818706), Route carried "under" structure: City street , Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 9,100 (year 2015), Truck Traffic: 8%, Features Intersected: N MAIN ST, Facility Carried by Structure: IH 35 NB ML
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 16.113, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 141060001602443, Location: 0.74 MI S OF LP 4 (Lat: 30.079039, Lng: -97.823747), Route carried "under" structure: Interstate 35, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 119,144 (year 2013), Truck Traffic: 14%, Features Intersected: IH 35 ML
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 36.373, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.8m (101.0ft)
Structure Number: 141060001602443, Location: 0.74 MI S OF LP 4 (Lat: 30.079039, Lng: -97.823747), Route carried "under" structure: Interstate 35, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 119,144 (year 2013), Truck Traffic: 14%, Features Intersected: IH 35 ML
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 36.373, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.8m (101.0ft)
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Structure Number: 141060001602444, Location: 1.53 MI S OF FM 2001 (Lat: 30.059072, Lng: -97.834203), Route carried "under" structure: Interstate 35, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 119,144 (year 2013), Truck Traffic: 14%, Features Intersected: IH 35 ML
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 33.898, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.2m (99.1ft)
Structure Number: 141060001602444, Location: 1.53 MI S OF FM 2001 (Lat: 30.059072, Lng: -97.834203), Route carried "under" structure: Interstate 35, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 119,144 (year 2013), Truck Traffic: 14%, Features Intersected: IH 35 ML
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 33.898, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.2m (99.1ft)
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Structure Number: 141060001602445, Location: 1.55 MI S OF FM 2001 (Lat: 30.058528, Lng: -97.833875), Route carried "under" structure: Interstate 35, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 119,144 (year 2013), Truck Traffic: 14%, Features Intersected: IH 35 ML
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 33.877, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.2m (99.1ft)
Structure Number: 141060001602445, Location: 1.55 MI S OF FM 2001 (Lat: 30.058528, Lng: -97.833875), Route carried "under" structure: Interstate 35, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 119,144 (year 2013), Truck Traffic: 14%, Features Intersected: IH 35 ML
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 33.877, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.2m (99.1ft)